Loading...
SEP-000624-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000624-2016 Date Issued: Monday, September 25, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000624-2016 has been completed. Tax Map Number: 302.5-1-98 Location: 474 AVIATION RD Owner: Jolley Associates Applicant: IBS Septic This structure may be occupied as a: Commercial Septic System Site Development Plans by Bohler Engineering By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 s Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000624-2016 Tax Map No: 302.5-1-98 Permission is hereby granted to: IBS Septic For property located at: 474 AVIATION RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: Jolley Associates Septic Disposal $0.00 Owner Address: P.O.Box 671 Total Value $0.00 St.Albans,VT 05478 Contractor or Builder's Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Commercial Septic System Site Development Plans by Bolder Engineering $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,September 21,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbu before the expp. tion ���JJJdate.) Dated at the Town of ueensb {/ /pVed s p ember 21,2016 SIGNED BY: j/ /� for the Town of Queensbury. Director of Building&Code Enforcement 302.5-1-98 SEP 624-2016 Jolley Assoc. IBS Septic 474 Aviation Road Com'1 Septic Alteration Revised 4/14/2010 OFFICE USE ONLY (o a- -oZ O 1 - TAX MAP NO. "�'S PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF AIVrL/ID ERMIT. , / OWNER �� f `Y OctLl p INSTALLER: ADDRESS: � A/1a IOn f�III , ADDRESS: �� f)\A✓ Pl 1h/ Olr�f�)}' PHONE N . OS — PHONE NOS. LOCATION OF INSTALLATION' CME��"1 1 nn 14(I1 RESIDENCE INFORMATION: NO.OF COMPUTATION = TOTAL DAILY FLOW YEAR BUILT BEDROOMS X Gallons Der bedroom GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981-1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING_ STEEP SLOPE—F %SLOPE_ ✓ SOIL NATURE: SAND­L/ LOAM_ CLAY_ OTHER_ ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROGWIMPERVIOUS MATERIAL AT WHAT TH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL WE (If well:ester supply from any septic system absorption is: t ✓ PERCOLATION TEST: RATE IS PER MINUTE PER INCH[mp] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: 17 ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? O ALTERNATIVE SYSTEM Bed or other type? D HOLDING TANK SYSTEM Total required capacity? Tank Size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fad or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abidaband all requirements of the Town of Queensbury QUESTIONS? CALL 761.8256 OR EMAIL Sanitaisposal Ordinance. / / cadesCa)aueensburv.nVISIT OUR WEBSITE FOR MORE INFORMATION www.gueensburv.nSignerson Responsible Date Town of Queensbury*Community Development Office* 742 Bay Road, Queensbury NY 12804 SEP 2 1 201S Proposed Jolley Associates Wastewater Disposal System 474 Aviation Road Town of Queensbury, Warren County, New York ENGINEER'S REPORT ON-SITE SEWAGE DISPOSAL SYSTEM May 15,2016 FILE COPY AI E DEPARTMENT OF HEALTH ALENS FALLS DISTRICT OFFICE : :-.;� ^Tars for. ) -. • TOWN OF QU N — - ---- Lv.�i t1e���al ,r� -- - _ BUILDING & OD Proved by: , , ReVlewed B a Commissioner of Health Date: Prepared.by Bohler Engineering 17 Computer Drive West Albany,NY 12205 RECEIVED ON MAY 17 Y016 NYSDEPARTMPN7'UI;HI:Ai III GLENS FALLS DISTRIC'TOMt7L�t INDEX SECTION I Introduction II Existing Conditions III Proposed Conditions IV Septic Soil Conditions V Septic Design VI Summary Appendices: A: Site Photos B: Water Meter Readings C: Percolation Tests D: Wastewater Lab Test Introduction• Jolley Associates proposes to construct a wastewater disposal system to replace the existing wastewater disposal system in place for an existing Jolley convenience store with Subway and Dunkin located on Aviation Road in the Town of Queensbury, within Warren County, NY. The proposed wastewater disposal system as outlined in this report is shown on the attached plans entitled "Existing Conditions/Demolition Plan", Sheet 1 of 3;"Septic System Plan", Sheet 2 of 3; and"Septic Details",Sheet 3 of 3,dated May 2,2016 and prepared by Bohler Engineering. A representative from Bohler Engineering visited the site on February 24,2016 to document the septic field conditions and to take waste water samples for laboratory testing from the septic tank,grease trap,pump station and distribution box. A portion of the septic field was exposed to document the soil conditions. Upon visual observation of the distribution box and exposed portion of the field,it appears the system has failed from poor quality effluent impacting the capabilities of the infiltration trenches/laterals. Site photos are included with this report.Based on the water meter readings we have reviewed to date,it appears the size of the distribution field is correct however expansion of the field will be provided in the design of the replacement of the system to allow for additional flow in the future. The water meter readings are included as an appendix to this report. The test results from Adirondack Environmental Services are also included as an appendix. Based on the test results, it appears that additional pre-treatment of the effluent prior to distribution to the field is warranted. It is our recommendation that the septic laterals/trenches be removed and replaced and additional pre-treatment be added to the system. Existing Conditions: The project site consists of approximately 2.5t acres of land on the south side of Aviation Road. The project parcel occupies lands on the east side of Burke Drive, lands west of Interstate 87 exit 19 off- ramp and lands south of Aviation Road. There is an existing convenience store,trash corral and gas pump canopy located on the site(Tax Map Parcel ID 302.05-1-98). The site topography is generally comprised of gentle to rolling slopes over the majority of the site, with isolated areas of steeper slopes scattered throughout the site. The site generally slopes toward the southeastern comer of the site.The existing septic field is located within a grasstbrush area. The existing septic system consists of two 1,000 gallon grease traps, a 1,000 gallon septic tank, a 1,000 gallon pump station and an existing leach field consisting of infiltration chambers. The existing flow rates are based on the number of seats plus the retail square footage with a reduction for water saving fixtures. The gallons per day was calculated to be 926 gallons per day. The included water meter reading will confirm the flow rate calculated is sufficient. Proposed Conditions: Jolley Associates proposes to remove and replace the existing on-site wastewater disposal system to service the existing Jolley convenience store.The existing grease traps, septic tank and pump station will remain in use. The existing distribution box and leach field will be removed. The soil within the existing leach field area shall be removed and replaced.The soil must be removed to full limits of the polluted soil. Portions of the existing sanitary piping will be removed to accommodate the proposed septic system components. The system will include the existing grease traps, the existing septic tank, a proposed manhole with a Zabel filter and alarm, a proposed 2,500 gallon tank with MicroFAST 3.0 Fast Unit, the existing pump station,a proposed distribution box,and six 81.25' infiltration chambers. A 4' diameter manhole with a Zabel filter is proposed to decrease the ammonia, TSS (total suspended solids), and FOG (fats, oil and grease) levels. The Zabel Filter is an effluent filter that will be installed on the outlet of the proposed manhole. The proposed 12"x 20" (Zabel A300 series) filter is built for flow rates up to 3,000 gallons per day.A switch and alarm will be installed to warn that the filter needs cleaning. MicroFAST 3.0 Fast Unit is proposed to decrease the ammonia,TSS (total suspended solids)and BODS (biochemical oxygen demand) levels. The MicroFAST 3.0 Fast Unit is a wastewater treatment system that is built for flow rates up to 3,000 gallons per day. The FAST(fixed activated sludge treatment) system uses naturally occurring bacteria to treat sewage for distribution into the environment. Bacteria grows on the media within the treatment module and digests the waste. The blower provides air to the system via the air supply pipe. The MicroFAST aeration system uses a combination of attached and suspended growth that nitrifies and denitrifies all in one tank. The organisms in the aerated media chamber digest the impurities. Septic Soil Conditions: On August 13, 2007 percolation tests were conducted by Dente Engineering, P.C. on the subject lands for the design of a new septic system. The percolation tests within the proposed septic area yielded rates of less than one minute per inch. The soil is fine to medium sand with cobbles present. Soil modification will be necessary prior to installing the proposed infiltration chambers. The soil within the existing leach field area must be removed and replaced to full limits of the polluted soil. The fill material that is brought in must be sandy loam, suitable for sewage absorption, free of fines or other unsuitable material and shall have an in-place percolation rate of 5-10 minutes per inch after the required stabilization period. Septic Design: Flows for the new system were calculated using NYSDEC"Design Standards for Intermediate Sized Wastewater Treatment Systems".Flows were calculated based off the number of seats and retail area.A twenty percent reduction is applied for water saving plumbing fixtures. Seats:22 seats x 35 GPD per seat=770 GPD Retail area:3,870 sq.ft./0.1 =387 GPD 770 GPD+387 GPD= 1,157 GPD 20%Credit: 1,157 x 0.80=926 GPD Required Area Desim: Given: Percolation Rate: 6-7 minutes Flow Rate: 962 gallons per day Application Rate: 1.0 GPD/Sq.Ft. 926 GPD/ 1 =926 square feet of absorption area required 926 sq.ft./3 sf per linear foot=309 linear feet of infiltrators required Six(6)81.25 linear feet of Infiltration Chambers provided Infiltration Chamber Layout: Six(6)81.25 foot infiltration chambers are proposed in the same location as the existing leach field. The It is anticipated that 108 feet of pressure line will drain back to the pump station after the pumps shut off. There will be approximately 3 doses per day to the system. Dosing Design: 4"lateral=0.087 cf 571LF-4"laterals=49.68 cubic feet 7.48 gallons per cubic foot(49.68)=372 gallon capacity 75%dose=372 gallons(0.85)=279 gallons dose 2"lateral=0.022 cf 180LF—2"pressure line=3.96 cubic feet 7.48 gallons per cubic foot(3.96)=30 gallons 279 gallons+30 gallons=309 gallons Summary On-site soils investigations were completed by Bohler Engineering at the location of the proposed wastewater disposal facility. The in-situ soils were found to be unsuitable to support the proposed wastewater disposal system. Appropriate approved fill material will be brought in and tested prior to installation. The proposed wastewater pre-treatment system will lower the ammonia, BOD, TSS and FOG level of the wastewater before it reached the infiltration chambers and is dispersed into the soil. The proposed wastewater disposal system, as outlined in this report and shown on the attached plans and will not have any significant adverse environmental impacts. Appendix A: Site Photos RECEIvrD ON MAY 17 2016 NYS DEPARTMENT O♦ t1f:A1_i H GLENS FALLS DISTRICT'OFFICE r s. ,, f ' I. ,� {{ i l i r V JSi' !. � � � -��. � �f tN `�. .�i '��. �: � 4 ., ;.1` �i. /: ' ^� f r .1 t� i � � � � 'j � \ }C' � , �f. `t iy p I i el ��t`1 � i. tea; -""}�• t- t Appendix B: Water Meter Readings i � iSheer Dunkin dounts date gallons ----____ ' used - ---- Dunkin' dounts Dun- -- -- - 4s3 9/d >> --- Dunkinuo nts D5.— un,ki n! dounts 954 3�C�_ u - �: n - k�n- ' Dun dount � _�� � �-, �, , - --��in dounfs—'-- ` c , c —I I Dunkin dounts __ � • "rJ Dunkin dou S - i _ r, Dunking uo CO - _ Dunkin co - unts �---- . _Dunkin dounts Dunki-- _ _ --- D_unkin - ---- n dounts Dunkin dounts n -------_ I i Dunkindounts - 70 -- Dunkin dou zL74 Dunkin - - unts _L to 33� C� ---.--_____- Dunkin dounts - - — ab n dounis Dunkin --__- - - -- Dunkin d o S--------- - --- — -- -- i ` ---- - Dunkin -- -- -- -- ---- - _ do�unis Page 2 I I Sheetl date gallons used subwa - - subwayon --- --- subway r � — -- subway a_�; l •o ! 'A LIC - subway ------ subway — �� subway C C: subway - --- - subway -- - subway -- - — -- T60 subway --- — - . subwa subway subway 3- -- 1 30a ,ca 6I - subway , __ (" ----- - ---- subway i - . > bL ;� --- --- subway subway 3 r ) —. y 9 Ob �- subway ----- -su bwa y — - --_-- —i -- - - - -- - subway ---� - --- --- - -- _ subway _-- -�_--. subway — ----- Page 1 � I Measurement of water Name Gallons Date Use - OgLAq IZ96 a® G G DL cy I -f [l(ms i U " ' cq� li�5o � - l � - ice �{ 3✓J�gli Lit, 0 MM 3006 d�;-0616 a - /?- usnG i I I j RWF51VE\D ON I MAY 17 2016 NYS DEPARTMENT UI'hbl" GLENS FALLS DISTRICT f VhL:E Appendix C: Percolation Tests , aaeua 1 , t---- ------------,��__ 1 P'n1 ,b _ - t , � I -3 TP-2 ' _ 1 '7P-4 TP-1 j I rarM II I o w 1� I.ft n.conn f T, ( I A IPC, f w a 'w HMZ(.PN f ♦ - I 5110175 Wf n lawana._as I QUEENSBURY JOLLEY MART QUEENSBURY, NEW YORK 594 BROADWAY SUBSURFACE INVESTIGATION PLAN WATERVLIET,NY 12169 DRAWN BY: O.BURNSDENTE PH.516-266-0310 FAX 38 SCALE: N/A www d1 n8-266-9te-e gineedng.com DATE: AUGUST 13, 2007 E N 6 1 N E E R I N 6 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REPORT OF PERCOLATION TEST PROJECT: Queensbury Jolley Mart PROJECT NO: FDE-07-195 TEST NO: PT-1 LOCATION: Queensbury, New York DATE: 8/13/07 INSPECTOR: E.Green WEATHER: Partly Cloudy TEMPERATURE: 80•- SURFACE CONDITIONS: Wooded Area PROFILE & SOIL TYPES TOPSOIL THICKNESS +/-6" GROUNDWATER DEPTH N/A BEDROCK DEPTH N/A PRESOAK TIME N/A PER HOLE DIMENSIONS 10" Diameter x 30" Depth TEST DATA - PERCOLATION RATE TIME FOR WATER LEVEL TO DROP FROM 6"TO 5' LEVEL RUN NUMBER TIME 1 20 seconds 2 29 seconds 3 26 seconds 4 25 seconds 5 24 seconds PERCOLATION RATE STABILIZED AT : Approximately 25 seconds for a 1.0"drop evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REPORT OF PERCOLATION TEST PROJECT: Queensbury Jolley Mart PROJECT NO: FDE-07-195 TEST NO: PT-2 LOCATION: Queensbury, New York DATE: 8/13/07 INSPECTOR: E.Green WEATHER: Partly Cloudy TEMPERATURE: 80• SURFACE CONDITIONS: Wooded Area PROFILE & SOIL TYPES TOPSOIL THICKNESS +/- 10" GROUNDWATER DEPTH N/A BEDROCK DEPTH N/A PRESOAK TIME N/A PER HOLE DIMENSIONS 8" Diameter x 30" Depth TEST DATA - PERCOLATION RATE TIME FOR WATER LEVEL TO DROP FROM 6"TO 5' LEVEL RUN NUMBER TIME 1 19 seconds 2 24 seconds 3 26 seconds 4 38 seconds 5 32 seconds PERCOLATION RATE STABILIZED AT : Approximately 30 seconds for a 1.0"drop Appendix D: Wastewater Lab Test 0 Experience is the solution 314 North Pearl Street ♦ Albany,New York 12207 (800)848-4983 ♦ (518)434-4546 ♦ Fax(518)434-0891 February 29, 2016 Scott Shearing Bohler Engineering 17 Computer Drive West Albany, NY 12205 Work Order No: 160224054 TEL: (518)438-9900 FAX: RE: Analysis of Wastewater Jolley Mini Mart Dear Scott Shearing: Adirondack Environmental Services, Inc received 4 samples on 2/24/2016 for the analyses presented in the following report. Please see case narrative for specifics on analysis. If you have any questions regarding these tests results, please feel free to call. Sin , 1/ ELAP#: 10709 Christopher Hess QA Manager Page 1 of 6 Adirondack Environmental Services, Inc CASE NARRATIVE CLIENT: Bohler Engineering Date: 29-Feb-16 Project: Analysis of Wastewater Lab Order: 160224054 The sampling was performed in accordance with the AES field sampling procedures and/or the client specified sampling procedures.Sample containers were supplied by Adirondack Environmental Services. C-Details are above in Case Narrative Qualifiers: ND-Not Detected at reporting limit S-t.CS Spike recovery outside acceptable limits(+is over -is under) J-Analyte detected below quantitation limit R-Duplication outside acceptable limits B-Analyte detected in Blank T-Tentatively Identified Compound-Estimated X-Exceeds maximum contamination limit E-Above quantitation range-Estimated H-Hold time exceeded M-Matrix Spike outside acceptable limits(+is over -is under) Note :All Results are reported as wet weight unless noted The results relate only to the items tested. Information supplied by the client is assumed to be correct. Page 2 of 6 Adirondack Environmental Services, Inc Date: 29-Feb-16 CLIENT: Bohler Engineering Client Sample ED: Grease Tank Work Order: 160224054 Collection Date: 2/24/2016 10:15:00 AM Reference: Analysis of Wastewater / Jolley Mini Mart Lab Sample ED: 160224054-001 PO#: Matrix: WASTEWATER Analyses Result PQL Qual Units DF Date Analyzed AMMONIA(NON-DISTILLED)- EPA 350.1 REV 2.0 Analyst: RK Nitrogen,Ammonia(As N) <0.1 0.1 mg/L 1 2/29/2016 2:15:00 PM BOD, 5 DAY,20-C-SM 5210B-01,-11 Analyst: SH Biochemical Oxygen Demand 841 200 BS+ mg/L 1 2/24/2016 6:00:00 PM TOTAL SUSPENDED SOLIDS-SM 2540D-97,41 Analyst: CP ( Prep: SM2540 D - 2/26/2016 ) TSS(Residue,Non-Filterable) 178 20.0 mg/L 1 2/26/2016 OIL AND GREASE-EPA 1664A Analyst: AB ( Prep: E1664 - 2/25/2016 ) Oil&Grease 204 5.2 mg/L 1 2/26/2016 Page 3 of 6 l F Adirondack Environmental Services, Inc Date: 29-Feb-16 CLIENT: Bohler Engineering Client Sample ID: Septic Tank Work Order: 160224054 Collection Date: 2/24/2016 10:25:00 AM Reference: Analysis of Wastewater / Jolley Mini Mart Lab Sample ED: 160224054-002 PO#: Matrix: WASTEWATER Analyses Result PQL Qual Units DF Date Analyzed AMMONIA (NON-DISTILLED) - EPA 350.1 REV 2.0 Analyst: RK Nitrogen,Ammonia(As N) 45,1 5.0 mg/L 50 2/29/2016 12:44:00 PM BOD,5 DAY,20°C-SM 52108-01,-11 Analyst: SH Biochemical Oxygen Demand 736 200 BS+ mg/L 1 2/24/2016 6:00:00 PM TOTAL SUSPENDED SOLIDS-SM 2540D-97,-11 Analyst: CP ( Prep: SM2540 D - 2/26/2016 ) TSS(Residue,Non-Filterable) pop 20.0 mg/L 1 2/26/2016 OIL AND GREASE-EPA 1664A Analyst: AB ( Prep: E1664 - 2/25/2016 ) Oil&Grease 133 5.2 rng/L 1 2/26/2016 Page 4 of 6 Adirondack Environmental Services, Inc Date: 29-Feb-16 CLIENT: Bohler Engineering Client Sample ID: Pump Station Work Order: 160224054 Collection Date: 2/24/2016 10:35:00 AM Reference: Analysis of Wastewater / Jolley Mini Mart Lab Sample ED: 160224054-003 PO#: Matrix: WASTEWATER Analyses Result PQL Qua) Units DF Date Analyzed AMMONIA(NON-DISTILLED)- EPA 350.1 REV 2.0 Analyst: RK Nitrogen,Ammonia(As N) 71,0 5.0 mg/L 50 2/29/2016 12:46:00 PM BOD,5 DAY,20°C-SM 52108-01,-11 Analyst: SH Biochemical Oxygen Demand 999 600 BS+ mg/L 1 2/24/2016 6:00:00 PM TOTAL SUSPENDED SOLIDS-SM 25400-97,-11 Analyst: CP ( Prep: SM2540 D - 2/26/2016 ) TSS(Residue,Non-Filterable) 162 20.0 mg/L 1 2/26/2016 OIL AND GREASE-EPA 1664A Analyst: AB ( Prep: E1664 - 2/25/2016 ) Oil&Grease 64.2 5.0 mg/L 1 2/26/2016 Page 5 of 6 Adirondack Environmental Services, Inc Date: 29-Feb-16 CLIENT: Bohler Engineering Client Sample ID: D-Box Work Order: 160224054 Collection Date: 2/24/2016 10:45:00 AM Reference: Analysis of Wastewater / Jolley Mini Mart Lab Sample ED: 160224054-004 PO#: Matrix: WASTEWATER Analyses Result PQL Qual Units DF Date Analyzed AMMONIA(NON-DISTILLED)- EPA 350.1 REV 2.0 Analyst: RK Nitrogen,Ammonia(As N) 80.0 5.0 mg/L 50 2/29/2016 12:48:00 PM BOD,5 DAY,20-C-SM 52108-01,-11 Analyst: SH Biochemical Oxygen Demand 44$ 200 BS+ mg/L 1 2/24/2016 6:00:00 PM TOTAL SUSPENDED SOLIDS-SM 2540D-97,-11 Analyst: CP ( Prep: SM2540 D - 2/26/2016 ) TSS(Residue,Non-Filterable) 86.0 20.0 mg/L 1 2/26/2016 OIL AND GREASE-EPA 1664A Analyst: AB ( Prep: E1664 - 2/25/2016 ) Oil&Grease 16.2 5.0 mg/L 1 2/26/2016 Page 6 of 6 MI . 314 North Pearl Street CHAIN OF CUSTODY RECORD a Albany, New York 12207 k Order 518-434-4546!434-0891 FAX 1�0 Experience Is the solution A full service analytical research laboratory offering solutions to environmental concerns Client Name: Address: Send Report To: Project Name(Location) Samplers:(Names) Scott S o bnter Client Phone No: Client Email: PO umber: Sam ; Signator Time =M-1 eT a Number AES Client Dale A�a.m. o of Sample Number Sample Identlgcalion&Location Sampled P.P.M. Malriz „ -1 Cant's Analysis Required a Trapgal Oct Sept'G Tank P O 03> Pump StationI P O U i- A 1 P 1P A P A P A P 1PA A P A P A P A P A P Shipment Arrived Via: CC Report To/Special Instructions/Remarks: FedEx UPS Clie AES Other: Turnaround Time Request: sshearing@bohlereng.com ❑ 1 Day ❑ 3 Day ❑ Normal ❑ 2 Day 5 Day Note:Smpfwm alter 3:30 !dared rrert brJ.day Relinq Received by:(Signature) Date/time Relinquished by:(Signature) Received by:(Signature) Dale/Tme Relinquished by:(Signature) Received for Laboratory by: paloMme TEMPERATURE AES PROPERLY PRESERVED RECENED WITHIN HOLDING TIMES Bottles Ambient or <i9 y N CY N N Notes: ❑ Notes: Notes: WHITE-Lab Copy YELLOW-Sampler Copy PINK-Generator Copy AN t docl� EnvIrDnmentalI h E'er Experience 1s the solution 314 North Pearl Street•Albany,New York 12207 ^ (518) 434-4546 o Fax(518) 434-0891 TERMS, CONDITIONS &LIMITATIONS All service rendered by the Adirondack Environmental Services,Inc. are undertaken and all rates are based upon the following terms: (a) Neither Adirondack Environmental Services, Inc., nor any of its employees, agents or sub-contractors shall be liable for any loss or damage arising out of Adirondack Environmental Services, Inc.'s performance or nonperfor- mance,whether byway of negligence or breach of contract, or otherwise, in any amount greater than twice the amount billed to the customer for the work leading to the claim of the customer. Said remedy shall be the sole and exclusive remedy against Adirondack Environmental Services, Inc arising out of its work. (b) All claims made must be in writingwithin forry-five(45)days afrer delivery of the Adirondack Environmental Services, Inc. report regarding said work or such claim shall be deemed or irrevocably waived. (c) Adirondack Environmental Services, Inc. reports are submitted in writing and are for our customers only. Our customers are considered to be only those entities being billed for our services. Acquisition ofan Adirondack EnvionsentalServices, Inc. report by other than our customer does not constitute a representation ofAduoo- dackEnvirownentai Services,Inc. as to the accuracy of the contents thereof. (d) In no event shall Adirondack Environmental Services, Inc., its employees, agents or sub-contractors be responsible for consequential or special damages of any kind or in any amount. (e) No deviation from the terms set forth herein shall bindAdirondaclt Environmental Services,Inc. unless inwriftand signedbyaDireaorofAd'uondackEn&onmentd Services,Inc (f) Results perrain only to items analyzed. Information supplied by client is assumed to be correcc. 'Ibis information may be used on reports and in calcularions and Adirondack Environmental Services,Inc. is not responsible for the accuracy of this information. (g) Payments by Credit Card/Purchase Cards are subject to a No additional charge. Albany,NY yP' 62A • ]s�1 +� COMNIONWEALTH.ELECTRICAL INSPECTION SERVICE,INC. j Main Office 176 Doe Run Read-Manheim,PA 17545 � MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.......................... .. ..Cert _ 42330 Cut-in Card No....._.............................. � ... y •'' Owner................ Location.......V.21..l!..... .uAL.Ar..I.n.rs l......./.::F. ............_......... ........., i s ''•�.. Installation Consisting ......7a..G.xx500........ 5'..tlJ.«!:w..................................... I ' . ..............................-.,................................................................................................................................_............. I ..........................................................................................._.........._.......................................................................... i Installed By....J-6.1...J�js%i.....r.A/l h..l/k..... ...Lie.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:• ' This certificate only covers the elcerrical equipment and installation conditions as of date. Upon the ; introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this ce rtificate. Date.........A0.-..2Q...65.......... INSPECTOR. ................................ Member NAPA,LA.&1. ZO 30Vd Ol8Wf1W N@l 08ST86L ZT:Z1 91@Z/11/11 f U ZQ ' _ Z> 2 k 0LL �z LTLJ 0 LL Z3 r -464 - - OWJ2 O �� - + ! I EXISTING LEACH FIELD(TO BE REMOVED). !/ - e U p , GC SHALL DISPOSE OF EXISTING SDS AT AN APPROVED LANDFILL B f r EXISTING DISTRIBUTION— — .- - - (TBR) I I1/ t11 a_a Jz - r --- --_.....- m m BO H W W a ca m'......__ --- _. 4 ____ _ ..... _... it 7 flt F\\ - - - - - - - - .-y' o t�„r Z D 02-J D" �a - ,r-. .2 W O W ¢0 it 5' V a en m cn A r i i i i `t ----------- d LIMITS OF SOIL REMOVAL AND \) EXISTING PORTION / i I U a a 'o o ` q 1 REMOVED TOREPLACEMFULL LIMITS IL OOF - - -- OF 2"FORCEMAIN r i J i; W r o w r w TO BE REPLACED AS 1 C7 w z ¢ z j g POLLUTED SOIL AND REPLACEDi6 o PER SOIL MODIFICATIONS NOTES i' SHOWN ON SHEET 2 8 c ON SEPTIC PLAN SHEET 2 ALL EXISTING BRUSH/ ! i Z 0 0 ��1 a44 w0> } -Wi o� VEGETATION IN PROPOSED ( , 11 =F.. : . LEACH FIELD REPLACEMENT ,r/ r I a a z m z z-z AREA TO BE REMOVEDCID EX/ISING 2'P �+ / PRESSURE PIPE / REVISI! NS / ---------------- --------------- -------- 'i _ REV DATE COMMENT BY i 467------- r ! \ 1 : 1 --------------------------- 467---------------_- f / --- \, r \ 1 06_/24/16 PER DOH COMMENTS TDL ( / r ________________ __ 46&____-_ ----------------------- -------------- -- _ ___________ t -_,,..._---_-_ -------------- _ -_ ---------- r' ` _- 4s5- ------------------- ----- -- ` _-------- 5163---------------------------------- 3 ---------- ---- -------------------- -- 1 `` 4_It I EXISTING INE/LTRAT/ON BASINP�l 5.. '-----------------------462------- ------------ ;/ f r r i ----------- - ---- ----- - -------- -------------------------- --------- - - - - - -46 - --------------- ter' I ----465--- - - _ _ 1 - 1 -----------------466--------- --------- c --- -- / \\ -- 467 ------- ` / _------------------------------- --- -- „ 10 � it----- -46$----------- 0 - ! `---- ---- / - EXISTING 1.000 GAL. PUMP EXLSDNG 2'Pg' ( t } STAT/ON R1M=463.75 PRESSURE PIPE II 1 ` 12 I = INV IN 465 00 INV OUT o, ' , � --^-468------_ _ 6 1 ,- 13" LNSID£B0TT0M=464.25 ,D O 14 C TO VERIFY EXISTING 15 G �-- I STRUCTURES, INVERTS,PIPE /! TYPES,SIZES,LOCATIONS° ` AND SIZE,ETC. AND REPORT DISCREPANCIES TO ANY. - - _ THE PROJECT PRIOR ' TO CONSTRUCTION � ELI IN , ARY _ . EXISTING PORT ON OF 4 PVC , FOR INSTALLATION OF zy MANHOLEr0 1 SAMPLING _ PROJECT :B 0 16 113 S OLl BR EXISTING PUMP TATI /( . DRAWN BY: TDL r _ " -CHECKED BY., _° '. JRG v .F 1 DATE 05/0212016- r ° 3 - - - FFl / --- ---------------- . . d r - •_ :..- :' `' CAD I D,. -/ - - _- - - - P a - - - - AS NOT I -------- -470- '-- __ _. . - - -_-- { ` a 6160113SS r _ _ : t - •' .. .. . � ,t =PROJECTS rr 1 p. 1 I \ i i" .YY i 1 1 - _ _ 1 I' - - EVE E ��'d.V YE rr 4 I ! I 1- S 1 f 1 \ - t' } s i r _ _ t- 1 - TW0 2 EX/ST. GRE�#.SE rt I / CO u i TRAPS 1000 GAL EA. EXIST SEPTLC TANK 1000 GAL i r r PVC AS S lU�•��A�E� ------- -EXIST. 4 - / U__E I� � -,,'TOW `01' �T 1 I I 1 i - , _ r _ f rt :. 474 AVIATION ROAD" - - - - ' I CJ Q - - TOWN OF_:4UEENSBURY - / WARREN COUNTY -. !: \ -." q i_ 4 PVC 72 -' r j RK STATE PARTMENT OF:HEALTH - _' STATE:OF.NEW YORK._ NE1NY0 A EDE - - _ .- < - - t t .: �-�? GL;=NS FALLS DISTRICT OFFICE " 4 PVC " ''d ' - a °. , g - Dated: 10 _ i. r _ -._: - - e pians for, t . .Th se s 1 -47,.x- P � Q 1 - Jt!�, 1 L r" 1 f p ���� BOHLER -` � �' E _N G I N E E 8 I :N _G_ are hereby Approved b" 12 ! _ Y PFS Y: _ o 17 COMPUTER DRIVE he State Corn i si ner of H at fort m s a �,,=tt4 B NY NY 2205 E ST - r 7s o Phoned S8 438-9900. . -0 DD " - Fax: ' " (518)438 9 EXISTING JOLLEY C STORE f ! I _ .. .BohlerEn ineerin ,com S S ' 1 A I - DONUT ` I 1 I. SANDWICH SHOP AND DUNK N = I ' _ ® AREA5,270 sq.ft. ! I ET�TITLE . ��1EE�I° ��[7��E� . . . �r . _ b EXISTING C�ONDlTI.O ` SfDEl�10LlTQN PLAN 1=0F 3 F x . ` ! ` - - 1 - 7� 1, - .ra::=rF' Pt's 1�'� - (O - - - -- i G t Pc SEPTIC-�SYST MPA �.�_., ,. 2 �}F 3 l N �s � 2 r 1 i 1 1 i SEPTIC-DETAILS , _ ±3 _" - 7z-- - I t--:'. -. '� -.- - - � I' ' - t 1 _ _ - a- •'_�-fir'_ - - - d I : .: . . \ _ . 42644 1 ,. t � 10 Ll a I ��IE ���E� CE o.E-683N -� f I RVEF. ETC SHEET TITLE - F [E_�_,. - • _ EEP�, .- -=- - - 1 ' - ", _ ___.- - t ' - :-: ;,:e.-_;=:� :,`.^rq.�;�„•, t{r�VE S,- O - �: _•. � r�-_;��.�.�-:: �, _ USES �. AVE,. N - ----- -� 1__�:..� . S N ENT• .:: b EISTItl� rr N f - ONS N' U a, 0 0 R. F O _ N --" - r° l E E. l �.�N i s f ; N a ON v - - EM L.l'LI: GRAPHIC SCALE . � (h t' - PLAN 20 0 10 2040 80 f SHEET UMBER: ' I _,­­'1_­i-'__,�_,_._ _­­­ ­_­­_..___ �­­­­ -, -, ___ ,.-_ . _ ­_­­­_, -.7-1-- .1 - � � . I � ..I I ( - . I - - - _. - - ---- --- - � - � I - - 11 ­ � I - � - - -1 - ­ I I - I I 1-I � ­ - - �:�_'_�_ ��-,, 1 -,- -Y. -� - - I - I -1 � w, � __�- -�­­��_----- I � -�- ,_ � - - , ; , -. _� - - " � .� . - . � I � I � .- I I I � - , - - .- � - -. � - -,:1:f,, � - - I I � - - - - - ,- - : -� I , I I� - I,I , � I : , . , I - . I . . 11� I I � . � . I - � I� . I- - � f� I - I - I � 1.",� , , �� I. �I I ��_�-- :,�.�, I ­ �.1� � . �. I � � �: � ,�-� -, ., , � - . �I -2 ,� I �: I I 1: � , � . . - � - I I I I � . . :� . . I I � � .. .�.1 �, � -- ,� I I � , ,,e ,I , ,.,,., - I I � - � -, 1 j,- � , �- ---� ,- I � 1. --- : .- � � I - I � - ,i i I I I -. I, � � , ,�, , I 1 � �- I � � I -_ : � 1� I . I . � r, : � � I �- I I I I � 11 , - I ,�, � � -, ,- , �71�r I� , I I ", , ,� � � I I I -i � . .z, � �. ': I I- � . � - � I I - I ,",�:��,i . �k -� 11, - � ,� ;i .I., I- � ., I � I � -� � - I - �I - � . � - � � I I � I I :�: ,, �- . � I . � ��I . - I .. � ,- , �-,,�-, �,� I �� � I �. � ��, , - I'�� --- s. ..-I � I. -- ,� , � I - 1. . �. - - - � - � � - I � � �-__�-,. , -� 11�,: It*,,� I- I �. � I .�, �.� � � � ,.,- ,I � I. � I : - - ,� .;- I,: - , I �, - . -, ��.I � ,, . I - �I��,���-,�, )�:, �� . ��-,�r� ., . ." � I � I - � �,-­_ I- I. � : -: . . ���- �-� I e � ��.- I- .- . . ,ii, �:__ I -�� I� .,,t, -I. ,-,�,, , -. I I I I I I ,- I - - - , ,: �," -� � - _ - � , �� i: _, .�,�, � I 1'1��:. i, 'L- ,--- , - I � IIIIIIIIIIIIII � i I . � I 1, �I . _ - - , !� , �- �' I � jt:1 � . - - ,. �- I , __ __ � I . . .,�; � .� - : , i - �, 11 I�� " ,.-,111,1,:�,,� ��-11 �.-;, I-­ . --�� - �­� � . I I � - , - -, ,,, �-- ___-I '. � � _ :�"I _T_ . � ,-,­ -, ," ,-�� , I - � . � 1, -,i -I - . i - �� - � � *) - , - I- .- � : il ��-,-, - ,� . I 1 7 ,- �- -- I , , - . ,- � - �I � I - I -_ 1 _�- - ­- � �I , � . I i I ,7 , � - A - �I � I ., Q . I �� I I I I, I � - - � I I - - ,I � � i -�, �r r �I - :. ,, - �, , , � � -� . - , - I � I - � . - ,4 ,- � � I , I - � ,�:: ., I � . ­­ , � I I _ , �� I : ­ , I � - I - I ,:, � u � � I I I -- - . , I , , � ,_J� � I , � 1, � � � . . __, --1 _� I ,I , - :�� ­ F��� ,�2, � t -_ � / , ,­ ��,`,:�,�,� _11� ,',- ��,�,�`,�,.".. �i%.".,`5"_,_,,�.I_'� I � ,: - I�I...- � � - I � - . I I - ,, � I, , I . I . - � . _�_-� -I , ���,i� 1, , 1,­ �, �'1'11_�1�'_�H��,�_,' � . �� � - I I I- � � . i I , -, I - I.-- . -, , '� � -�-I ��­ ­i , �, I I _:�i,- �, I . I I-­ I I � - � 17 � - , � � ­ - -- -�� 11 � � 1 �4 1 � �,. I I .1 I / I . � � I ",.�',,1.1..�_-�'1111 I �,, -r i�, , � ��"��,, ,­� .� - . - , - I _� - I . � .. .1,� I- . - � I . I -� 2 T ,. I � . � - .- I� F . I 1� . 1, I 1,,,� -- -:-� � I -� - �� . I I I I 11- I � , I , ;'i ­ ,.- I I � � � � 1, 4 ­ -1 .1 u `�.-. - : - � , , - __� I I �. � , - :� I / / , I " ­­ � l, � "_ - , 1. � I / � I . I . �:_i� I I�_�-�_, - , -i-, I � -ir, I - -- � I I �, , _ �i�� I I / . I ,_ - - -_ r t",� ,"" ��, �; � ��.':�i�;,, � � �. �-, � . - 1� I . -� - - i -- �I- I �� � � , �,, . � - .,t � I * I - ­ I I I I - I - -;z. I I � � I - �7', I,5 - . - � I I - I I � ., I -4 .,�_,-- �,I,,.�. �_:, - � _� I - 11 I I ,�, � �� -1 - � .� � �, :,- , � - I, r= � , , , I I. -1 - - ��_� ­- � �-_ � -, ­­ - I F� - - I r - - -� - - . .:,- ._. : I .-. . � Aj � / � I�J`, ,�. . - � ,I- I I - � � - - ,I I� - � I I I . ,� � �- 1 -:� . � - , - r , - �, (O t� . / � � - � .- �- -� ��,il � � I I I I - .� - - � - I �. ,�- I . , . � � I - �� I - �_" 2< I - �� I k I�I I - ­. . I.I.I I 1 1 1, , - , I - - , , . - u -- - � �.i�--_ I I� I . h , �" I . ��- , '. � � _�I - Z,_ � ," - � I � � I I � I.i - i . I ,� . :_ �'�*��, -. . , � - --- � - _� - - � - q --� �� � - . I - ,, - � ,- � : , � , I I I I ,� , , �, � - - - - , ALL EXISTING BRUSH/VEGETATION IN PROPOSED t� , , � I f I . �7 . , � � � , � , � � ­ I 1� � I - . , - , I � I - � , - � � - , - Oy, 3, � � ,�,��­, 7 - � � - � , -- ­ � � : 0;4 �m �. : �1,'_ , 0'1 , '. , . � � � ! - 11 , -- , .� 11, I 1. (9 z I �_ - - 11 - � I I I I" ., � � � , ,1 :, _ , - � , � I � � - , - � I I I I - i� 1� , � - �- , -, . .� I�. , I ­-1 ,�; � I - () "< . LEACH FIELD REPLACEMENT AREA TO BE i I - � A, , - - I I . I � - �:::, __ � - I � _� � � � I -,---�, �, -, - ; 0': I . I , / - - - , � . - � ii , - , , , � , . , I - I :11 :1, � I .- . -i :�: . ,�' .. : - - I - ', �­ ,­ _� , '.�, �_ I �, (9. - J, � ��_ -I�::�i�-, I I . -, - - � I I -I - � - : ,� I -_ �_Z� -I :n . ,, d li � . - -, 1, , , - � I ­ �- ; � -- , -- - - - , -- - z 0 � � / . I � I � -_ , ,,�� � - - 11 . , - ., %� . � - . . : 11 . I �, F -. I _� . �. ,_ - ,. I �- .�___ -- I- 11 -- � 5 x �, _0� �.� . � / I I ­ I I ''.-I I , - � d q - - : - I - .. I I I� � � - �, . � � . . ��� ,:i' . � : �': . � � ­ � _-,,1. - , - --., - -; � : , 11. ---�, ,� � - - , / - I -_�I� , , , I �� -�� � ­ - - '7- 1� - ,, ` - I - - - - -, - ':. -, _�_ � " - " � li 4 - W - W . �- I I . � it � I - -.� - I- -I �I I - .��,�1,71 � � _" I � � :� �. ­_ � -, - ­ �. . I I �L -- - _ � -, -� 7 r�,��".�7� - . ., 0 0 1 1 i- . - s REMOVED. PROPOSED DISTRIBUTION FIELD TO BE 1 1 - - / � -I ''-, I I I . � I , �, _: � � .o � . - .-- --- - ,��:-,':.:,�� - �:,I-, � ­ - _-- .� , � I - . � , - - �_. I . � - I ­�, -� 4 - I - � . � - I ­ -I - - - I � -,-- - i_i� 1-1 A - ", ­ . I - 4 , I ., ,�, �, , ­ .- � � . � � _­ - � _� � ­--L�- - - - � .1 I __ , _�_ ,- �: . -,.'-�-,---� :-, . - ­ 1. ' I __^�__/\ ­ I ­� I , i � - I �_ � � � , 1� " ,�, - I � . - � - - .,z __ - � � . �, � � � , - " � . , .I ESTABLISHED AND MAINTAINED AS LAWN AREA I I � . � I � . , � - "" - : I- :,: � I ;��; - ; ­-, . . - � I ; -_ I I I � - - " -, _ I - �_ � - - - _ ,� - -,. --I I . ­Ic ., . I � ��, I " - � I- � I _ � I - - z:_ - _� . . �" - ,�: - � ,:':1 - I � ,_,,� � - -�­ - I I � � I I I . \1 - . 11 I I I . � I I - - I 4, I 1-1. - ­ �� � �� �r � I � 1� I I':- I I . -� . - f -F� -;� - I ��t ­ � W m: -_ �, �;E--�� I - � I -1 i�, I - I - � - � -4 . , � � -1. - � I I � � � . � I I �_ WE, , I -_ - . I " PROPOSED 0 VU I LE I -- , �- I I � , . � I - :I :_ - . � t� , I - -_ I.�::!�i;_-i I. I � -1 ��,_: : : �, i, . 1.1. �.�. �- �,�:_, .1'. ��- �._1�� - - ­ 9 m I i � - � � - - � - � : - , - � -1 -- - i':, , E I - , - , - - J_ N - , , I - ­ �i,-, ,I :,.,:� : � _ � , :'i�� _.,� - �, - I I '' � � � - I � I -- I . �1: , _5 I __ - - - � -­ I � I 1. : I IT . ��11 . : - I , . - - -. I I I - .I - I - I � - - ______ - _11 - - _­_ -2- ­ - �� I I . � i _­ �,­ � . - i - - ­ . �: - - :--- � - � I : � - .,��-_ d 1-11 < :)I_18 !, � - I _1�� l�. � I � � � I ��- � - . � � I I , : � �. � _ I� _*m .:w E4 11 ,, � I �� � - �I ­_� i - I- .�i. �'. . I I�7 i I , :_� -, ..- I - I � I -I . I :-� -_I,- -11 '4", .�al�z n - � - � � , �.. - . ­ I � z � -.,-', . . , .� ,F I I - - �T�,: = 0 :�&5,�.fi : - L --:,, ,-i -,` ,1 ,_`�� � I � --i I I I - '(TYP�;) - ____) ��' � - il * � . , , � i - �_ I . .- - _�% i�U,�7��,:-,-t___� I I 4r- ------ DISTRIBUTION BOX,,- ­ I I ` ��, - - , - _*1" I --'-`­-�- --- i� __464 - , -2 - � ­ ,_� ,��,___ - - . 0 PT 11 5.0 -� � 10� INV.IN=463.90 � I I- L - - - �� I .� �- �� ,� , 7 1 � � . - - __ .-� , � � I� I� - I F . - - � - ­ . I ", , , I i - . . 0 . I - - - .i:�_ : � �-�, .., . ­_� ­� - -. - �_, , o�', . , - . = , I I ���-�� I I . ''.I I I � � I I - I - � � � � - - - i,� �� , -, �_-.1, �:� I I I, .I � :_ ,, z _­, o_ .---- , -,�:_ � -;-:". -,I_1�` - - ill ­� - i 1, - I - ­ -` ��- -� -�1'. I .11 I - � - - I . , __ - Z_ �,�, :�� i��.��' I �i� � - ­-I I-.- :,-_�L -,-_�� �.��7777 , - -1 - - I .1 , I -1 ­:1"i, � 1. - - i� '--" � `�,_ ..�. i�-1,-�:,­- ,-­; -� _-, ,� -, -,��.c�,% - - I ** -� , I 'i r � I I I. I �, .1 1, :z - , I � � I - I I � :.-''_­', -,� -��, -��-.�,-�I , -" -,-:-: _. , , , x i,�, �__: � � � . 1.2�I Tz, , � I - -, , - -- - ­, �:� ,_ � ,- ! - � , . , - - - ,� 1 � - �� - I 5q - - - I- - , I� i� � I� �� I 1� � . - I I - - �61 " : -�_1 - .,�:­ � - ­� - I­ 0 -iZ.�U .1i+-�_� ,1 - , I * - INV.OUT=463 65- - I . � ., - I I �� , � �,1�: �­- I � : - : � - ' 1-_--`�_�i:i',_'�_�� �::i_� �1,�_,� I ­­ - I - - - _� �� i�__ - __ _:__ - - ' - ` I . - -1 i� _ - � I I � i 11 ��: -_ . , , i - I ..,-1, � - I -.,- - - - - - __:_ � .1, I � :� . �, � � I , - -1 ED ,, CEMENT NOTES ;� � _t : 041 �,� ( jf�ID , ,_ � �I - : - . -1, " � rl - MOD A ,� i� . - / 1.F_- - - - --- - ::__-:::_T_=_:I - , 4 : � ­ -1 __ _- -, u R, � -,' ', \_7_____ - I ) - � - - 11 ­ � I I � -­ - � �� - ��­,�", I_ ­­. . , �: : . . . _ " -, - - , - . - , . ­ � � , - , I , , , �� ­ �,__:� - --'b- -- : 1 ;--, :­ � 1 Wj �- t ,.-, - - ,1, - � I , � 1i - - " C� - - - / __� & : � I I � .. 11 // ---- . it - -, .� � , ��­ 1, - I I - � � i -� , i� I t _� 1­� ­ � . � ­ I � � I _­� - r- - � � , - i �� W rR Z� 1 -:" � ,;�!!§ I I � . ,� , , - I I i � It_ .tzii7,��' I - � ��_.T--i.:,,�;�� 7, --,,- _-,!.�4�,,­ ,,, `___ ` ­,-� _ _: ,, _ , ­ , - .11- � � I , __*- / -1 i - .; : - I i� - _1 . � ­ - : "� . 1. : :� � .__ �o:,,tt: � - �- � - _�- --, , �� z I: "- . - �' , � - � -1 -� �� -�-- , �­ � � i-�­_'_�',­. �",4_- � 7--­_-�_1 ", _ � � : 9 �� - 11 // i I I -- � I r -, I I : I� -v �, � � � I - _ : � � - I - I i., i � � ,- i_ ­,-_., i: - � I .I"i -, -,:__-,1'r_ - 1�, - I ," , ,� - , - - - - -7- - - , � � _ , - '.�- � � - , �- - ,- . i, Iz I � I- � . � - - - - _:_',.� , ,T'_ , _ -,­��, .,�, -- -� -�_',,- -�.- _11_�,��� ,�_I EZ3 ���,- -, , '. : �,rL,, 9 - � , ,/ , - - I . I 1 14 ��I , - ��� - � : ,, -C � �, . I 1-1- _ - __ _�;,,- ������ - , � __ z - . . - - � �_; -_:- . � � - ,- , . - � - � ���1,-I�I - �. , . " : . , .,,t �, � i- , - , - t, �. I, - - I � I i - - � , - , ,. 1, / ­ - - - - - --- � ­ " I- - - I� - : , : i I I , , 11, ,�1 I.,- � - --1 ­: � � � 11 I -, I -;,_�SOIL MUST BE STABILIZED BY ALLOWING THE PLACED MATERIAL TO SETTLE-. -� , , Z_- I ��. ", :r+3� I-1 - -iiii, I� . . - . , , �- - , I I t1_ � t- ,� I r 1, � -. �- � -f��:_­ -- . --�-� �: ­�!�� ,", , - ­ t, - � � I I I - , - I �,- LIMITS OF SOIL REPLACEMENT , I - � �. : - - - � � ;� - , . - I - -_ - .__ - 1, � �� -i ",-- :-, _ -i � � . - - , �-,- :� � F" - 2 11 I;-� '� �._ . . . . . . . . . . . . . . .� - .� . - . � , -- 1-1 : -1�_ - I � - I I -� ­­ � - _ Z �' ' -L.1.�,"�,.�: _� - a I ". & I I I i F- - � � ,:I � % .I � ;, . 1 _� - --� �`.-, -, --..-.-,, ,, -,- , / " L_� -::] I � '\��` I ­_ -�, I _ _�_� _ � -," i-,- � ,­� �I I / ,I � :,�I - I_.i. `,��_�im______ ", , - ­ � ,4 E..j" - - ­ , I � ­ - - � � _ ___ ��, � _ -rli.,�­�� � :� �1.1, � � -- - :.�, i ,.1 . -,- - I � ,_ `,,� - 11 -I� _� ­ � I� - I I -1-1 I - � I - � � '. 11 11 - -,- I I - o I - � - . - - I - 1 - -- LYFOF� P�kiob OF AT LEAST 6 MONTHS AND INCLUDE AT LEAST OI � � � , - '. 1 - �� 0 . -: 'I I , � - " MODIFIED SOIL PLACEMENT -- iNF, . ­ ­ � , I - i ,�: � S- . - 1. � � - 11 : i, , � . I -� 1 -,7�,� -, , Lu , _. . I � �- - / . . � -� _��. 4t � ,� � � �_ - - - ­. . ­ �.I - 1 - 11.: I -NATURAL - ­ - - - . I �­ - ;-,, _�i -���-_�:� ,,­,�� _---�1�t,i:� .,: �, � ., �­ , , _1 I / , , - ,/.+RPP9SED 30 LF 2 . I I � _� - I I I . I __ , � " . - � � - , - 4 .1 I � I _- - `: � _�, -.1 � � , � . : - __ I . I �0 � � , i . . - I - I ., -1 I :; - __ - / \ - ­ I � ,- �o . - L�I�ibk'­�,1�L I , - q6L-_", :''�, _.:��r_v, " - - 1 7 - -. . I � I - z N.- - . � � - I � B�RS .: __­ - , %0 , I � - ,�--­_� I � - I I__- - -- FREE I RST BILIZAT , �,7_ �, -,:�_-,,�� �­,,I-,- I 1: ­� ­,, , ­_ I ': ,I ,W� - �I- < ; ,-,!S _� - I I - - - - - - I PVC PRESSURE PIPE -I :��f", � � , E-THAW CY0LE,-`6' ION MAY BE ACHIEVED BY MECHAt , I � �, i - ET - �_ - , - - - ­ I\ I i I - � CHAM L, . � 1., ;­-, : - L I - � .., � I -1 j � -A , ..�; � `,i4� _."i I � ,- ��:i�',�_ . ;4 , / I - - -yl- - - / ,": i 1 '470 1. -: NOTES_THIS 3HE - : � � - I - � _: � - ­ __ -1 ., ­ - _: . __ - - I - _ _� ',: �. �,_ "L- ,:,I � _� �, 4 _z�__ I .11 I * < � �V , 1 r :];, __ o'l, �c - I � , � I ,1 470 - ' ,, , ; � j .� 1;1�'lt� I� .<0�(a): ­>- - '_ I . I I � - � __ - APWIMATELY A S ITY OF--- _;:` �-, �­ - ,- � : / k . i .1 I I � . ; I I -,COMPACTION N 6 INCH LIFTS TO THE PPR6XIMATE DEN � � � � - ., -�I - . -I - - I I � - . ` DETAIL , : - � I - - - , - ,I � .­� . �� - I �� ; -_��i;� ­ ­�:1,�:_.�,_`,', .-,:i-� I I� � ill � � . �_�: 0 W a- >:z <,a Or -8q�� - / - ,, - - . I ; . - ' 11 � -1; _,� " _ - I : L_ � -.�,�I ,p - - - ; I j � - � . __ - - 7i , , I - - - - - - - I Z:�_ , _11 - - � I ", I - : I - SEE .- � � i' _�`` "�,­�' � .A � . . � , I � �_ . I - ,�: . , .: ­-, _ , - �,I I I � � - I I I I ,-: , 7 j %, z : " � � � ,�� ,,-,- , . . . ,- . � ; 1 , � � : , � �.� � � �, . _. -�, - , -`" I- - I � ,. � i � - � � I , - , , . i - , I ' � �,,'FXIS71NG I ':� - - 11 - , . ,_�_�,­,___"_T,__,:r:_�: - -, � -- _� _,�L � �,�o , , /, 4 1 81 INFILTRATION CHAMBER @�'/ , -Z - , , , CONNECTPROPOSED \ � I 1-1 ,� --"THE ONDISfURBED UNDERLYING SOIL. - � L , - � I X�1 U zj�1? 1 .25' �(6 TYP.) � . I � � ,11 � L I I - - I _ , I I ,, W W uj M< I z . - i ­ . � e � ­_ -, � V_�_ - I � �- , � - � � ,- - � � _ : , o�._�': - � � I -- � . I . ­ -, , , -�'�!�--- - ,-- . , � , � ��i. � I I - � . � � -i , I - I I SHEET�7. : FINISHED 1 - -1 - ,,: , --.-; , __ , " /I - 1 1 - - -.M-- - - - , I ': ( � _\� - .4 � z . . , �� , . -- ; :--_�_ -: - � - < I z . � . � I . - t I ;� - � - - I I � ,, - , � I ,� i� ,� I W -T F - ;I . - I I , : - . - _ _ i I -. I - � 1, -,, - ;, ­�--_ ,�� , . - - - , - -, :, -��, - -� -- -�__] � 1. �� :E W z ; ... / - �___ - ___ . - - I I , � , , :._� .. 2"PVC TO EXISTING � - . I " . .- � i, - GROUND i - � . .1, � Z - r,e-5,, _1 Lu m 2 - -.g - / 1 � �� I � � . I, � ,_ : . - 11-- - - � . i � s - ,,� - I _j - - . � � � : 2 - . I I - .� I . I - t . -I I ­ .1 _'-, �o.- - - - - - - - I i ,,,, - : -," ,, - i :"m : - , I I � . 'L I <U) / 'j, - - - - i ­': I I I I � I i::,�il� :1 'L,.L::r.GRADE - � , , 7- 7 - : - , � I - , TO BE -- "i"­"�_."�-i-�_11.-_"�i�:, - I I -1 -4: - � �, 1 I ­ �09 � 17'0(' (TYP) I . ��� -1, i_ . - � �, , i:�_ 0.�r , �, 3 ! : -_,-� -i._� -,,- -, - , : 1, , , � ", : - , / 0) I �11 I ; I _. . - � � I I -- :- �1 2 1 A 1, � . , c I- � �i."I - I ! I- � , -I ,L I -1 I, I'I,__�L��i� ­- .__ � .,,�--,-��,�,_ ,� - I I� . >< �- W Er - , ," , - I t �1, I 0 1 i� -,--. � -_- ! - I-- ; '�� I . I I. I: � � -,imm4 , , � - . � 3 , . - - . , � � I I I. -,�W ,W UJ 2 I , �, - - - � - - _ - I- _. ­ ,�_j - �I 11 11� I . � - - �_ - I- - ' i � . I -� ­ ; - � : �_ � Z _ ­ __ I - ­ I I - N �- -'i'-' '_,'� , - , "- Cn Cn 0 X in 0 u --g- 4" 40 - I - - - : � ­ ,� � - I I . I . - I ­ __ ­��, L I/ 4 E__:E_­7�___ � ' - - . I - �� - : � 2. -SITE MODIFICATtON ACTIVITIES INVOLVING PLACEMENT OF SOILARE' D _"�: ,1�1;-:: _ - I 11 I - - 11 I - 1 r -i'l _A ., , � , - , /I i - - - - I L PT � I I- I t I �, - � : � � I : . . I,"- �- : , i I - 2 -17 . - i .1. L_C% I � - - . LATIVELY DRY PERIODS TO MINIMIZE SOIL SMEARINGA _: _­�i , - .-. -- � � 1�­, -1 R T �" .. -- I ,, - I � 1 9 2 - - L - ., - I ! � I I IDUGTEDDU�INGRE. �_ � i� - , ':I : 7 - � I I I - , - I I I � I I � � 7 : ,� � . I i - I I - ,� , I� � I ,. - , , � I I L � -t � i I I : -im � , : - I . - - , � : ,�.:, , - -, - I�� ��li L - � "., I -- O p, �-9 .I I I - �� - I � - i z - . I I , 11 7_�_ �_ - , . � �- I I - � i I - 'I. I , - I I L - � - -'L' � I /11 I F- - -7- 1 L-7:1' j ! - I � � , i`wpov ': �,� " \ _ _ � . �: " :� ­­ �, ,.--_-, .- 7, � Ho :5 S2, 1 - - .: �.Ij .I \ 1 - 1 z - � I - _f - : :EXCESSIVE SOIL COMPACT[ON. , _ i -� , - -.,� � 1 -_ -�­ I " - . - ,I ( I - A � I . I I I . , - - _. � � � :L.. �%!, � I -_j 7 I �� �' j � L____j , ! L____j I . � � I I L - �­. I t �:,��:,-,�:,-,­. �,­,_,���'_': -_ �_ �:��_,- 7, T Lu 0 Ul <0 iRW 2 " " I _� �" :,,�:,,,L* � �, ,:,�, _ , : u `_' a' _j U) W to V) '�;2 0 , - � - ` I - - � - I � I -� - - -� �i',L� , W!N ­ 4 2 1 - i -� I - %_ -1 I 11,__ V- ­_ �­ i.� ,;-� . .,� __L� : !, I - 1,- _. �- - � : : I �. - C) , T - -J:) r.d- _, ,/ I I - _ . it - - z I ­:- - _­ I I I I �1�- � -, it, . I .� �--� - I �­- I- � -���_ ­�.: �-c -� �.� -� . - ­,,- �, ,I 1-1 \ '',-L --'--' 1 ' �:��,"..'.......... : i � -'I :.;- �L ',--, .j -� - ,� - I 11 :I�, " - � - I I 2 �:� I _ - I - . I_� E I , I� 11 � � " _� _' - �, , . �� �c, : I I � ­ ­ I I - I __ . t , , . � � I i - - _� :, , 1 L iL.­ - � __�� � ' I - - -, , , � - - 11 I z . ' I- - . ,.: - I I / t . - i / � _,-� _ �� � - ' i. - :� �� ���t -*,+'L '_ ' :_,ER - - , I - i I_ I - � I � : I . i M' � :_ - - I � I - I � I � 1_0 L - : � : � �� ! � - - � � � ­ � - - I - - ---I � - -,-, i �L � . 1,40 i I , - � - i: - : I I 1, . ; : � - I � -3. .SOIL SHALLBE SANDY LOAM SUITABLE FOR SEWAGE ABSORPTION,BE,FREE OF- �,,­.�­ � , __ -, , ,� - �:__I�,�_'_- �, ­'� - . j I ;� I I I , -L, t. I , � I � � � I - - - - � -7-- - ; -, / , �� --, 4 �460.15 - - ,� , N , t/ - - . I - I ........�� T I - I : , � 40: 1 1 - . - ��_ ­ ­i_:'� ., �,__i­� , - � � I-_ -_.-, I � :7 -,,� - -+*1_','�i-,_ , I , I \ � . - I -- � � I . I I � - L- � .,_:�_ ; 7 - I i I I I ,� ­ , - .1 : . I - L ­ -­ ,-__ I -9, I i :, - , - . I I � , - , - � :"PEP �I ­, � I : � . - I - _- __._ _ _- , ___ _ � L I . I ' ' , - I . - I-�- , - 1, I . \ ,; i �. - `� ; j i, i ; . FINES OR OTHER UNSUITABLE MATERIAL AND SHALL HAVE AN IN-PLACE �- -- I L�, i�', .1 , � .. � - � i I i­ :L�' T- - � - - , , , ,/ � , 11 , - il 11 ,/ L' I � . i � , � - - I 4 " ,F.LFVr � � � � : I � I . 1. i , _, :�, - - - - - - - , \ � i �'L _ . _' � I I ; _1� . - I � ; � - _ - I - ' - � -11 _ L�;: ,� L- I _ I .. I � , - .: I � , ' ' ' --- - - �'Z': �, �. -, , --- - . I L , � I - - i'; '- , , . _ � , -�� �' - � - I - - 1. � : , - I - , , _ - .. I _ - � - - � , i � I : _._ - - � - ­ 7 _ - -- �- - I - - I I - *�` 5"T'llp : . 7, �, . i -1 : :i !'��� , i�:�'_ _ , _ I� , 9 , / , i i I I ::"- . _�.�, - I " � L . - � � - : , i , � , , I - , � ­ - . PERCOLAT [HE R QUfRED,ST) -_�.-`­�­� ,�.- i- -r.:_it _, - , i \ . � - 11 I I \ I 1, : � . . I �_ - ,_�,__�'___ __ , , . .� 11 � I : - 11 . - � � I �, : �. . ; � ­ - 1, . � . - I . ­ I r I � - I L - - - I., 11 1, - - - ­ , q �.o - - - -" ,� --7 L.2. � � � :� I L " I, � . � I I- I I I . � IT I I � I � I i _ I - - � L ION RATE OF 5-1 0 MINUTESANCH AFTER E \81LIZATION - � �� ' __ _ ­_,_�L '��;_ -1 I I�, �_& --�j i - I � : 163.65 I � i _ _ i I I ��, . I - . � i , - � - _ _ _ -z 0�H , , � I L � :1 [M= t � - I - - � W_' - - -, F=�� - I \ . : � � - .� i I I - 1 �� , I - I �i _"'�I .I-�:,��,,-, ;;.C4 P., � ,�-' ­ _ , � , I I ­ �� � ., � � : I . L . I ___Ie-� , , ------------ - z: i - -1 : - � . __ I � i I - - - - � _ ,- _ I I - � L _�e '�L � . I � 7- PERIOD,THE DESIGN PROFESSIONAL SHALL PERFORM FINAL PER 0 [ON I ,__ I , , _ t : , - :_ � q - . C LAT ' �' -i L �!11 I ,1." _ - � - - _, / -1 , - - - - - - - ; - - - __Ij , , .11 � ': i I , . �, - � �i - . � � 48' � � ;: I -I ' 1. rEST IN`_.'_'_ -- --_:_,--,- -,­ --',__ �,_ - �i , 7�_, ` :-- ,.- �__ � � .7 . I ­_­­ 1- ' , I I ,: . , � - .. : � . I - � 1 �* � : . I - _ -----,-,., L ,- 2 �!,- �P, - - W - .0 - _.'' - � I . . . - �jj,� - - - - I L '� __ , -`I I - , � ,-, - - I . I : . . . I 11 i - - : � " , _ _ t7L! __:0 K � - - _k q I , . I -�_­ - ��-�� � - I 11 - � . � : : - : I i - 4__ -, -":-, - . -.1 �� I I � � � I - � THE FILL AFTER STABILIZATION.THE SYSTEM IS CURRENTLY DESIGNED FOR A-,-�-7;-',-_-; '-�`�:���-7` , - . -�Z,; I r "I U ,� -0 I I ?. M---- - -0 , - I ,1 CAP ENDS OF 4"PERE ) 92.9 ­ I . __ I 1 �:- ,. -.- 11 - _ :, & I . � ,_.i. 4m _7 - - -- - I ,� I - --- _. - -4_1 I -.,,I� I I . -� 4W . . -�'_�_ -, ,�', __,il'. , - - --- -, � � -1 - � - - . I I �� - IL ! -� � - : � I m � � I- i . ,­ i - : - I ' � I I -, , �- - - . - - ,_ .-I ��_i 4 Till i �, I - I— -- ; I �I �, I I 4 �- . . I - - : - _1'1'� .­�. ­ _� _L, _C_,�,-,__'�� - " - � �� � ­_".F-��- �­"i5,.--,, i � I o� - I � , L- - _�_ -. �� ,.. - -- - I - I . 3: 0 > __-_l,,, ' ' :�, - - - , __ 7- 4 ul , � t : i - 11 1 q 11 I � I - - ' - ��j - , , - , '' � _ _ 4.1- - '_- , W , - : : I - - S ' - , , " , - � , _-, I ------ �� ,, ]-��.� - - I � � : : .1 -�,� -�, ___ - � - __ PVC PIPES(TYP.) -1 .1 ---465 1 1 1 -1, - I � 2 : I � t . I o I - I , � - � .r _� - � - I - i I � - , z : I i I � -1; � : I- o --- , __­ii-,,� i� :� ;,:�� . . ,, , � - ,, ,- - I � �� - �. - I I . : : I : :, � . � i I���, I . �- ,C.� W z - : I _ . - T ; I i � i : � - -:_' �-- ,�_� L. " - � . . � - I I , - � I - - - I � I � .: L - ,ATE AS NEEDE � � ,�,� -,-i--,, ---.--:L I—, :- � ,� , - I "I - I­I : I � � I - j I � � 4 � � : I PERCOLATION 'i 7MINUTES/INCH.THE SYSTEMIDE IGN � ,� I I - . I .- I � , � if , � - ! - I RATE BETWEEN 6 AND � I .I I ,/ - � . � I I,� . ,_I � I I D�SOIL - _.' � ----­- ,- -- -� I I I <2 z >�, s- - - � I � - _ , : �'­ - - - -1 - - ­`­ :; . .,t i ­ - ,� -Z :5 Lu , - 1- � I - __ -- - , I I � I � I i . . - I I � �,-- ,_ � , . r��-_,..-�-�__-,"�`-,,-' �,:, / - �� � - __ , , i - - - I �. . 7 I i I : I . � SHALL BE ADJUSTED TO THE ACTUAL PERCOLATION P - I I -1 I i - ""� I� . .� , , Cn � 4 al ,/ / I I - a - r �I� - . . ; z I � - z I . - ­ I I , � " - ,-� - - � ­_ ­ � . � . I _PVC VENT- 6- � L 11 : � I � � I : !� : I TO _­'.,-�:�-�:-�'- -,- ­,-� _ - I� �� L - I - I -�, i / - � -46 1 1 , - -2 I � � . :_ . � -i , - / PRC DOSED 4" 1 1 L - I- I I 2 � I : : � ,�,, -_-� - -i ; ­ , ;,-. - �,I Cn U) - I i , ,--� ,,��i � I�i�. - �� - 2 �4 y . ­ . : : - � . - , , -u;4 -Lij Q i-mm -- � - ,/ � - - -1 . : -1 , i - i .,� � : I . ,. I ! � �I .I I - : . 4m L SPECIFICATIONS SHALL BE SUPPLIED TO THE DESIGN PROFESSIONAL PRIOR __ . I - :-:,��',-� --:---� -, �­- , �,,. � ­ -c�_:- � .- �_, - -69 r� z - m - � . - ­­ , I I --- - � ���, , , , I . �_ '4 �_ z / / I ; � ­ __ I ,��4W "!, . ; : - ��� I % �� I - I , �:_ - _­- , -- -�� L I I I ,i 'j -< zootwu�-Ai -- � i . ­ I �� -1 � t : - I -1 - -- - - - - ­ C� uj �0>->-, I . ; I . - L I . i: I I.-1 �% - �­ __ _z�____ / /. � - __- . . �� --, -1 I-1 � - � . �, . . :: '', I ' L I - - -1- - . . I PLACEMENT. 1 I �. � .--,- -_� ,­�- ,.--,.,�1.� - , 1_r__z ,_.�� ., 1 , --, , -�� -1 - I I � .. I � � z - - � L� � I - I-,-,__ '__'_' '-�____� I ::�-L�: -�", � I ­ �I I I - I - � � I . . I I � , I . - - r ­ TS � , I - _-__, _: . I- . I �� � - - . . I �., - , :� I - I I � I I . ��_, � I � - . � ,,L-i--- - ' - .--'- ' _1_: . 2 ­ . �",� �1_ -i 5�W..-I'_ - I - . F � � -1 � � , , -1 - _­__ -_ _ L-- � � I , I .�_ I _� .I � . I ; ': : � ­ I 11 I . . . I _�� -I�­- .1� -------L, � - . - I �I_,�__� � , - ,, ,/ I - . . I __ - - � -1 il � I- - -15 : , I - - 30 � I �- - � , ��,'-,­_� r.v _­ - - �_. :n �: v)3�: 3: , I I - - I _ - I � . -30 - 15 1 1 ., I I f I , ,: ,L: '_­ - - � � - r - (L "I I 0 _ , ,� L7,- ,-1.� --_ - I � - � �. �,L - I I I I - _ L7 - - , � z / � . - - _. . - I f I - . I I �_- I - - I � I � � - I � I � ---,_ � _ " I I I_- _: ------, --- : --�'­: � ­ �� "I 144,�4 Lu 0 Ljj-uj Lu ng , (I 11 � _� ,_�__ � , * ' I - I I �, ­ 1_ ! I .1 � I - � I - ­ I I L �, ��,.___ ­.� _.'r._ .1. � -,�-�__.�,., .-�1_I,,, ! _-____ �_, , �'­- I ,� � ��-t�� �r'I� :) Z Ca Z Z Z �5 L� . - . - , � - I - I I . I I j I � - - I - I� - ­ ­ I I � 11 I � L i' -, I � � ­ 7 11 I � - , -�, � - - . ` '­ ­ : �i, o ----- I =� /I I I � � ,-, . - i : , ' � ?�- � - I � I � I � . - ,:,� ��:i. ­_ �-___ , - , L 1:,:: **-' §. ,� I I �, - , : 1_11 � � I ­ - . I � - . I - I _ �­ .� � -��,7 -� � ... - . pl� +'4.4* ,0= I � I . I - � I - . Ir ,L�. �� �,_ �,. , _ i � - - _ /I / �� �/ : -EllZill 2.4,r__,A , __-. : 1, �, I � I ` I - � � - - - 11 - - __ I :�, . 11 ,� I �, - ;:�z � It< ?� � L I . I I I � , � . � � � I � - � -, - ,� , _ I - . I - I I I �, I � . - - I - .. - �� - I . 11 I _1 �_��_ i�, ,: , -- , � r I :L :n�� � � I : � _: - I L I I - - , - I 1, - I ". I � � I : __ I � .� . : / \ I ­ I � - - - - � I I L - -.1 r I �­ ­ � I ­ � � , // .1 _�PR plpf- �, � . ; SEPTIC SYSTEM SECTION . ,. � � I � � I �- I ,- I - L I , - . / f5511ff �/I 1� i .. I \% I - � I � i . � I � - 1� � � I WASTEWATER DISPOSAL SYSTEM PIPING I . I- I ­ I I , -, :, _ I - � ­ ­_ Q , . :� , <�" I I / 1, ,� I c I I .J - �, � ' : � . � - - I .1 -1 � - � "I I - - . _.L 1� .; -� I �� - I - - � ­ 1.11 I ­ � I I �, - , - __ -1 , I , . = ,- ,-1, , , � I - - - I . � f I : � I I � - , I ,/ - - , I __ I � I \ -, - I �& HORIZONTAL SCALE 1"' 1 O' � L , - ' 0 ,�� � , I -1 / - , I , �1� �� � I . I- . I I I , � . I_: I�- . � - - - � I I � I � -1, . I � �,.� � i: - - = _ . I - � I . � I I, . � . �� Ir I_.- W I I .; I -L - . � I �) I . � - . . I I , ­ I , / \ i -1 I I �� VERTICAL SCALE: 1" 1 b'- - . I � __ � A. PROPOSED MANHOLE WITH ZABEL FILTER TO 2,500 GALLON TANK WITH MICR FAST 3.0 FAST UNIT ,4 rn 1, / I I . . / �- " I - I � I \\ . .�- I ,-� I I I I � .I - - -L �� - - ­_ - � � I � . - � I �I - - I / I / - /I .--i., , 1A it � I � I L q I- _� � � � � �I �, - ��, . L 1�� - 11 1,.:� -1 � - I -1 -1/8"PER FOOT(PVC,CAST IRO ). � , - _­ . � : I I I � -4 1 . . 0 , I . ., � - I I - �: - t � I �I - , � :.I. - � I � - 4'SOLID PIPE,TIGHT JOINTS,MINIMUM SLOPE � IN I - ­ � I � � . � -1 - - I t, 11 . . I k - - .1 - . ii,- I I �� I �, I � I . I I I . I : � � I � � I - % - C�: - - � � I . - z . � _' , �� � I � - � I 10 � 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 / A I I , I -, - � I I . . .", ­ 'L I I - �� .- i -� � �.� I � r I I I . I I - i -� I I � I I I I � ,� _ _ - B. 2,500 GALLON TANK WITH MICROFAST 3.0 FAST UNIT TO EXISTING PUMP STATION - - � � I . � , 11 � / - I I .- " . L�,� -,1: ---11 i I \ I� �- I � 1 1 L - � .1, . I REVISIONS L I � / . � . I I � � _o_ I I I � . I . .� � I _�_ . �, _1 I __ I � I � j � � I L - I I - - � I - . I � / ____" // � � �_1_1� L ] r, , , I \\ -I �, 1�I I I � 1 -1/8"PER FOOT(PVC,CAST IRON)., I 1. . ___ , � � I ,:� I � I I L �I � � 11� I . �I �r I ­ . � � � 1 4"SOLID PIPE,TIGHT JOINTS,MINIMUM SLOPE . / - � I I . .- - � , I :_ I I � Iz � 41 - � I � - - L - �., � I - � � I - - 1. � - . ( , - . -, . ______, :_� , , , � _ _,_.I I \ � . I I . I � : 1-�'' ",,_� i - - . I � 11 I � - - � I- . I 1 . I� I I r _'L I . I � I . . � - � _ � - � - I 1. I � Ti __ - - t - - �­ . I I/ I I _ .I � � � 11 i I � REV DATE COMMEN BY � _____ - /I I" ____.�� � 7 1_ -----____�_ - I � 1.-, - I -"I 1.�! ,- I \1 � :I I. -, �', __� . ; ­ , � � � I _� v � � ., I . . I � C. PUMP STATION TO DISTRIBUTION BOX 2"SOLID PVC PRESSURE LINE,TIGHT JOINTS. I - � I I I I -, �, I I - � - I I 1� - I.I 1, - . I l� . I �11 �, -1 I �. . - �_ 11­ I I � . I �.� I .� .� � � . I �- I � .L � � I � I I ---------- -, � . ­ - . . I � i � I I I � � �. I '' .. � � I � I II � It I : , - I ,� - � I � � .L �� .. � � I L � I �11_ __ ,--- I .1 i-------------- , " I I- I � � � .11 \ I I - ­ I I I � - ��. I I I - -1 . � - . I - � I I � I , � ------467-1 I J L - �, .- � I � -" � , - - . . ., , L. " -1 06/24/16 PER DOH COMMENTS TDL // I - . , � . D. DISTRIBUTION BOX TO LEACHING CHAMBERS:4"SOLID PIPE,TIGHT JOINTS, � - I I Z�____� ---------------------- , _�___, I�� I . -1 , - "'� I . ii, \ ­ I I� - I . . I � 1%,_ , �, , , � I I L I ��_ I I I / A � � 1 � , � 7 /I � � . . .­ � . - j / /,,' /-'-x, --------- _'�, ��, \ � , 11 - 11 . �_ I 1-1 I I I � � �1,�, -, � - : ­_. 11 _ : I I - -11-, - .- � I � L � I I __ - � I I _� ---�, I 11, \ \ I ­ I // I . ��', �, - � _ ­ �- I .­ - . MINIMUM SLOPE-1/8"PER FOOT(Pi CAST IRON). � �I I � L i � I � ,I "/ // I I - - ,�"I \ - � _ .�_� , - I I I I � " � . � � �: :- I I I I � - � I - . I - � ---------­ - _�,1, \ \ . /��:­ / - ­ . I � , - 1, � I / /I " I 11 _ � � 4 � _-, 1�, - 4 - . ,/ � � L- - � . I � L . � 11 I � � � I I j � � � - 2: � I I / / / , I il � \ -\ \\ - � - - I . I � � I � � / I / , , _____ "i'. I . - � - ­ � � - I I / I/ I -------------- ___ - 1�. , \\ 1, 01 \, � / . 1. ��- �� SEPTIC FLOW DESIGN RATE � _ I I � � � - ,E. LEACHING CHAMBERS:HI-CAPACITY INFILTRATOR CHAMBER(H-20 LOADING)INSTALLED I -1 I I � - � - - .1 __ I t / , / 11 ,_ I - . 't _', "\ .. \ \ �ze \ - �: I: I _�� - � � � �, I � . I I � �', ". . - I � I � 1. N N \ / -­ � I I I I I . . @ 0%SLOPE BY INf ILTRATOR SYSTEMS,INC. I. I -� .. I I it / / I I -------- F_/ I � I I - � "I­:� I � I � ., � I � . - 1 - i � -1 � �. . - ­ � - L - I . . - I / , / / / 11 -----------463� ­ - \ ,\I- \ \� \1 I .1'�- 9 11 � - 1:�;_ ,_ , I'�, PER NYSDEC: I I I I� � I I- � j I I I �­ - � I � �� I . 3 � I L I - .., I - . I � �_,_- :,,� \ \ �\ I I � I I , I - - - I I I - - - . � � I � -1 �� - L � . I- . - . / I ---�_,--462- ----___, , - I i - . � I � I � I� � - I (0 I / // / / ,0 -------------- � I � k \�1� ;"I"f, � I I I I I I I I .1\1 ,I " / / ,- o t ,� \, -, �� I I I I y f I f / , I I I �. I I � - . N I _.1� I i ­��-- 1 16 1 35 GPD / SEAT= 22(35)= I � � I � I 1, I .1 I I -0 I 11 � � -�. I �1_ I I . �_ I 1 4 1 1 i / , � �A \ , , I I � I�I .: � . . - 1, � 11 I - � � 11 . I I I � �, :1 \_..,\, , , , ,� I I � I I . 1. ­ I \ I . : ­ I , I 11� I I � - . I I I I I , 11 I I - �, �\ -% , - I ,,, :: �_,� I - I I I I - . ­ � - � ­ - -11 .1 � .1 L�, - . � � - I I 1 4. - . �� ­ - � I - C I , J , i " , " " " - I , ,11� I "� �t I _t I - �. � I RETAIL 0.1 GPD/SF= 3,870/0.1=-387 GPD � ­ � �. 11. ­ 1, I � I - I . I I . . - - � I - I � :�� I - - I _ I - - I : � . - � I � I . I , , �', � \ I t 4 �__ - -1 - �_ , � , : . I I , I I , I , I i t k I � I I - I - ,I, , L � 11 � I 11 � . 1� 11 I .1 - I - � I L I ( f , f I F - 11 � I j I I � � 1 1,157 GPID - � I . I � . I . �_ I I I � _: - "� � _ � � I I I I 1 ,b I K I I I I I . 1 . I I I I I I i ll � � ,, ''_ I I � .: . I- 20% CREDIT _. - . � I .,I� .. �I ,� �� ,��� I- L � � , � . �- I I � f , �1 � � 5 � `0 I 10 I i I F,v15`T1NG,1NR7M710N WIN�, - I I ( ! I ; 1 1 � � � . � _�, � I � � ­ I . � . . f I � ;� L, �-� .80 I - I I � I . 1 11 I . 1 T I y 1 i , � i DRE - m - �'�I I I : 1 , I I!- , I I - ; �(WATER SAVING FIXTURES) F I I 1. I �I - �1. �.� I �I -� �� _� ­- � ,- 1� � I I .� � � , - _� I I _� ` , I : - �I I . I. , I � I I � DISTRIBUTION BOX � . I � �_' .11 __ - - �- - I I I . .:_ I - � - . - I I - -,- � � � ­_ : � � � I � . � � I 1, I I I I I I I i - - I 1 _1 I -I �- � �: ,I ,� . L I r - . I I . 11 11 - I -� - 1, , t, � i ._. 11 I � I , I I I I I ­ - ­ . I - I I - . ' ' I - i: � � _ I I . , - � 1 . I I� � � I - I , , ,, I i I ,�_ � - I- I I I 11 ,I I I � ,I - I � I I _� MOVABLE COVERS -_�_I`p , �L LF I -__', _- * ,:­ _'t", I . �_... 1 6�� _ � � I- - - - 1 .- I - � I ��,� I , I ­ I I I �, 1. DISTRIBUTION BOXES TO BE PRECAST CONCRETE WITH RE FOR _i� ' L � ., I I __ � i - I 1, I t, , %\ 1� 1\ �\ , S_ / / I , , I � ) I " , , , I �I __ �L I . . I � ­,_I _ I - ,_� '­�:_. I I . I 11, I I---A . . I � I -, .,I I , � � i I I \ � I - 1 j I I I ,� - 1 . I I � ; �-,- � �� � : , �� I jl . - I I ,� - I \ \ x \ -1�_ , � - . � I 1, 0 � z_ �_ I -1 L,I - I �� �, , I I - � , 1 � , - ;� ­ ­ 11 I � 1\ % I � I - / / I I - . " I � CLEANING ACCESS. BOXES TO RAVE SUFFICIENT OUTLETS FOR LATERALS,AND T -I - - - - - - - I i � �\ , \ N \1 ,_ --� � ________--"1-,_/ :1 , I / � -�_ � - -1, , _�, I . I I I I ., � . - �__'. .�� -I:_ . I I : � � ,,,��, 7 -- - _ �_ I - - �,:�_ - I . .- "__ i I % I \ \ N \ I --- -1 1-1, - , , , ,,, " I ­­_.1: . �1 I - � I I BE CONSTRUCTED WITH AN INTERIOR BAFFLE. DISTRIBUTION BOXES SHALL BE i _ .�%� I I I I I � - 1. ..I L.I - ,�� ': � � 7 .L _� I� ,: - � ,' ' � , I- . __, . I - I I I � . I� I - . . I . � _ I % \ � \ X, \, , �1O - 11 / � / // I I 0- - - I ..- � . I I I I . � I ­ I I '� � I--- ., _:� I 'L I I , I \ \ 1--v-------------- 1. 7 ------- � , ? ,. � 7 � �I I I I MANUFACTURED BY THE FORT MILLER CO.,OR OTHER APPROVED EQUAL , I - ; � ��_­�:]­_ I - ­, I_ I . � I :, , ': �_ _-- � I. - . -� . : '' � -11 I - � , / _/f / I . I " I I - I, -- .1 � � :� I : ­ . I I . � � � I I I � I - " - , , , . � � I ­ I - . � � I I i - � I . I 1� -1 , . _ . - - - ­ 11 I I \ \\ , � ------I-------------4------- ,� / �` /11 1,,I I -I �-, .n �, - TEM OMPONENTS � I : -: _ L-11, ,� �: , : cllrl i�": 1�9� I �I-I , I : �, I � - 1 -------- L,_,�, , / / , I I - _ ., - - , :� I I � I, � I ­ ��_ - - I TABLE #I `�- MINIMUM SEPARATION DISTANCES FROM WASTEWATER SYS C I I I � I _. � � :__ � . ­ I I :: I : 1 �'�- :� .� 8 _�_ � . I�_­ I -, ; - I \ I � I__ ,, , / � 1.�� �-,� I:-, _,� I '' I ., � I ­ L I , - I " \"\\\ " __­------------- 4 �' � , ///.P --I I ,� I��-I Ol� I/ I L I , �� , i �-� �;: IF' ,.:� � I:: ''.� � - ___:., I � �I� � I I \, - .- �, // , ," .1 _:�,_ I / x � � � � I 1- I � - .1 I I '� - , - , _: , ... � - � _ I I L . I _. � - I , , ----- � -------- - , , I - � / - - " - ­� �,L:� ,, :: � :-, �i :7 F",-I _4 . _. LL - . i 1, i_ I I ­ - ­ \ ----465------ , ,. , I - I -1 � - 1. \ � - I - ­ I � . - I - -�: ­� � - .. I . .� , , , _ II I � 1� it I . - I I -1 - � - ­ -. ­ - � . ___ . � �- �, � � .I I I I , ___�_, ,"I " : \ I � �. ,, _: ,I - �. L- ��,I � I . � , ' �,L � '.� -­I _1 L- �_� - , � . -- , \ , ,- ---- , /, 'I I . 1, I, � I x - :11 I TO STREAM, LAKE, � I I ,� - . .- - - : -- � -, ­�_­ � . � _. I � . - - I I- __ , I I - I - �_ .,I I I \ I � SYSTEM FOUNDATION PROPERLY ,CATCH PRESSURIZED . I � . I. . i : �:._ ­�_., I, I � _� .I '1 L� I , � � 19 � � � �x � � I I . L I I i \ I --- -----------------------466-1-------- I I-- , / �� . � - . . , �� I , , -I- I - - �. �� : , - �� . � L ;�I I �\ I I I �I I I I q-_ J.": I \ � I I i BASIN :WATER --LINE - . - � - . �� " '-' , Ir,- 'i� :,]: �� ` I I ,� I � �_, I I ­� , I� I - - ': I 1�' x, ________ � ------------- / I : / WATERCOURSE . 1, - � -, �, :, �, ­ �_ - -, � _­. I. T - - I I :, , I- " I --- I __-, -1 - ­ ­ - - I ­ I I -- �­ ' I -------467-- . I - 011 - I � I , \ I - . WALL LINE � I I . I' - -" -i '.- , -� - � I :1 .1 � - , � I � -. - - � - L C I I *� _,� � - I I I \ I-\----- L - , - I __ , , L�I / \ - _�� . - OR WETLAND I � � . - � � ,_.�_, �� ,1. _:i� '. . : � - � I � 1� : � � _ � i - , , - - � ` � I I .11 '­ ,� : ql­ � . I .1 � i - , . I _ o_ I - . - . I f N N ------------- � -L " - -- � - �, I - / � I �� I - � . � . - � I I:-1 ,� " , �. -1 I,I-�: ,-, L� � 10 I� �� - � � I . �,I - � , \ _,;�_­_� I . ,, \ I_�il. - . I I I -� - - � - -i, � I �: ;i � � � . I - ., ,� � - � �,� �.. - .1 I �- , - I / � -, - - I I I :i, / \ I I . - 11 , ,� ", �'L� � ­ L I � � -�� 1, ­ � . 11 I �. � - :,: , L, � 'j . f-1, ?___46,9__ __�___ " - I I � _1 � I % � - I - � I INSPECTION OF CONSTRUCTION I - I 11 -, t I I - I ­ � - ­ .. -, . �: � I I - I-------- I I � � � - ., � � I - , ,� . /, \ -- C - 4 - - I . ; I , 11 , �1 . � I - . � \ I " ) .,. ,- -.-- - I / N I I I I I � I I - - - � I I _�9i: � . : :�, I " . . , L "I . "I. , � I ­ / , - , - ------ I I - / _.:� � I I --- I I - , � ,� � - - I - � - . �. �_ , / ,�, I ! L.�- ---------L_ : ---------- I L I �L I GO TO VERIFY UIS f ING "-. , �I 10' .1 I - I I I HOURS -, �L' I I-;,., I �.-,� _��, - - , � � � . �I� : , --I o I � � �:L�_ - __��_, ,/ / '3-, 1 I' 1�1. EX1500 2'/9/c_,__-� 'I I I .1 1, I I HOUSE SEWER - 25' 10, 10' � 1. THE DESIGN ENGINEER AND TOWN OF QUEENSBURY QHALL BE NOTIFIED 48 - :_i, � �., �, �� - 11 .�� . � - ­ __ , . � I� x.� -` I .- � I � � I I o _j , �­- L�. - -� � �, -11 .I � I � I I - I - __ � L I L ;T � , // 0 '_�, 41 EXISTING 1,000 GAL. PUIVP - 11 '� I STRUCTURES, INVERTS, - 1� . I - IN ADVANCE FOR THE FOLLOWING INSPECTIONS: , I ­ I . � � , -" :,:., . z_ . � I L � I . - . 11� - � I �, 11. I . I 1� i � ::. :_ ,4. 4.1 - IL I IL I _� �,,�, I I - � I I I - / T 1 1 �-`� ,: I plFf5511ff P/PF -I I.. . I � ______ - ____ I I - - ­ . � I 1. 4 - 1. , , ­;, - il - I - ­ ''I ,_��.__ ��- I �� - I -, ,- I I 11 � - L - � ' ' I�- �_ : �.r I � -1 , - _� � " � ATION RIU=46.9.7 - / - -A - TYPES,L - - I I 10, �L -AT THE STAKEOUT OF ALL SYSTEM compbNENTS AND AQ,Q __� :il' , � ,� ­ ,T� . I '' I - � �i I , (-) ­- ST .5 - - - ( � / I " I I I � I _ _ ,m .-, � I 1��PIPE ,QCATIONS, ,�� I 11 ­ . I � ORPTION AREAS ,_ � ,._� ­ �. - I ` ,�- I : - 1 12 1 � ­ � '". �. - � � 1- .� // f -1 - , ,_ i . I - I , I -1 . SEPTIC--TANK � 50' 10' 10 25' 1 1 � ' __ - I_ I ' � Ili� �' � � I I I � I : . L�_,_ I . �� ol� I � - - * I � � � - �i ­ ,INV IN=465.00 L- ". �- : � I I . - � 2 : L� ­ - I �. � ­ , � _ ,� .1 , I I - �, I I , I AND SIZE,ETC, AND REPORT I I _ � - - I � I - -AT THE INSTALLATION OF-THE SEPTIC TANKS AND 018TRIBUTION BOX� . I 1i�-.-1; ­ _� - L � �_-i- -:;� I I :L . I I I � i . I �� _� .INV OUT=462.10 - .� -1 - t � I I � I I � - - I ,� L I L' 1: I! ­�­_:, �. � 11: - : _� � I . I .1 L � � . - � , �-� I/ /I '� �_­-------468---------- , � - - � � ANY DISCREPi TO THE � .1 I � I -I . I I . - � L% ­� � � � - : -1 - �� � � � � - I I I 1� - ­ - / / ,_ ____ - -: ,,, - I� � -AT THE PLACEMENT OF THE INFILTRATOR UNITS,GREASE TRAPS&LIFT STATION _:''L 11 -I 11-I�­:1 �_� - �__ :� I � _: 15 . _� ,I I .� 1, � , I . 11 I 1� � - I - I _­­ ____ WSIDE 907TOU=460.25 - --- - �FFFLUENT LINE : I - ��- I . I - I . _. 1 -�_ . �­ : i,­_ , ,-�_ � I ­ I . ,� - � I , ­ I .1: / � ___ - - I / I 0 i PROJECT ENGINEER PRIOR i . I I _�. - L . . li,�: , � i, ��:�_. _,_- � - _� - -- ��, - . � � - I , � : TO DISTRIBUTION 10 -77 . '. � . -AFTER THE FINAL GRADING,TOPSOIL AND SEEDING, - I I , _: 1- - , - I . ­ I I I � I I- P�QPOSED 8 LF 4l'PVC @ 1.0% �, - I . . I � � . � - I - � - � - I � . I I �� � - I I� � I I I I - �I I 1- - �// " 46;,---- - �, . i . I I TO CONSTRUCHON , 50' 10' � 1 D' . I . I I - 0 ,/ 1� . - I /// i L I .- I _�, I I � _� - I - 1 2. CER ON A ­ E PROVIDED TO THE BUILDING DEPARTMENT "o, -I L �I ­.- �� � 14 1 � �� � I I � I � I - � 0 " � � � � 'BOX I I TIFICATI BY: PROFESSIONAL ENGINEER SHALL B � - I � I� � - C I -- .14 - . I I � � I � I ,I I ", I �1; I . � -/ , � I I i .- . I-, -I � - -� -. , � .; , � I - -� I � , - ­ I � I I ,/ j I . __ Pj0POSED 3 LF 4"PVC @ 1.0% /� L I I I f I� - � , - I I I AND HEALTH DEPARTMENT UPON COMPLETION OF THE SYSTEM,AND PRIOR TO THE ISSUANCE OF �, � I . - / / I I - I I . L f � DISTRIBUTION � � I , , �I � . -, . I � � I � - I - ­ � i i , I - , . � � - � - -1 I I "I � / I - . .�_ I THE CERTIFICATE OF OCCUPANCY.- - � � I __ I - i�L � .: . I . - � I - I I I � ' I / . ' . I EXISTING 1,000 GAL.PUMP 1 - 20' 10, 25' � I 1D, , .I.�I . � I- I I �I"I I� � : - . �, 1. ­,�_ I. � 11; �­,'' 1� _ . ,,�': � "I­ 115 � - I 11 � � , . I � � L - - . - � - - . �� ­ I . - I L . ­ I I - �.i - I � � - i / I '-- I / 1.� � - I . -.L' - � - I _,- j - I I I I � ­ 'i. - . I . � . I I �� � I . � -� L, �_ ' L � � � �. - � - ­ .- � I / // I� ,I I /- .. . � � . I ; I � . - - I � . - I I I. -1 1; 1. '. _­ � , _�� I . I I � -1 . . "I � I '. I I �_I . 1 � I - I � �� - : � .- � . I - z I .. . I _. I � .1 � . - - ­� � - .�,"': �- , � - - ,, �: - - � . . -1 -r,: L I "I 11 - , - , � / ' ; � I _� � � - - I I - -, � � � , :. - ,�, -�:;_ � �­ I -I - , / -, . ' , / - I � � '�INLET PIPE AND SEAL OPENING �: "I 11 1. � I � I � - - , ,�� , -1 L - " I . I 13/ I�, - I - I , i . I ­ I � � � � - �, / /, _� /' - " :� __ I STATION.GO TO REMOVE - 130� � -, loo, I �I I� . ­ ­- i - I I � I I . �� L . __ I .' I E . I � - "" I - � / . .' - PROPOSED 6"PVC VENT . .I . - ,__-r � INFILTRATOR �.,� �i - --, I - I- ,. . I. , i � , � I I I � . ­ I �I �. � I- I - .� �/ / I _'- / I I ,I 1. --- , WATER TIGHT.('70 TO INSTALL cl. � - � I " j- , � -. : .. ,� ,: I i ­ _ __i!�� - :1 I ' I � . -% � � - 1-i - # - I - " F POSED 2,500 GALLON TANK / � I I ��� 100' 20 it� � - � � � I I � i ' ' � - ­ I_i-, �:��:;­'_ I �,�, z � � � - , I - .�, _.� - L j.t TS -I'. I � . L �L . - ­ - - . I - " � ­ �, F R.1 - , ­ �:1 UNI :__ I 10' 50' 10' . I t � - � - - - . ­ I � _, ,_�' ,'', _ _�_ 1 � �.� 11 - � � I I . �, _ .11 I . ­-, ;� - ;� _ � ��� I - - � ­ ­ . I ,, � , , :__-, �,�' L " _ , �, - ­ , _� .; . I - - I . - .1 _­ � 2 :�, , / I I E AS SHOWN - , 11 ­� ;� �: , ,� , / / �i � 1 4"Pi INLET PIP, - ,i­_:�� � , _ - - � I I . � � . I I , , _ - - � _ �� _ _, , , , _k . - � , � -- � - ..--- . . I - . __ . � L. - - , k_� _ . ,__ __ , - - .. I - __ . , � � . .I L � � - , � '':�, - !''�� __ . � � ' :�-�1,- , _ ,i.. , '- " I - - � - I 4"PVC INV[N=464.71 �� , I 'I-, - - r ­"_��L�_,i-,_; - ,". _-, � � �� , I.,-- ­ - . -- . I , L - -� 0 - I _ - : , __-., �. � , -,,-,-,,'--,,"!_t-_�i�..,� .,F, , i, --, - - I " I,� ,/-_. ,MICROFAST 3.0 FAST UNIT I- _� - - . - � . I � . "I _ , .,-j i ,:, � - , - I . - - -. �, - - � - , L _­ _ - - -"_ :_ _ , -:� _ '' - ., � I- . . " - I , I �� '. 11 / " , - RIM=469.50 / :1 - � � I � - � -1 � - .� .- i �_� - - - " ---�, - - , �- _r- -i � � . - ,,, � ,1� , " - - . - - ��': - ­ � - � -'� � - � !I - I � . __ "- L \1 . - - ,, . . � . I I: . , _��,i_ � - ,,�,,-,�. 7�:---.7_:�,f 1 i'L - , ,i- ` �;, - 1, - - - � I � I " L I "I � k ': o L '� __'', _.,�, "�,� "��,,,�, '� _L _1 �-1 - � - ­ ­ � _ , , _ , - z I I _ .. ..... ___ , �, _,-:�. J� ,L�,:_ -� _��` - �,z- , I / � _ _ � I . . � - - . .,,��I 1� . I - , , -. , . . - � �, ­�__ _:,� __ � __� .L � _ _ � _ i�1:_:i_ __,' _ . , , , ��,..:�� , . ­­ I ­_ ��,.-.7,r ' I I � I - ­ ­ - I - , - __ _ � , , ,: . PRELIMINARY // -� ,-, '46.04 __ , , _ -, _�f I 1. -1 �- - I � � INV,0 - - I - , I - � I � __ �1�11 ­ � - _ , I o - - I , - - " f`L _��i�. '�_ "_­'-1- --- - �. -� __.�� "I . ­ , .L-_� - ­ ­ 11�;-, -- ­ - �� I � � , � � - -I-1 1- "V- ..- � _ " I , . I . � _11- . - . - 11 -1 _i�'_ -,� _- _ _, � .11 � :I . --- - � . �_��I - - - ­ ,-�-� � � ;_ , � -;,�' __',��-_'___-L':��1 L_­ - '�' -.":�.-i_�7�,,, � �_L,��, I I ,.I - _� ­ ­_­ - - " . : i-� _�� - �� :�- 1 i�� ,�-­-��_ ,,, - �, _ _ _ , I ��� , � -I 1 � __ �� �� �� , ��--,I :1- ,- � , - - 'i � - __ _-'L ,� _ � ­_­_--.111� jj ­ _ __ �_ .1 - : . ,- -1 I- __ � . E - ��,� , -,:�,_�,­,jl �;��', "�"��" , -- - - - . .- -1 - - I - I - , . � ,L' 6 - -,-_­.� -�,--_�itt', . � - ­ -__ �-,,��, _ � -� , - i� - , I ,� ;-i __ - - '_ - -,�,. - - �: -� ­--.-----_-;,',-_' -_� __. - . ,��_......:�.1 .-­_ L :,: z�_ I - Z. , .1 1-1. --- I I 1� .1 I ��, � � � � - - - I ­ I i � : - __-,� �� , .,_,�,'� _ __ I.. -1 �� .,- ­ - - � '��t �_,_, � t,_L_,�5�.�,, i I � I— - , '_� - � I � ­ _ . I I _1,;7z1�wl_ 4, �� \_I'- .11 ­_��_­­­_­_�'�::� ::�­' ,­� L _ , � - , - ' - - , - - _­', . � �,_ ­ -- . .�Z.� I ­ Ili -`�­' �` � ..? _� , I - - I �� -: ,� , ,--- "', '__�-�,­Kk,�,�-,��;7,4�,,' �,�7, ',�,i�4,,� -1-1;-i �"� 7111. 1�,�`,I�­��,­­�­I, "­�, -_ -­i T - - __ I .1 � .1 � - - ­­ �! . -_ -, i, . , , � -,,�,,,�,�,;��rL,�_,�"1._�,,�c�lI �_'_ -1, ;�, -! ---m f�,- I I/ � - / - . ­ ' *�' - `7�, � t , -,.1:____­� ­ L' -1 I - - � I - -��" ---:. - :�- - �`��:- "'P, �,, ­,�,,_,_ ,�',­­�­­­ _:1 , � -1 ­_ __ _ 4 ­ I . - ­ ',__z - _ _ ­ � � 1.� ­1� � -_� _ � �,­ ,­.. ­. --_ 1 4, __ �, , ," �, � __ I -� I � . - . � - . ` _ - I � 40_;� -­1,-'�­_ -�'�� - ___ : I TO PROVIDE POWER FROM THE BUILDING TO TH - �, I I GENER NOTES �- - ----,",-,, , - I _ � - / "'kk! � , -�,`�INV OUT i 4.79,.7�, ��;--�_-,,�,.-,--:"��- - , - , � 11-._-- �fi;i -- , z.� -:, ,� ,� , - - - ,�,,, // // I � =4 � - � ,A�i_- -i-_�, i I I I ­ 1_�- �I . :� ��,�71_ - - ] I :'L;, I ,/ -� - _ -z I - - I , _,� ,--� _- , -, , _, - � //, - - bERT Of AffdN­ I , , , � ­ � , - ," � �i,: __:� , - ,- ,,�__ , , _'! , �L � A , I _�,,,� _j� - , , - ­ - ��� SE�W�i ' ,4 1: � AL � _ - 7�__�.. : I I ,,- , � - , -� � _ �L -­­ __ - - GO :_,3��' ' ; �L ' - - � '� � . , , � . . I . .-_�5 �1 �1 I-..i,-. _A`,'� . - � . _ � _. - -,,,, , __ - - 1. .- . . I - � - - ­_ 's � - - ­ ­­_­_ i��,�q - ,, � I � C , - - / 11 I -, � I � , , , � , , �_11 . , - . -, : �:L r , I , � - - - �,,�_:_, : , "tI. �L., -, - � _,,,��, ­� , � � - , - 7 i � � I :� - � - � �:' � , - : __ - _ � � � �" � , , .p - - � : , , - �t�� :_ � _. � � , - I �, -I.. I - � , -1 __ - 1-1 . - �: - 1. - THIS SEII SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH CURRENT STATE AND LOCAL HEALTH IJ!t� _L L - _�_.- L- .- i, ­ - �'� � � : s ':-, , - I I I � I / _ ,; - , / � I % I �- -- --- I- �-­ � i- - , - -'' - __ � " � PROJECT No- -� ' --- ,-' ,� � -131 601 t3 �". - . - � - , __ , � : - . � � � - � ­ -­ I � __ _: -/ � - I � -THIS " I I I ZABEL FILTER AND MICROFAST UNIT AS REQUIRED � , �"­`,---,�-,�`,�,­�--'-.,--_�`� '­�_ - __ � I - I I I . - - - _ _ '. - : :, :i � I:���. , --� - - - - - - - 1, - I I � � . ' � _ L- - - - � I - I I I � - . � - ­. .- � I - I " - ,; , , - , - - , __ ��-I- - ; _� , -�1/ , - 'V�� . - . - � - -­` - ­ - - - I ­ � - - � . _i� - - - - . . - , , � - 1,,� � . " �I ___ _� -­_ � z, - - � � - NOTE - SHEET) 11 - I , -1 , , , . ­ ­­- � - �, - _- I _ - I­ . I . � , ­ - " -,-,, - - -- . - t I '. � I , � - - I - - --- -- * --- --- , - - , - _�_ - CO ,: ��' I ,;!�-Z�.-- I �1* ^.*- - - - � �''i- � __ I � , � � I I �,-i �- . ­ ­� - -_ _ DRAWN BY: - - - I --_ - - _ - TDL �m x . -- , ��- - -i, - L / ��--1-�, -��_---,--,i__`��z,-,� , �,-_-.t­�­­ I I PER THE MIUFACTURERS SPECIFICATIONS. TABLE #2 DESIGN"REQUIREMENTS I I I 1. - ''. - - � -- , - 7 -� --, --­-�,-,','-,._-."A_ __1 ­ r � � - , � --­ - -1 � ,�� " � . � - . .- ­_- -,---i-, __, � I , , � . - �-­­ I- il - - :i-1, - I �_ ­ I - __ I I/ ­_' - �R , � _kl I , I� I - - - -1. L- - I . � L -� .- -,-- ,- , ;1; __ - , � i., �� - - . RIEPULATI%PANDIDESIGIN PRINCIPLES. HOWEVER IT CAN NOT BE GUARANTEED AGAINS FAILURE DO TO MISUSE, _ �1� I -� - . - 1� I I iv�� - � : I I � __ ; :,:;,4� z ,: . - - - _ , - __ 11, - , _:� -. . - __-- -�:%___ * - , - " I - I I I I .:,-.-� L, ­ -: . - ­ ­,, ­ �­ � I I -7 �� - , . L I., I I , . . L -: _� .1 . - I ­ � � - fr VTA - I . . ,-:�­­ - -1, : I I EXCESSIVE-ATER USE,IMPROPER INSTALLATION AND/OR GRADING OR ANY INDETERMINABLE FUTURE-SITE CONDIT 0 �: - CHECKED BY:- - - � -, ,j: ,, --JRG � - -- ­� ' I - � I - , .1 -, - - _. ­ � - - � � - , ­ " J . I L- �t,e,61� - -.-� ,­",-,_6i-j4lit SED BLOWER ON . � � m;I ­� 1, _.:_1� I � � I I ­­ - � - L � . ­ �, I - � - ­.PROPO ., I - ­ � i -" ­_ - L I . , , I f 4tm I L t'. - ,- � I -1 I � �� I - - _ � _ ­' ­ . , --, - :'L� � I j �1- . "�,� , - I I - - - _-_z-�'�i�, __ i-vilim_p I �� -1. - :._�-. - �. I , / -, -�-��-?'�� r__�"�n�- � �\ I - ­_- - __ � � � : �1_� - ­ I 1 5 ­ - - 1,- � : I. 42728'CONCRETE BASE . , . � - . � I�� - - - :' -_'� ��'L:, __C :___ ,--', z�-4� �- - ,:- ­- ­ : � ­ " -_- I � I . . I . - �I ­ �­ : _- --,� I - - -1- . - I 1, I -- I . - �­ I I " . � . --I ,...-.- -- �- . - � . 14 � I I I ,L � -1.1 _ , '�:ABS:ORPTION -AREA - - _ - ,- - - - - � I - . - - I `- __ . �­ - I . , - - - - - - , I - ,, . � - - - � - _.Ll�__ __ - ___:,_ !�__ _,�� - I i � I , -� .,:-, -- -, - '05/02/2016 ' - - - - - - - - � / \ � . _il " - ­ - .I- ­ ::� _L'' - . -__ - - "I - ­ - ­ -` -THAT&,qY DE�ELOP. THE SYSTEM MUST BE LOCATED AS SHOWN&BUILT IN CONFORMANCE WITH THE DETAILS&-- L � I I DATE, -- I I ) - - . , , - . - - _ , ii � I ­ � I ------------46 - 7 --- - �.���:, ---.. �- ._-�� . " I � � � . 11 � � 7��� - � I� � -- __ .1-I �. - 1��-:�­--�, � , -­ , � �, I ---'-- ' - L ­ 1, � _. __ - - - ' - I �� il­ I ,� - - �-� , J. - I - ,- � _�__. _: -� . .�-"- I 41- __ ­� - . - � , 1� � I . ,- , : _ . . � - -- 11 - ­ --,:S - - - ' . , ____- - , _­ I � -_�_�AS NofEb � " ___ - .- -� '' -­ ---�- - - I � il -\ . �. " \ . L : ,� ., L � .I �: _ ­� : -_ � �-i -" : , � . � - I I � - --- - � . tm ,, - , ,L_ ... - . �AW� - 7 � , - _____ .� . .�--. - I : : , � , , ­­ : O�S PROVIDED IN THESE PLANS,,ANY �- , --------------- . . � 1-1 - - ---------- -1 I - � I � � I - , . i I � � - � - - -, - kbIFICATI -DEVIATION MOST BE APPROVED BY-THE DESIGN ENGINEER,THE COUNTY_�, �: �:L ' SCALE�.'�`_ , , 1. __ _ ;:� - ,-, . I � � - I 1, � -1 - - - - . ­ - - ­ , , - � - - L , - . I - � 11 � I -, � � -­ -- : - - . I ,L - � � ­-'7 1 - I � , __ ­ 1. . .. - -­ -. - - I; , .:. � I I �,-, - . � _;L ,, ., - �1. _ �� � - � �� _ , I __ -- .� to-_. I , � - ­ I __ REQUIRED LINEAR FEET OF � � ', , .1 :�-, :: .��. . WN OF QUEENSEI-GRY PRIOR TO PERFORI WORK. : '.--:_Ii�Or­-, - - ­ ­_ .. ! i , . _: � � �::��:� �- ,�� , I , ------47 -- - � / - I I I - :: _ ­ �� � � __ -:---- _­_`b&�T(5 . - , � ­ i",,�_��,­,-:,.-�", � - __ -470------------ 4 1 / PROPOSED SAMPLING 4�-1-1.1ANHOLE W/12" , I - - , - .�' I L 4. _�N,I , �. AREA -_ __ -I., 7- 11 I - . - - . : , , � - - -, ,__ . -, ,� '� -� - - � I -,I­�,___ -i- - .., 1. I - - j ��, ti"; ,-�� - , I I . .-i I __ i: . ­­I I , " __ I __ ____ - . � -1 I - . - I � R Q IR LENGTH ' . � ,I--,.q ­ . � � , �� - i �� -- , - I _0 '­ 1 , , lrl�'-- I � I ,. 1 ; - - - ,- . " X 20-ZABEL FILTER(ZABEL A300 SERIES) �1�`,'__ - I----:, - -1 :'� t ----------- I - - _,/ . , / - DAILY - - PERCOLATION APPLILCATION I . - _1 � L:. ", ,�, _ � � '' . � I r __ --�!- -, .- - . . - .. � � - � I 1,- . - INFILTRATORS NUMBER OF , - - -- ,_,. , � _�, - __ti ... I � .-, - ,i_-��- ­­ ,,­ I��� - �,_�- �, , I -,­ � 4 i _ii��r ' ' ,- -1 . - -1 -, - -_;­ L- _ __ L I ­.�­ ,� � - I � I . : , , - - I '. i� - , - . 4__ - x :_ � .. I � - I � I � -___��­ i:I : ' 2. i:- EX N FIELD _� -�- �-, I [if -------­_ � . -_:A7� ...-. ____ I - I I ( RIM=469.95 I � -� � � � � � AREA LENGTH OF OF LATERALS � .' 7 � I I - - - AREA SHALL BE THOROUHLY CLEARED ,-­_i�,1,----z;_p". �7:. z .L�,�__ , ­i� - -�k .,,-�-7. - -- .. .I L - L_- -1 ­� I,,, ,, L __ �_ - .L� :.1 , I . - _ _.-t__�._- -,,� - ��� - , - ,- -�- .-- _�,__, __ ­� ;: �: -�: .,,�,, ­�"', _�,_ : - --- .:- �ii: -_ -�-.': , � � _1�I - - � . I I � -- - .. � q � - -- ­­ - - - - . �, I I � 1. � *� , I . )ULDERS SHALL BE REMOVED-�; ' - -��i' � -��� . � I I I � � - F �, . I , - : - - � � I - -, - , �' - - - �__� -,, - . , � � - , . , � / � I - - I . - � � - _� �� ,� _z_ -1 I -1� ' �,,,,"'_`,_--�,_-��, ��,_,,,, AND GRUBBED.AL -,: UTE � "' I, ,.- _10­0� - ­­.__� _ - -v -1 �:-. .� _�_ Z_ - RATE LATERALS , - - r _: - � ,:. ISTING GRCpND�SURFACE IN THE ABSORPTIO , - � -1 FLOW ��_lRATE� � INFILTRATORS PROVIDED I I :,� - �,�­­ L PROJECT: . : INV.IN=465.17 - - - � I 1. I . , 1 , ... . I � - - ----_-t� ­� F,-1 I I - , - ;�_ , �--�i�,-_ ­ � I \t I , - - - �, I SQ. FT. I . I - - ,ROO.TS AND B .,-�_ _- , -,�. L'��,','­ z �__,�,I, - 1 1 rU, I . I I � � IN GP[) GPD/S.F. ­ 3 SF/LF � I - - I I.- -1 .. _ I , , " , , , ��, _ S t . - - -� - ,� I I � _� . . --- _. -, '' I � � - 1�', I , `.' ­' -- -, � � .�,:� - - I C � � I INV.OUT=465.07 � . I - - � � . � . � - � � - . - -- i. �-- -_�- , _,�_,��.�_ -. -i'' I__ __ L ,, .I ,t,_ . _ _ - . " . ­ � __`��, :':-",_,;.. ..... ,,�:", : I - I ,�: I � . � , . _: .�� - - I � I I � I ­ , i;� � ­,,,.',�-1���-�r�'_�11 -. . , � i � \ .1 I , . i - :. � ,�,�. - - � i . I I ., __;, --.* _� 7 . -1. - ol_ , I , _,_ - , �'�L �, 11 I I � I . � I- , � 1 .,� �I - -i­�? -- I , - � -- I _'i I i 11 I , -I I I � - - ,. --.,-.- 1 � I : I -1 - -1 I - _ I— I I � I i,, , _�­­­�­ I-1, _ : - _.� I I - ­ r -",,- .,_ �, I ­%­ , - , - - I I I '.�i�., - : L I j \ _____ I - __ - � : I , . I . I am" il- � I - - ­ - I - % -� - ­ . �� ­ I . 3. HEAVY EQUIPMENT SHALL 0 L _BEALLOWEDII [HE SOS ABSORPTION FIELD AREA FOR �_i' �o_- -.-� L - � � I 1 -1 . .1-1 � - -1 "i . . I j � - I- I . - - .1 __ � _,:1 � I z � . I . .­ I I . - LF 6 81.25' , , SHALL NOT BE�LLOWED OURINGWET WEATHE -' ­".- -" -,17-I��,I-,�i�,�-1.,-r A -�' . L ' � I , - -- � - � - � I I -I I : I , I - � �,� i -�926. .I, -7 MIN.�-,I 1.0 926 309 LF � ­ _;N.� . _ - - - __ - , i ' ' ' -' ' "P MIENT91F.,TRENCH , - �t � EVELO - �, , ­­ �_ I 1 1 , -11 1. � ��. � ­ 11 - i- - I I_: I - . 6� 487.5 1 _ . I - - ­� I . - _RcONQITIONS.STORAGE OFEQUIPMEN 9R,�W!ALS SHALLBE - _­ �_.. , 'D -, PMENT_'_, I . : . k . ;_ EENT-- �'­ I I . 1 i��--,, _,-� - � - -, -- � ...�;,� - . , - ­,,,L� _"�, - ­ __:'�"­­ ­_�,; -,-­--­,, _� �­ - -� ­ -- __` - __ � - ,� L - - - - ,- - ,�:� ,-- .� I . - " ��_,� -,.--�i­- "�,�.­ . . � - .,-. - I I � - __ 5� I - � � ­ - -, � I �''L - ,_�..__, ­­_, -1 , - I I L I . I � .. - � ��­­, � - �_* il I - ­':­ � I -.-I .. '�_�`L"7,.,i­*- I,',-,�,�.�.s,,,,,,��---���,,-,"i� ,,-��_. -,�i�,�_, 1- . � ­ ­ ,__ o � i -_ - _ � , ���;� - " -- - 1, _ -1 � � - I . � 11 I I I , _­ � � __ -'-- 'J�i�i___ . - - - , -le� 1 _�� , :.'_ - � - � - I � I I L - - . , I � I I PROHIBITED FROM THE SOS ABSORPTION FIELI IRE TIME OFSITE AND BUILDING CONSTRUCTI ,_, "�,i%�':_ ' ' S-� � _� I. - � I I - - �� . 50URING T H -,. � . ON- ' " " - , - ,- �f,� , , , -, , � - I 1 1 1 � � -, . - _ i , I , IT �­­,_ i_ ___ _�, �--- - - ­ ­� -1 �" ., ,� -, � I - I � . - -. I � . - ':-- - - , ,­ - � , . - - - -11�_`I.- - - . . , .. - � _. _� � ,- - � -S-­� - .-% , - - - ­:,Z',- - - - ' "-__:_' _��', __ _ - _ ,��"-_____-� � - __I__i��' .. " , . - Z. . I - � -" - - - -i� _ - z ­� . , I I . - �� - � -, _ - : I -_ - - - � - , -, ­ , ­ `�-, I ,:--.- ��` - - ��-�.,_-,L__-� ­,- - - ,�_,,-- " , -, -'_��,--_--�­, i-,- � - -:- `:!�t � I I I , - � ��::� �__,--�'' -, ____­_,_. �,_,-_ ,"L-,- , � , � 1 1 1 � - - - I : - I, -. , �_ P1 L A-N I 1 1 __ I . . L' . . ­ I ... ,5 I: I . ; � � . -1 - / � .I :-1 I _ -- - ,\% - � - � . ­I'� � - - "L _ ---,, -, , -___1_1---,t,:L,_" � , I - , '�, � . - : � - CC ,�," -, , - �1;2,_�. -­'_ �-7% -- I __ . - . � � - , .l -__.� - � - - - lil�� I � L I I - SURFACE OF THE TILE FIELD AREA TC SO AS TO SHED SYR � R 1.I ­, -T� L, - , -,�---.?�,��_-,-,-,-- �, - ,, _........� __­ I - � - " � � - � � � �. � - -,_� ,���,,�,,",�� 1�-ir - - _ml_:-, . - .1 - --_: -, ­­­,:­ - � _-,� . . 1 . I � � I - 1,� � - - I q _: I - .__ � , - ­ '.. __ - J �.'-­­' __ _'_' ' , , I., - "'- , ,- - - - � � --.__ - 1, I,- - __� - I- -�, R _ ,_��C �, __ ­,,.-_­­_`_­' _­i'-��L��, i __,�', ��_,`�' ,-,-, � , �MA � __ . � - � . 11 � � , i. I ' , � 4. )BE GRADED IN A MANNE � � , I ., _,-,�__, 11__:" , i'. - I . ­ - -�':- i, . I �.. -I- I N% � q - - , . � 1� � .I - - . - 11 - : - _-,�- I ,,__, - " ___ ,E, , - _ - � - 2:� , , . - : 1 1 1 - - . I . I ia . -y -_':- - - '_ � , ,�_, . _ ,, " _ �7 V�, _ A I - 11 I � . 11 .,- . _ - �� - � . ­ , _ - , � , , - I ," �" , 1 z . - - - , � ! � ,� - I N L : I I :�-.,_ -�. - I- - ,� �-- �,7, , __ I-- ., , - ,- � - - , -, � j � - - _; -, � �,_ ,_ ,,,��;:,,�L,_'�­_-_,�,��7-_i-,'�­,_,_�--,-��"­� - .L- t. -,, , . I,:', , I . - 1,- ­ - , - , - I \ - I I - �� t, - -� , , � , " � _ � '' �, �. __ 0 1 � � I __ I— I , - .�. ,,� - I q , __ . : .. -L __ ' ­_­___ 1, �., "f� � ,� , �': , � -f- - -�_'� - -, - � ,� -, , �� I - : - - I I - � 1. - � . --� ; � � - 1 5. . SHOP DRAWINGS AND MATERIALCERT -�i'' TEWATER DISPO.SAL SYSTEM SHA ��� � -i�-----L,, � ,i_,_,-_- ­ - -1 � 1 1 1 - -11.5f' L I - :, �', _ _ , ,� , � _ , I -, 1'�, I �� ., I I ­ � - � . L . ;,_, i _�: ____�,_��, - � --� -, � , 7WO (2) EX15T GR, . ­ - I .. , L , m� ,_ _, __ - - , -- I ­­ - i " . - EXIST SEP170- - � - -ci�, It' _�. - - .. �� . ­ - -�­_­-- - iribiAttil ALL COMPONENTS OF THE WAS ,LL:B �­� __ __ _ . _ L- �- �� _�; ,-___L�� i�-��, ­'�i� AL 0.)- I ' �11 . � . m I' - q) I � I . � - I � . � � . I - I—— " ' L' �,�- -�-�­-��'­�',," - -,- - _i, -- - ­ - --�,��-, --- � I � ,c- - - - � ­I­ � " ' - ­ . - . - '­ - - , - .�� v`, , ,� �-.- .,. .: ­2L- ,�­� , - I - � I I - . I . ­'-L-�__­ �� � - - . ­ - � I _� L F I- - ­ � SUBMITTED TO THE DESIGN ENGINEER FORAPPR( ALPRIORTOINS . __ . �. �_,- __. " - ­ �I � , � � ­ - , , , �I _ , , -- - I I - V_,- _- 17., � I.- I - -I­­ - ­ ;I -1 - �L��L__ I- __ *� - I - I I-F_ I- I .� , -I� . I I � , __,�. -�� � I I - . o- � I � -1 L k ��-�--­-.'�--_�­�� ,- -_�.7' � - _�- -,- - :, , -� "I��- - ; I"I TRAPS(1,000 6 _ . - � �� _�11 -- I I . �0__ I 1 I - "I I 11 - � I 11 I � - I - � _­_-.I� ­;­� . �v _-�I �, '. - I- � 1_�',---,,, �ii,,,.- � ; - i:' - ! 1 1 7ANK (1,Ol fG4L TALLATbN �1:`�'11'_���"-�- � - � - 1 . - I - ­, .� --,�t­,__ -"-- , _. �, - ­:� - -L_ __­ �`��", �.`L,'-3�� -i� �i ; , - � ­­ ,.�L�.�;, - I � . I - . � - � -1 .I � I �, - - , __ - , -i-' . _ - _- ,.m �, - �­ - �� . I , � _� � - � I - . � I I __.., I F� -", :­.-i-_-�--_,_, - .. , j . - .. L. . - `-1--- � � - _ '' � - ,_� � __ __ , �� ­ C--- ­­ - - ­ � . � - _ , I- - -� �­ - , � , �� � �_- __.� : - - ­ m .­ � �, - ­ � � �_ L � . L __ � � �� , -1: -1-� - � - � - � -, � ,_ ,- - I It ) 11 , -_­_� � , , - 7 . - , i I . 1 -1 . - - I I I L - I'� I � : 1, _ ___i.- ­­ I � -, -",' - , __�� - _' L ..11 _L �_ _1� , __:�i - Ay � -1 � ,, I � . �� -1 - - I �. � . � , , , , ,�111 . 1 14 I . , I . -1 I 11 � I - . I 1, 1. - - - I- , � I _ i, -_., �:.,� , i, _-�:' . ­ i, � '1��:,_''�� �: 1 , I - _. : , � - . '. � ! �! . t � ­-_-4 16w,- __._____��__/__�L__ , -� -�- 1�.1, � � 11 . I .� - �, � 1. I I I I . . 6. .PROPERTY LINES ARE TOBE STAKED PRIOR TO SYSTEM INSTALLATION*AND THE ENTIRE L'SYSTEOM6�fBE STAKED E1YA � "I�_!� - - IL 7' -i - . , , I . _ _ -- - L.-- I . -I _ _ L �_ -- I - . . . � I . -, � .1 . -- ­, ." � �L , - I I - - . , - . � ­ , � I , I - . i NEW YORK ST4TE LICENSED LAND SURVEYOR.SURVEYOR TO PROVIDE.BENCHMARK PRIOR TO CONSTRUCTION �-,-'�-:'� ,�_ �_ � s ,.; - -- 15T � � . . I - :- .L I � - �,,�� *L, - sso i TE �_T_ C � , + _I - - - I �_ . ._ _ t -.---,. - _'t � 1, I � . I Z , - � - ­_ I.- ­ -1 � I - I - - ; � 1-1 -1 ­ -1 -1 ­ ­ I IL I ----- --- ----- -EX . 4'P I I . I � - - , _- - - -1 , � . � _ _:,_ _�, - - � :'_. - ' � :,-,,-- -- � - I I I �� I . � � - _ _ _�� , ­­ I _ ,i.� _-­ I -- I I � .. � � � ­ � I � 1. . �_ ,-- - ,3- -�,-- -; �� -- � , __ , - __�". - ,I _� ­�:­�-, � _�: ,_-�----, __ - � -- -1,w-1_­ -� ­ ­ -1 , L.� - - � :� �, _ ---1i I ':,�. , . �-'. , -- -, i . I - - - . I I. 11 I � ­ .- . . .�: ., d :1_ " - -. , -1�-,� - � � -Z�- _1 ,_:_, _ _. :.-�- ­-� � ­ �-% - ­� - , I-��-_ ,-�,_ _ f ____ I I __ i- - . . / ­ . � ,- � I�­: STANDARD NOTES FOR NON RESIDENTIAL SEWAGE I . � � :-,- -i- ; ,­�t -,_­',�::�_ � ; - , , --_�­-_-�- - i� ,L �- r��� _ _ , � -- ,, I __ � I r I � /_ - ll, - - - I I . I . '. , , � _��� ,:_,� J____ I � , . , � ; ), I i'll "I I _____ __ .. � - I , - I � - 11 � � . 1� � :� .11, - -, I - _ " t _ , � - ­ - -, -, - L� - � - _ - . I � � - - 'i-1 I � � - . - - � -1 I I I I I � I . ­ I �_� - -� ,; _. , - - �_ - - I-"-,-- � � zL,�� - ­.� -� --- -�, .: t ��_ 11 ­ ­� � � � I ' - � . I I I I - L I I . � 1; . - , " � 0_ - L �'i I..__ " �� I - � , - , - I - - 11 � ,.:, , ` I OURS PRIOR TO AN �_-'--- --_--­�­z � ,­ -­�,i . 'DIG SAFE' - -- � :_ i �' - �. : � - . I I I I I 1. I . I � ­ � -1 ,_ / ____ __ _5� 1, �1_- I -- , I � [ L . i ­ I .- . 7 _IT S14ALL BE THE CON _. -,- . _ -� - �t I � I ;I I / ,�_- . . �.:� - 4�1 . . . � � - I I �, �I --1 ; � THE DESIGN,CONSTRUCTION AND INSTALLATION SHALL BE IN ACCORDANCE WITH THIS PLAN AND GENERALLY I �I I I . - -1... . �vjWIORS RES PONS I BI.LITY TO NOTIFY. -(1-8QO-962-7962)72 H 11 1� Y �� _ � �; � , - JIL -_�'��.�'� ��_�.:-,-- ,' � �, �-0'- I L . . I - .� �_,�_-, _- , �_ , , , , . - �� , � - � - I � < � � _. - � . I � . - ­ - - - - � I I � 1-1 � I , 11 �. - : _ ��:-��. � -�. � :_ , � _.1, I -� ., � I L :, I - � I - - --- - :- ,- :­ __ - � .,� - - - -- ., - - I .z�_ -;. � , _�, -, , ,-� � - I - - . � I I I I- . � i :­: ,--,, . , - _,:��: �, ,:- 1-1 � ,�_��i ' : ­ 11 _�,-_-_'- L ' - - , ­I': I I I -1 - . I :� " I � -_E, TH�E. t,- -_` -- - - - � , � -- -, I -_�t�: --.-, �, ,�-,�,, ,'� :7 . �-.-�- :-_'L,' - - , , ­L� I - I' -, .__ � . - . �. A - - - - ; 1,41- � . - -1 - I / �� I I - . ---i--' XdAVAfION ON :-,�_��--"LL- -­�i`---- -� �`_-_.�---�� /, " � ­: � , - : .. I J\ � - ACCEPTED STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION WHICH INCLUDE: , . :: J, � �. u , ` -,�', __ ­ - - , , 1_� �i i : _; :, �__ � -: - _ � ­ * ; ­ , - - - , - I � , - __ , , , I - . : I I I I � . � . - , � I I .- - I . 1: . � I �_�� . . - -, I �� I �, i -, - ,�- - � . - � - � I - - , I I . - �� - - I � , I � �- _� I - _", - :- ., : -- - I - - � ­ - I , -�, �1�7 �_ �!,"�.-�'.----_-_� -�_-�,,,," - '�­L - , -,, -_, ,':: i , - - I I .� _� . - ` - � : : ,� � L . -1 I I , _,L �, � , 7' � : .��� .1 ,I ! 1 I ,,, / " I - I � I�. ,1,�: - I � -1� .ml 11 �11 - I � I I . � � I , I � -1: -- �, -� :- ,� �, _ T�-i I� I �.:, , � ��;__: _. , . I I ., .- � I : . . "APPENDIX 75A,WASTE TREATMENT INDIVIDUAL HOUSEHOLD ­ I ��-__ - -, �'I� , �f ' - ` / � I I- -11 I �_ . . I I 1: SYSTEMS NYS SANITARY CODE". ,� -.'. I . � I . � - - . ­ % � I I �_.L I I- 11 - I ­ � -__ , - - � - - - ` , - SITE ' i I I -_­ � � ­ - I I I � 14 1 1 . I - 1: : , . � - - 8 -`�t THE CONTRAGTOR SHALL NOTIFY THE ENGINEER OF RECORD,THE TOWN OF QUEENSBURY AND THE COUNTY DOH AT LEAST o: - ',": .LOCATION 01� � I I I - L � - - ­ I- � � � � I I � _ - ­ L . 1 - � . �, - - - --,-.-- ­_­ __ � , � , -", . . , - - ' �_� _ L- :'' :- ­ �_ ­ - �� . , i I ; / / �_- � --, - I 11: `_­ � _r I � ". . 'STANDARDS FOR WASTEWATER TREATMENT WORKS,INSTITUTIONAL AND COMMERCIAL SEWERAGE FACILITIES' , �.� L I I Ff, -� - 1,:i� _ ,__4 , :L - - ___ _ __ _­ ___:_2_,__ ,I �, __ _ , � , , __ ­ - - -I -­L - � L, i' -' � � _ -,_j. _-:_�� - __��j` 474 AVIATI 0.N,ROAD L�:_ -_��', '_ � - �, 1, I � , / I I ,: L,% , � :,� �,,__ - - ---*t, -,4 Hw k�FIR 1Y -RATION ANDIOR INS FALLATION, � - -i�__ I ­t�,�� ,- ­ �f� L' �L._. I � ­ L I i I, I - co �/ I , . , , - I _.-, � L L.. ' L I , - :_-1 . - :. 4�- - . - - -STEM PREPA I . - I j___ , .� _ ­ .. 1 j 1 . .t',- - , 'RECOMMENDED STANDARDS FOR SEWAGE TREATMENT WORKS,(TEN STATES).` - I - . I - - , :� �,- .�­�: 141___�� ,, :," .- , , - -1 - - ,,, _ I I - � � ­ - . I ­ � -�i�':�_�� - " �� ­�-­ ­_ L ' ' . , - __ -1 � I - -� � , - I 11 - - ` `- - ­ I . , f I �1* ____ � �- I ­ -�� -- I - - I I ( I k_� - - . , - � I t � . : � � I : - �:- - , _. . ''��--- - - - - , .__-_ _,�-, ,�,� � , . o� - - I --i.�- :� .� . . --, I - -11 i� . . . � I - _. NEW YORK STATE DEPAR NTY DEPARTMENT OF HEALTH AND THE -: - _ I I - , - _-_1_- I -� � -, I I I � � � �._'_ � �L:L �":-­_�', - , 1��i�: �, _ � I , __ � ,� � - I \_� �i - - I , . ' I . � ._ .� . TMENT OF HEALTH,THE WARREN COU � � 1. - - , . � - � -'_ I . I __,".' �,�'.,Y�­,!�Li � �' - i ', .. _�_ � I .1 I � I �_�­ - I -1 I - � 1 ; " � ly, � �­ I -- I I � I - - -I - -_ I I � - I ., - � , - � - '' I i, - __'_­ � �- I— �--TOWN OF QUEENSBURY �. ,- I I0 1 � I ­ I - � I k - � -- __ I I I I -­ � I . - : - ­­ '. � I � 9 I`-.� SY 9 - "� -_.� _ __ ---.L'_ �_ ­ i _-. ,--_ ' _ _ � - __ - - i - � � I I - ­ - ­ I - ­-� � , 4- 1 i _ � I 1 1 it ,,�l � I ., - I 1-11 �/ I � TOWN OF QUEENSBURY HEALTH POLICIES,PROCEDURES AND STANDARDS. - I . - : -IST&ATO)N�Stj6LL BEWECTED BY A NEW YORK STATE LIC E�NSED SSI NALiENGINEERT - ,, I I . � 0 � I . - � -1 - , -, I I ­ � Sf�EMJ ­­ I- ­ - , I :PROFE. 0 . - _ I - lii , - I I . � � - ' - � I . ­ I I ... I . I - - - : ,- _� - ­ - - - � - - � �I � i. , ., I -- I � r MARREN COUNTY , :1 ... . � ., - :. - I I ­ I -,:-1�I - I I - � -�__ _­ :, -T . I I ­'��.­ � L , �,,,��; �L_�- � � , I . - ­ � - L � I , - i �� � I , - - �LI �, I I I� .. , ­ I - � , - - I ­ i . : -1 � - I � . I � � - - I . - -'i-�-ASSURE CO ��F�, , _� _'_ _� I 1 f '. : I / � __­ � - - t I . - I _ _ - .1 :� � I .- I � � - , - i2� : _ . I� - � 1, L -� ' _ _ . ­ - - - Iz . I.— � � I I � � - I I � .- - � -1 I I - I � 11 :, - � �, .­� _�--' �'L '�_ �'_ �� i - 1. - - ,I � .1. - � 1, �-47.2 -I I ,_ i ,. - L _ - :,. I I � : , �_r : . - -- - - , r.--, ii-,,-�-,4-0 �7-�7� 1 1 � - I I - � - � L_� ­ - , I - - - :�� ,:: .."._�; , . / , 4'Pill - �, � ­ 1� 1� _ _ - , I _rl - - . . I . - --_.,; : - ME DESIGN PLAN, I - L �I : � � , � ". i� , ­ - I. - _.- 1 7 : - I ,- I . I� , . L I �' I _ 1 , ,� ,"_, -� -"'. , - - - , iSTATE�OF NEW YORK-� I �, � I �7 - I� i- - I � ­ L � � "THIS PLAN IS APPROVED AS MEETING THE APPROPRIATE AND APPLIED T � . I. - . � -. ­­ , -,_-.-'­;-e-­­,iiz�:�,tr_�,_�_j7_-�' � _.­ , � , -1_� .I - . I � ig � 1 �, � I � , - _��____ -"z-�-,� - - cl, I I / I 11 - L__ � / ECHNICAL STANDARDS,GUIDELINES, 7'L -1 __ t � - ,� ii;�� . - LL __ - , � - � -. - I - - � - . I _ � ­ - -,­-,� -.1 � " i � � , : L - L I �- 11 , - I ­ I � I L :� �__ - � � -- i� I, � - . I --- _� - - ,!i:_- - - - -1 .1 -I I ,I - �, o_L .� �11,1 ,� _� - �: , - I - -I 1� , f-, - - - I � I . � i, i __ � --i �� : , m_ --- L' � I . - '' , ­ _. L : ' ' , . - I -':�-- .�,­r�--, "�- -x , �� I I . � ­ � �­ ' . ; P\ I / - �_ , , -,. �_, -- ­_­. I L _ . - I _` ­� ­� - __�,_�� -1 I � -__ 1�1 - � J.- -_!­ A---------�- � � - 1 - - I - �: -� ­11 -,.- � � I � 11 ill T. 1 � '11 .1 _: . . V - .� � � - - o-_ - ­ �. . -1­ POLICIES AND PROCEDURES FOR ARWIGEMENT OF SEWER DISPOSAL AND TREATMENT AND WATER SUPPLY , - I , - ,-'_-_ , I , � I � I �1, I ,�� � - : - - , -1 L I , - - ', L - I � ­ _- . � : ,,;-- -­�,�- t , . - ,i� _',R _ . L,,I ,- I ' � �7:, � ­ - .� .- I i I I -- -I , I - I - I � ­ - L ' , � I I � - I - ii��,_p -it- ,� , ._ , - . I I - ' ' ' I - - . __ . � � I . . , � � . I t. -,;:, -, -4" -- .., I -- - I - I " L � : __ - . _� .1 r � 1, j 4'PVC ' : - . - .I - . ­ . I � �_l ,� 'i : � I ­ 1, I - � I � i�. . __ �" _.�' I-_ ,_ � '. I- , � - . � - , - --,:�-- � - L:1' - L I I , � �_ � , , N I � . 11 � � . - I . - - � ": I - � . __ __ ____ : � . - . I . - -,�� I I I: _'­: -, 1:�, : :� �, :_ : ., - - - , , � I ' L I' , I - I- I I � � - � _ ­ _' L _ � - � - . 4� - t . - . � � - I- - I � I - - - - I I _� t -1-� i -_"�"� ':'---',. _J-_�' _�_.- - ­ I -� 2�� �11 _ _ I .��� :_!� - ­ � L_:�, - i r _ 1 -� _�� � � _ - - I �I ,� I � FACILITIES.' I -. I ­ � - --- -- __ - - , - � � , _� - ': ­I � -- , � I . - 1. � -". : - - _-�_� ., -zt,,�:.--, -V- `­,,.-�_ I - , � , � �- I . _ � , -� - � : - j . :- � - � . I - - I . - �, � � - ., i I � - � � 1 1 1 - ,I � , . % - i, - � - -- , _� I -� , � ­ I I � , - i � ; - I _:�,�L I I I . . ko � �.: � . .. � ,, , � - � __ � ,_ .-- - __ -, - __L----.t__� . * , - : - .: - I I I , .L - - I � __ , ''---_� ��- � - � ­­- �f� - .. - _' � _ j� - I L� 7 -, �- 2 - L L t ��� ­ � I I � I ­ ­ . � . _1 - . .-, -�11,__-- �, : -, _�_ �L_ .- � �,-_� �...�" i- : - . 11:� , ,4, - v . -� -1 ­__ I � .- -_t__ -- I I �t , 1) � � . �, - _. � �::- � . __ _= I I _ , - , �� - I � � , � -1 it - , � .- - _,I I�- . 1 7 - � . I � � - . -� - - . ,:, - I �, � , . � '_ - , - :, , - _ : I I � . - �. IlUEON COMPLETION OF THE FACILITIES,THE FINISHED WORKS SHALL BE INSPECTED,TESTEDANDCERTIFIE ­ _ . - _.,_�� �_C_ -I I , I � I "I - - L 7 -� : _. � � � _., ______ � , _ - - - I � �! ,� �I � � � - __��- ­� , - - :. I - .,� i . - i,- � - �. . � � r I - .. II � � I , ��­� - I . � � I - T - � - I � �- � I - :, � - ­ I � - , ,-;"i ,-- ��-----�: ���� __� �'_ ,'� - -� �"-, A�i; i, _ : I � . : 71 - A ! , �' 1 /I/ � ; ,., , ___- 'I �_ ­ ­ I: _. - I . � � - I I : 1;-, - - :,- .,-k' ___-.� .. , __ ___ __ .-- 1. _. -, ,- ., ­_ -_-_:� , ":: - � 1. - I - . � � I ._�� � I I ­ , I 11 � , - � � I - � 7- __o ;, �� ,�, -, � i . I I i � -, C- � _ I - I I � - __ - � . � - - � � I , - , -, , � I I . r _ 'Ll �' I COMPLETE TO THE TOWN OF QUEENSBURY AND THE WARREN COUN Y DOH BY THE NEW YORK STATE LICENSED � � � I- - - , I .'3� �, - - _ , � :,- 7 - __ L _z " �. ,- ­ . 11 ._. L � � I � . - I I m- -/ I _�,-, ,��, _� � - : ,_, -_�,I- ': � , � I . L L -, I - , . I : : : 4 .. __ � I . ,; . ". ` I- � � : - , �t_`, . �' - � :� -1- . -. __ , .-, ,-�_ � - - , - . I I - � I- - � I- - - . � . - - I I� � ' . - I I� � � - � � .� ,- � - , 11- .- I - . , I / . I . - __ :,�- - - ,__ I : I -1: ,- ­ , - �___ � . PROFESSIONAL ENGINEER SUPERVISING CONSTRUCTION.NO PART OF THE FACILITIES SHALL BE PLACED INTO SERVICE � _� ­ :,i __ - I 1. ��:,�`_ - - I _­__ - �­- - _���� i.�__�"",��,r � ---,-, I I I L q.- . �� z � I I t ..� - I __�".�'. i- __��i __ _ _ -.1 .1 � - � � I _. , , I � .- I . . .I 11 I � - ! I � . 'ir " ., � _ , � -�_- , I � - : - � � I - � _ I � - - I ,� -1 ... � -1 � ­ ­ '' _ - : , -, , -� ., L -� - - . �_ L L -1. � � - - ­ � - - ----:i -, �:� ­ �-_­­ �����._i, ::�' � - _ _ � I . _. - 1 117 ! . I­ I . . . �-_lk ..- - --- _ _ , 1� � � 'L � , � .1 - - - - __-- . - i _ , _-, .� , z- 7 ���: - . - . � I. ":� � I- - I - - - , I 11 , I I ; : _�-, - - -T I z- - �_ -1 -, - i�� ;-. ,�:, _ � -� ,r� i - I . - � I 11 11 I _� I �� trr- F ,. lzl� -- I -I __ : _ . - __'� �e_� _ __ � ---- __ __;__ _, , �;__,.." ",� ,__��- '. z_ -, ___ - - __ _ .� .__ - - __ . a , , � , UNTIL ACCEPTED BY THE ABOVE REFERENCED.' I � ,_-_ i, .'�__ rL ., I - / I - - , � I I I I - ,� 0 - I I 1, I I I : -1. I __1_- � I - - ,_I � -" � , -_ I. - �­ , , - I - � ­ I I T - 11 I - I�� I . 1 I I 11 - � : .�: --'- _ - � I , __ _ _ , __ ._, i, , 4, - _: ,- �� 1, � � ­ ,­ - ," - , , I - - � _, _ _ �� - -i I � _:� . L - , , - - . - - . � - . - 0",'� � _. 1 . 1 - -­ , - � LER ' , , , _,;t, I . " � I . I - � . _ - , ­ I ' ' � ' � -i: ir � " �' � I . I .­ I -;�, - � -- �­ I _ " � I � . I . I � � , -� -__I 1, I :i � - �'��� :-.�L­.�S��_"_'_._-1_,_� _,:_ ;_- 'L I � I - ­ 'W G I N E E R il IN -G�-' -,z: - _1 �,� .- I - I -. � E I I S L I _ . � , - , ,_ , , , .11 �_ 'I ­� : `���i­ _L. I I I- : - .. I - _ ­ - , -,' � . - I ,- . �� - __ �, I I . - _ _ �­� I - ,_ , _ 7: 1 1 � -" . � ,� I -, �_- - I -1 - ��-. - i -APPROVAL OF ANY PLAN(S)(DR AMENDMENT.THERETO SHALL BE VALID FOR A P RODOFFVE(5)YEAR FROM - . � i ?,�� �� :� ��,� - I -I - ` I ',� , I �, . � ::: -� - I � ., -� V !%z � :_ .. __ � , , ,- '], _ , . L __ I � _1- .� . ,�- - ��__``-- -,--_-_7- � I -- -F -- - -_ - ­ - - �'� , ,_ - � I � , I - � " - I _�_ 1, � I � I � S I - i ­ � I .. i- .- � - ­.!, ., _. - . I 1, ;�-,��7�, � - :_,�",,-':�-'­,;­:, :,-��..��­ -�,:_ , �: . " 1 . - . ll �,-,...- -____,_�._� 1:� -1: - I - . - - � ' - � i -:� . - i i7- � - ­ I I I -. ­ -11 � , �� , - ,-:" I ,- ,z w I , I _: -'i:, :_ � - - �- � I I _. . 1: -.:.- I . - - - ,- - �_ �I I I j_ LAN(S)SHALL BE RE- UBM TTED � . . - _­ . � � , - _.­ ­ ­�,: �� -�, � - �1 - - I _ , - - I -1i Z� �_ I 1-1 - 1 - THE DATE OF APPROVAL.FOLLOWING THE EXPIRATION OF SAID APPROVAL,THE P - . � I 11 � . r" , , � , _��,� I .1 - _ - I ___�� ,_ �� �- ­ ---- �- I,�, "�..: , _�',, - -z-,_- - -,- :� � I__. : --� - � _-�-2 � ­ -� - � - � ,--1_� � . �:� . -�'L .- � � i I Fj - � I I , t . , . . � . . � A� t, -_, -� I I I � , � _. ­ " ,t- , __,� . , I � , . I ­ � , . I - ��--1: I I I � __ � - '' -- , __� , (1) , � - - . -� 1� ': - , � - _ _ - : -, . TQjHE COMMISSIONER OF HEALTH FOR CONSIDERATION FOR RE-APPROVAL.RE-SUBMISSION OR REVISED SUBMISSION -" ­ . � � - 1 - � I � __ - �.� "I . � ­,�. . - . __- I'', � :L ­� �: , - , - � � , , " - ,�� , - . - . - I . -11 - I i � , � i I _­ . ­, - . _� � . I . � - , - , , '' - I .. . �' 1 - _ � I I � - - - , - ��­ ' �­_�_��Z_l -, L' I ­ � � _ . - _ - ,_ �. '-.: C� --, -: - - - , ; I, 1 .­�_: - I ., - - ��__ : I i ­", - I - I I I � - � ­ , � ­ - I I �_.. , I .­:. , - - ­- .­ "- ,-, , ,, ,� -- - �,__ I I ­ � 12 1 1 . .--- ' I- � . I : : -� :�; �_­ - __ ­ _ - I _�. I � , � , ,___ _ � : � - 0 0 1 1 1 1 ­ __ . . . � P_ ��, I - , I--- ­ :­__� - -47�-'-- ', -"'- �, ,��- I I I . j I I COMPLIANCE WITH THE TECHNICAL STANDARDS, , I . I-1,:� .- - _­ �_m :� : - . . � -!- - , -:; ", I . I �I .��, _�',�,L� --.-� -___,.._,:i , -,: �,, 0_ � - - � - .:� �, � ST� o:i - I . � ­ . - - - �: -1 I OF,FLANS AND/OR ASSOCIATED DOCUMENTS SHALL BE SUBJECT TO I I I I - :: - :. :" _A: �] �i�,�, � :��!,�' '. " _ .- - ��i. , I , 17 COMPUTER DRIVE,WE � , - - . � - � � *__ w ; -I_:�� � � - - L 1. IL__ - I - - - ­ � � - -f . - �_ - ­ -1 .1 � � � _. __� .--.i - ­- I I .. I � I �11 il ­ - �'- ­� 4-�5' -1-�� -_1 - - , - ��;,� � � � - I - _� � I � I ­ -, - �" � ' I , , '" � _ - I _N' . � � . I - -, - - - I .,. 1-1. .._�, - - - --. � I�1�, �,� � 'i lr��,:­,- ­ � I - � . - ­ , I � I I L. � I ­ I - _. . - . _.. -, ._,� ,� �:!.��,',ii,j,c�!��,� _-,�,,'� - __ �L I - -� - ,_ - - - � :� :. ALBANY _ - L I - - I - � � . �; � ­ . I � - I ` - - - - ,1 , - � - -;L - - I � - .�_- - --� � - I I � I � I -- 11 � -1 I I-� . - . -, -- ��. ­ � 1:� � 4 . , - - ---�_ � I - - ,,-- � I � -6--'-'-_�__-- -, (1) I � - � �� �� _,�� � -i- : �::�,-,� I � I ,_ i, GUIDELINES,POLICIES AND PROCEDURES IN EFFECT AT THE TIME OF THE RE-SUBMISSION." I - . I ��­ L � - .. I , �_-, , - I Z) i ! , 1 1 �:: -i- i7 �, , . - . - - � I I 1�, I . . - -i-1, �11� - 1� - , I � �� - . � 1 . ­ ( 122O 1 -� ,- --1. I - ,�. p, ,, , - , � : � I _­ - I I .: � I � , ,-,-- , 1., -, � � -,�_­ ­ - ­ _ -.,,� cl� � - I . - � � I L I -1 __�,­ I ­ -, L L � � 0 1 Q - � �� " � - I L I I ,� I . : ..` ­ -�� �--,---".':�,.�,� .:,­�--'�',-, I - -__ . �--:-,,,,,�� -,.-:, �'�,-, - , -1 - ­1; -I, - __ I 1 1 - � - I � - . � : ; _ . �I ,��l - . , � � , -,,, ."-"�- -t. , ;,� ., �, --_�i "; ,� _"' I 0 L _ ��, - ..-. -, - - _ - �-� � - , : � '- ­ -, - � -_�--����-_�_.,��i -,. - �:zt. - ,��__ ,�, � - � _ ­ - - I— ­­I I - � L -.1, 518) 1 it I I 11 . � . - ­_� I �_,_ I I - I ALL WELLS AND SOS EXISTING OR APPROVED WITHIN 200 FEET OF THE PROPOSED WATERSUPPLY AND SIDSARE SHOWN- _ _ I . - , - t-�_ .�,--�,,., .1, �1� , �__W_ �",z_­ -� 11 1 4 -� _ -� . _­ : �- � , 1- �� - . - . :486 9 i� 1� I I .�. . � : � . .--- �.-,i� ,,7,� A ---,I__-1, _-1 I � I .. - - I - -� I i � ,_.: :�,',- - 'i� , , - .: - - �: ,_-_ --, " , - :� - . Phom , ( 77 900 �, I 1, _:-L � I .- . I ,. .1 I - I -I , , � �' - - , , - - - � ,_ , j Z- - 3 �z "'. - - -, _ � . �. . . . I I I �­ � ­­.- " �,i�­, I 1, r�.z , �� L- . ,. 17 . : - --- _� � - � -- - _- . , ­ I - � - , - 'i-, -� ";---i,: ",�`-_ - - -:�i, �'-­,� -i . _ - � . �­ - , ­ ­ """_____1 " I - -.z - ��,­ � _�� - � I �.,�- . ":%,-,�.­-- -�-� � -, %�­ , - - -I�� : r� I . �L '' � I � . I � , -- I - - - 8 - . � I I 1, -1 I I ­ - �. I � �� , - I :".-, : ,", �" '_,� :' ' ':_Zi'­.L� - ' ,-.-:- , � L � -,,-.-,--,�-,��-,�,�",:_--,-,-,--- - __- - �_-'� ­ - 1� ."'.I Fak" t -�� �i (518)4 -0900 ,, �- : , - 1 � I � , _� ­ I - I -1� I�:,� , , 04THIS PLAN ALONG WITH ANY OTHER ENVIRONMENTAL HAZARDS IN THE AREA THAT MAY AFFECT THE DESIGN . .__11�.i___.�n�. -___:�i - -1 - -1 ! ! I , I . I - I .- � . - � - __1 I I - , � - , I - � _i.F'..,� - _� � , . :� ! : - �" , , _­ � -I -- � I - 1, -I � I � - I I : _ _ __.; --�f---",* -� -- - � ,_ - � d''--_-- ___­�­�j_! _ ,� � , IL � , , _ --:- , ,� - �, . - . � � � �, - . 7 , - I � ­I - . - I - . - � � -r I I- I I L . __I - . -7 � _ _ _ � " -­'._::--� ,�;: I ,� I- �,�"��, __11 � , �� ­­ - _ _ ,�,_.___� _ - ;­" � � I ..-� � �% :, ��:,.�� _�. � ::� . � � - � . �_ � I .. - . . ` I - - 1, .1 , ­ _: � -:-i�:: ,.- :--.,�,.' -,-,' - - , - -, Z," - , � - �, I � � � I - I ­ -­ ;:" , .i - _ .: - , , , B6h ngineering.coM : . - I I - . I � I -.F'. -_­ -� � , � , � - I I . . . � - ' �L - . , . z-­�:� ;. . , I I � , ._ , -mnlvw. ler, - I 11 I I - � -, `-,_"__"­` ,�,_, ,- , - I . I - 1 - '' _ �� _.- ,i, I- - I - �R / I " . 14 ,­ - - - � - , _� _ ��- -_-,-,---r�----���- , '' � , ,-, - __ _. LO t t / � EXISTING JOLLEY C-STOIRE I -_: � � ­_ -,--. - - . 1 - I I 1, .� - AND FUNCTIONAL ABILITY OF THE�SDS AND I WATERSUPPLY. ,�_:�� . .--_____1, - . _ _� __ -, _', j: , .11 I- - I - - - ­ � � - ,� .;1 - �, ,�'. .�___�,�': L �� I ­ � x 1 1 1 1 , � 11 � . __ 1.� �, ,_'� _-, � _I__� � I � - 1, ) 4 � - L- _­ I * --,--.--.-- - . il" ii.';�__, ',16:� , . , , I �. - , d � . - EATMENT SYSTEM. � , . � - �. -, - 't,-- - _: ­��-�._-__'�`�71,`:, -"'IF . �-_�, - . I � I I/if,A, -.1-,I - ��j - . I _. - i,.�: - IL �� � . - _���, - ­.� " .. ,� I I � --; ' L , �_,_,­-_`;:,::­-,,�,-�, _� -,� .�,,�-,- '',-, ,,,--. -- - _. - - - - _� ­_ � �, I_�, I I I 11 . - - .I- � , I � �� -NO FOOTING FLOOR OR ROOF DRAINS SHALL BE DISCHARGED INT I I - . . - -- - ­ ,� -- � � �, : _- - ,-; I :,11"�', ­ . - R � I I � ., A 11, , - I 0 THE SEWAGE TR L -_ I I : : ,�---- -,,�- ---,- . _.��._-�� �f, , - -, --- - I I- 11, -i� a) I I I DUNKIN' - DO TS � I . � - . I I � � . I I/ , I - I � ­ L - I :,� I I - - � - �. �- ,-. ,-.. , I-, I � ,_ � �_ "-, 'L -.L �", I- -:' , � �. -� - , : : ,I �z 11 - - -, - � � . __-- - - I z . : _�i�,_�_ - I I _� -, � - - -,. .- L , i, � - - _ "�,-�_ � � _�I.. � . . . -� I � 1% I SANDWICH .- I � -, , - I -1 �� � � I j_ ' . I , � , ­ . .� :1,� , � I , �-_:,ii ", ,:, - ;1- ,_..-- I � .__ � , � - , I I I ,. i I � . I w i _,_,.� �;� -�­- - I - - � , -� 1. - �, , . I­_�­ ,.-. _� __�- -�; �_��- '-'"-�`�',��-,_,��:_ � , , _� , � . � , -0i�, �. 1-I �� I , ; -1 X , 11 - - . - � - - , I - I 11 I 1. I I . . I , � ''­ - '. L I- - - _-­��.: - -­� . ;� � � j 7-- - iL 'L L ,�"_" .'", --i-- ­ - ' - f i - - � i - I ,; - . -�;' - ," , -W - - �­ ­ - i - --, L � � -THE ENGINEER'L � .1 - ,- . , .. � - 4 I:.- �,-,;: :-k- �?�_'�.`,�:Ea'�_��_-, " � - - I, :L�,L_ :-______ " ' _ ­ 4�_'� 't�_"'�L.__ �- - ,� ­ �­_­ i, �_ , . i. . I �, , I i i i . I � � � I . F - I � I _. THE BACKFILLING OF ANY COMPLETED SDS - .. , , _ aT I I I - i::0 , ­ - t TOWN AND COUNTY DOH SHALL BE NOTIFIED PRIOR TO I � I-, � � � ­_ .., At .,�­, , . I � .- - , � , _� , , __ � - .a - -:> - _- - -, - - ;--� , A�-�� , - I I j � I L I � - � � I . 11 ��,' -__ _:1. I .- r�t t-,-;�, -,; � , , �, - � - _�-1 ii- - I . e, - 1� � 1�z AREA-5,270-sq-f t. .. - -1 . � �, .� I , I - I � � � . I SO THAT A FINAL INSPECTION MAY BE PERFORMED. . I I -- I _. I I __ .�� , , 1 - I _�_ -� � --_:-_., . ,� :-- , -_7,�.'- � � � - -�� ' i _: - : -. . I � 1. -11 - �- I 111�.: �, L _` I. - -� - - ,, I . _: - *1. ­., -� - - , _ �: -� - � 11 - � � "­ - -�i, I '' 4 - .5 I _ � OVAL � ,: - I I _-_ :� �__ - - �. -,-,:, ,`; - , '� �.-.�,I�, -1 , � ,� - ,.,- �_., � f: , � i:j-_,�,:- - - , � , �;,I i� . ,A_.j. � i __ - - :�_ � � -, � . -- I - � , - - * "_ - , � - -�!. -`,­..,�­�',� -.�,-,-� ��_��� _ii W - I - I 0 1 I I ! i ; _'_ � � I - � � �t , �I � � � I � , � - - , ,_�,._,_-_� , . ­ ­ - 7j I :1 _ .2 I . a-, 11 I . I :,� 1' , I ­­ I . L � ,- i, � -1. I � � : , ��-: _-- I � - _� � � � : - - �e��* , I - - - ( : - . � - - -� �it.,, � - I - � , L, � -, , - , , ,�;-, _� I I I I 1; 4-,­`,__�,�--I- ,�_ � L� ­,- I- - - - - `­ � , .- � - I 11 I A I I I I -� � � - , - I I � �, -Tt,E TOWN SHALL BE NOTIFIED SIXTY DAYS PRIOR TO ANY CHANGE IN USE; USE"NGES MAY REQUIRE REAPPR . I I � - �'. -.1 ----- .��- ,.--.-_--- - .. , -___''� - I � .- - ,Z­ '':: ,1�, I_- 4-," ­-- - , , - - - -- , . � � .; ­ ��1�_I � - - - � I �;. . I 11 - � � - ; e - �T�� . � �] _- ---� --- - ­ I 1� ���-�', _�- - . I I -.1 I � - I- - - � . I � , - � : I - ;: ", � '-"!' L� ` �I --i� L to I I - , I - - " - , , , - i�, p __ - � - - � . � . - - � ­ - I i - �- � � - .. � , -;,-,:- �t I "-.�,:��, t - - - � � , ­, - -� , ;�-- i . - - r� .7 i j - �-. 7-i �� I� --- A .� - - 1� ! . �i - - , � � I - -- - - � . .� ­ - I 1, .1 i_ -, -.--�i�----- :: , ,,��_ I I :-�i: !�: ��, --,, � ,--� 11 -: -- - - - - �, __�11 : ; i ;,i: : _t : I - �j �1 . - ' � I - ­ I - -_ _"��Z, - -� ,",- - , - - , .--- _- - -.- , - - - . - � ::: ,-, .-i-,-, I _. -, �_ ,- ­,-,L- i � - - - . I �­� . - .I - � � - _� ,-­ ,L' , , , , _". , . ,; �_ I... � I - - - I � - ,� , : ��_ :� � I - al � - ____, ' '-,-��- ,'�' ,�z'r"-�;�-_`�`� �' ---L__"_�'' ':�__" '" -�-,_: 'L- � : t :�, 2 �- I I I iptt I I , I . � :�, - - � zi - '. � - BY THE TOWN AND COUNTY DOH. I � � - �., i� :� ��-,_ii".-,� -��_,_,.-.�,.,, � - -,: �: _� _,- :L, I � . I ,, " � , , .. . �, � � - I - - - � . L� t___,�� - I - � � - , I I L I : ­ I % - - ei- - __ _ I _4 11 __'' � � - � - -. 't - .I_1�i , � - .- � 11� I � I -� - �I I%' L . �� _. . 17,-,�_��..�_�I % �­ I - __ ,- -1�,� , - * I I _1 .1 - - 13� 1�­ - I . � - � - : . �_ I - � I � . , � _ -_ L : . ­ . - . i . , Z� ,".� _�; -�_,�_ � , - �,­� ' I I ­i -�_ ;� ­'­ __ � ,�i­,­ I -- -- "I- , -;` - , :�;r,�: � -�i�-, I - . � . - :,- � 1� _._1 � -,-,.it_:, i I �, - , , -i', -- - - - :'-��,7­__� . I - I 11 I � � . . - � � - . - -1. � � . .1 I , . .� �-- - ­ � - -1 � :��-, -1 - ., � - I - - -, � - r -,-, -:4 - � :-, � �; . - � . � __1 - 0 - ­ I - . � I I � - � - - I - � I_- " ­ ­ . - _. _­, . -_ - - I � - �: ` j � - - , -�i",,-L��,��,_. , � -i� I N_ - , ��. , �. ,_, ::, �_-; ,� _ z' -,- ,, -�­�- -�­ _, --- I N. , 1 1� , 11 11 - 'I , , -11 , --�� �___ - I - L � -�� :, ,.:�, , � , -, .� -- � � 1 1, ,IF - 13,� - - IL - � ., ; ;, � �, I . . -- � I , I . - �. � - . . � , - . _� L� _- --_--, " _,-, _ -, _ � , (A- (I N i I y I . - I - � . � �1 . � - I . I I � . :,- , , -, -�, I . - __.�, - - � : _ �Z� ��-, ____,_­ -1 �: -1 , d ­ 5­� `- I -1 i-, , - : . I I I I � - 1 � . . . , � ,., � � , . , _,� --, ,i--i-�� -,,,--; - , - - "' I- ER-i I�­ 6i � I � I . .�� ­-.:�, . I 1'_� Lj� 9 11, I I I - ,­ - I - I : . -11 : L � � I � r T, __ 11 ..i __ ,i�rl�� I - . I- i --� _r_. � � - � : L -,p :. I � . - - . I � �_�­. - � "j,�", "; -- - , �­_� ­ - I � I -,i�:, � �� ­ � I IT -, I . .1, �r -1 I . I . - ;1- - - �.-i.,�.-", ,� :� ­ -� ., 'i'� ���:i,:,�:; , � ; I , I :_, - I - � ,. I L I I -1 I I � I .- ­ . ,,�_­- ,� ,-, - � ­ .- - '� �g -�� . . L -1,, -- I .- - �. - - -, , - 1 ,::- �z-­ " -, : , I :,, ..:�:�, _',�� �_ _,�'i��_ t-, '' :�_ .F I - � - . I I I I � � : _� -1 � - - . . - - ,� � �.�4�_ ,_ - -­ -- -- I _,,�, - -� � �1. - I I � ,__ �, , I , � �- . :- ,. � � � L , � �-,-- .-, , �; I I I ! I I - , I . . ,_ � ,,�, - ,� � - � - . - . - �",-i ' _� - _- , �� , __ �_ � , - I I �i - I - .. � . : - , ,- ., i � I - - . I �, � . � : - -, . � :_ , - _e , I � -� -_- : - �''���,�, ­ 1 __ _ � , � -, 'k, I ! .. � . � : - ­ I I I � L - � . � -:__ :� � �L - :. � _ __''. _ '' �, ,- . " *.;�­� Yin- �..�1� �r -I � - -I I . I .1 _", - -" - - , . - _ _,Z .11 - - , ­ - � - � .1:i. . '. I � . - �. - . - - -- - �,_,._-I _ ,_ ", � -�, � .� -- :1 , . � . _.� ��; .'. � � , - - : I . I I I -1 - ?, ,�. � �­ I ,� �- . -1 ­ - I� I - � � I IL �-­ I � - . , I ; - ­­- ,� , , :��".__ - __�_T�,'�­ � � -L-�,--, � ��:l��_: (6 1 1 N . .-- - . i .1 I � - _:� I' � .�_ �; 1 1 � - ,� / � � I ,L- - T - � - : - �, -i : � --'' " - � ,z I � �, ir , I - ­ .-z, .11 � ­ - - �, , -,,,­-,,� -- �- - ��;,�i��i ­ �� ­ 1 � -� , i 40: '�:L'­ ! �,; " . - � � � - - . I I � .I - i � - . � !�-�_�i� iL 7:L -­,"-', , , , I I , -: � - I . � :' i L � . , - : - .,� . : - ­ -��%. ''I I ­ - - � - � - - � - `ri� , - ` -�,��, , -�, , - :�­ � . � . . . - � I . - - I- �� -- - ,�', j �_ � I �. � . Q � - � I � � - . I I I - � _�,-. � . - - . �,� ," ­- , - - _�_,� - � � -- � , _,_ ,� _ � � ­ � � I r,�r" -- !_1 �_�-, I.k , " - - , - I � . , - ":. - , - , , , .� , 7' 1 1- � � I � � - I �It :��.� ; . . �_:i � - NSF 40 CERTIFICATION NOTE � : I � - . � �- --.--,'t �­, , � - - , � , . �I G; . � 1 ! ! 1 - _­ � , *� - " : I '_ � - � -- , - - .1 �� - . , _ � � - - , I - -1 '. ­ I . I . .� ,j -­­ � -, - - --�--:,;� _ i-.-Lz��_�, % ,q-, I - �­-�7 , ,,, � ,-- � - --- ---- - , - L I ' - , I � � - � - _. - . , --,--r---..- I _�._ _,% ,�,�'.., __ . __ :��� � ,. I - , : I . I , - I � � I I __ - _,-- -, - � ,: �,r _-, - - _ � - 13 � � I �_ I . - - 0' ` ,� ,- , _ -, - - __­ I ': L I I L - -W -1. - , � - � � . I L - - - : t. - � �� �- -I . I . I I -1 . I � ��_ - - - � � �% .-- ,� T i I _ ,� .: . I I , ---:- -- � � � � . --_ .-� � ,I�,�-.,,:,���,- .� , , - , �. _ - � _ - - ,-� "'d � --,:'-' _­ ­ " 8 . I - I i - - I _ - "` - . I . , � 7 i I L 11 0 I" , � �� x :L � =e,� I I : ­ -�` - *­ ", � I - i , , - - - �.­:__--- I- - � 2 1 , L - -.1 I � � L'. :, . I - � , . I � , 4 1 � � � �,1, � - 4 i, � . F - I - I -1 - I I - �__- i - t � 1�I � . .. I � - - I - � I -. . , - __x: _: % I- � 1 --47,3--- - . - . � ­� I I THE PROPOSED MICROFAST 3.0 TREATMENT UNIT IS SIZED FOR COMMERCIAL USE AND .� I � . � ,� �- ,�-_- .� i� - ,---i, I I -�� - � . I - � �I " ,-.�,:� -- I 11.7, .-1 i _"'L i-MA- ;, . ,. -L I -z , , � - � -1 I I � - I -� . _'. - -1 . c ,- � - - --, -, I __, , - .��I c� \ -_ t .. I - I� I � � I - -11 - I � -�,:- . � . I I ,,�� --.1- -_�_� -� _',], :-:_­ � - ­ � I :"i, ,i� - -. - -. - � I __-I - - .- ,��� , I r,- ­ , ­ . . - ,, -�j . . � . , - I . � L'' ,' I' - I . - Iq - -�-,--- � � , � � _�� . . , �,�-,7,�� -_L�­ ,-I'��, - �' 'L � ,�. � , , - � � ­ ;I I I . ,_.l I� _. �.- .1 � �,. _. - _�-�- -41 . : � - ,, ''_ �' , -,�­ � i�L�­" '­� �""-��`�-,:---�� , .. - I �--,-, ------1-�---��---- __�_�_,L_',I 1'_,_-__-,:���__:�,;` ,,, , � �,; � I, � - o � I - - I I ,� � I - - - - -�----,- . � ­�'I 1 " ­_ . I 1, 1, (I 4- __, __ ,,�___ �- , -� - C C9 I I I \ Ij I _6 - - .. 1. I � -I I . � - ­- � THEREFORE IT IS NOT CERTIFIED UNDER THE NSF 40 RESIDENTIAL STANDARDS.THE UNIT I - .��- _ �,, ­ . , � , � . , _ - _; .,�, , 7,,, _-1 IL I I I \ . .. - / -- � � �,I �,i / I I � � I , � I I - � , �:_� _ - - _: - -,� ,I ,. �_ � � - - - � . I - I ,; I �. I " � - ��i_ 1�� ��_-­�*�, .�___'- - , � �. � 1, :'L- , _ � - ,----�.--L,.-_�,L-,,��,�;--- __1�z -I- , ': ,�,_� � I.1 ­­ - I L F--(j8329 ' _., - -�-- � � -1 . I _� � I �� � -;�� . � " . - - .��-lr.-, -�. ,�� �'_]:L�,,� ��, �"� ­j� ��, , I -� - - � . ,�. . I - , - , i � I: . - - � _ 11� I � � I- - * ,7L;. : I _____ � , -" , - q� - . � �, .- , � - -,I I I I � � � I --'- -':,:t!.-_' --. ,, . _ �;- - --:� �-_�_'-��";_,�-� _� -_�,-,-��III 10 0. .',�, :� ,i, _" 0 0 k 1, �. . I I I - _. I IS HOWEVER DESIGNED WITH THE SAME MATERIALS AND SPECIFICATIONS AS THE NSF 40 . � ��-,,__ - !�_ - -1�� � - -. ­ � __ ,- - - , .: � " i ,- I I I -L I � - _ " : , . -� Z_.�- � -. I _�L �.,. -, -1� �::��L � - . � -1�'� ----�--- I. -1 � , � -� � i� ", - 11 -1 - � - � �� I I � -_-,----�. , . i k , : � " , I . - , " - - ,�, -4 -1 ' I � , , - :-� - � I --m'... ') i I � , 6- � ��� . 0 , . ��k I - I L I . - , ,_ ; ' __ ­ � ,­- �, � � __ � , ­: , � ,ri I 'A - , I I I.._: / . ,'�I I - � I � __ � i -, tz:i- - - '1`- - :�;� .;` ­`__I _�- ��� ,' �`_ � I I I . .� - A � . ... � � _ � : . � I RATION I I � - ­__-,- - L, - Ll ­­ X, ; - � L . ,� - I . - - ,__. , - - � - I . � . �`".�-,�,` ,-, ­� ,� ­­11 I � I ��- , i, - . . . I- -� . � ­ I . � � - I � - - . ­ei�,� t.,�- , I - -1,� ".-:__� "- , , ,,, - "'ll __ , ­ 4 . - . I � 11 I it. - CERTIFIED RESIDENTIAL UNITS.THE TANK-VOLUMES,MEDIA VOLUME AND AE - 'L � iL' ',�_,L�' L -, , , , Q) . - ., I - . , � � L I I - 1� ,!.�, - ,, -i� _ � V) I I 11 11 � . �: - � f� . . , . I . � . 1, - ,� I I I Ir .- I ­.� �, I - ­ -1 1. �''"; - ., � . . :­ I _-im_ - � , I .- , . -� ­ ­':�: i0-- L� ' _ � ., , -,­� 1. . �_ - �­ , _ _ _ "���:i.,'.�'.�L, - I . - ,- , -- 7 - ''__,, , _:";:,�� _�_� . I � .. _` , , I I . ,. - .:��,-: - ­ ': ''I - 1 6 � .PUMP SIZE HAVE BEEN INCREASED PROPORTIONATELY FOR THIS SYSTEM. .1 � - � --. ,_� I � � , . : �- I - - � �� ,- - \ ­ - -t .1 I -_­ I L � � 1. . __ L -, i, � � - - - ,- _� _ - _:_� . � - 7111- 11 � - - I � L � ,_-: � 1. �;,I I _1', ,_ ., - _ � ,- - Z�­;,_.i'_'� .' � ­ - I . � . . � � ,,,, � �, . � , � L, - -, � , , --- - ­ _: '. _,.� --:, -L "- : � - '- . . - : I ­-: - -��- , � - - - -1 - --,-i�,t.,�­_��:"­­- - .:_� .,� a_:I � � - I I I � -,77�---'L_-- - ­�_ I - , 'i -1 1 .. ­_ �� . � -1 -_ - - � L ­ - . � I _! � - -- � - - -, -,:� _.� L �", �. . _ � - � , TI L :,' _' ' ­ __'- �,��­.... . . � - 0) � . I ,I - - N ­ - I - ,% . - , 1. ,,: ". _�.�_�,� --�, . - - - I I \ 14' . I ., 11111 111111 , ffl�: - -" . I__ - _­_ L� - I ,- � I t 1. I - I , I - - ---- , � - � - - T E t _L`: 11 ''I - i . 11 I - - , � . ,,.,�, ­ . � -11 . . - L I i � - - - - , * I - - - -_o�L � , . �i , �. - � - I . ; --_�:-, � -- , . - ,,, ,� � _� f ��,� .] , __ - _ , -� --, ii:1 3: � - � ____ 1_� _. - I, :: . 11 � _Y - � I � � ,_,� �_�!": SHEET' I " _�:�l _q I I . - - � - � :* A-��--_--'_ _ . _ �.,��.""� , - , � � -3�,:�:� , , , - - - � , -4�1 - ­i� � � , , , � , -.-, ': , ___ .- , , I � � � I � � I - - , � i-i' - ' ' ­_ _:�­,rltl� , " �''__­­­"":---, 1. - ,-, - '_� - ,_-. . - , ­��_:,,--- �" ,� - , ,--�� �z'­_ ­�-, I I , / �-�-- - __ I . -� � : " � ,- % � 1. :L � � I - t ,", � . 'i I- ;­: r- , - � , � - I - �. - �-- - �_ .., - ,_��, ,lil,i,-, -, _ � _� , _- � , � , -, . --. - -� - 1 I - I - j .- ,,-: , I � �: _ L �� _' " ,� '­-1.� _­ ­' - 0 - ­ 1_� --" -- _ - - , I , I . - E; � I i � - I . I -- � .- k I � - I L : - � � . . _ _.--�:;.:�,- NEW YORK 8 ,­ .__� -:L,`!�,�­I �.�_� :�f� .,,:� - � I, ­1 - . � � : � I t_I j � ,� . � I I- - - 1� �� . -:-- _­ -- . - � ­�-7,.-- .- . . � ­ . ­1. 0 1 -­: -- 1, I . It - - _ 1, I - I I TATE,DEPARt� ' In � - t� . :- N j ., � I I L . � . - - , � � I � I "I � � - I � , � - - I I - -I �- I ­ � - I �__ � � �_ � �� - - - I � I - ­ � --..-. . , .- --�- � , * _��, .: I I 1.,�� , I ­ :_ - .,� � I - -1- - I � ­ 1 i � - - ��' ­,- � -:i- , � - I I � " - - , - - -t�v---I------1-11 ] I . I �. � . � � I I - -. P� - v - alls'Distil I ­ , - I - - �2 Ii I 11 �1 I 1"� V// � I/ I _i I I � I � � I � � L � � � � - ­­ _ _�_.Z._._:`L��" __ * : ; I I , I - � : � I - ­ . . _; , - .- - I - ­ �­ �- � -, L ' - - - � � - � - � � I - _ � - -, , :_- ,�L� - ,:, ­- I L � : : . I � -. I � . . .-I I . I � ol- - �_. . - ­ - -1 I � -. �: . I � I 1� � :L � - �­ � I-" ��,,�, -­_-_____16� - .1 - ­ ,_. -�- _'L I - - - I- ,, � -�i�� I .. , " 'L, ,� I q �,­.71�_:_�_,; - : � � I � L I - � I- . __ - I -1 i __'- IL - .� i't.i�'�__`�___�_ � ' � , ,�L,_�� ': - Z.1. I "_: L. ��� - il: - � '. . - � I . ,_ I � - � - - - � ", - , - .L I �_- - __ � :_ �' q I -1- 11" L-_ , - ,11- I � � �- � �- - � i � - � , Z�� �) -- ­ � .� - � - I �� z - � I I� __ I I I -1 .,� -- - � "� _____ ��_ -1 -� ,­ _ _: �_ _ __�:­ ,�Z_ i _­ � - - , , � . . � � . _�,____ ­!;�-:.' . I _I -� , , _o - 1�� :�.�,� , - -.. � � I - ­ . � - � . � � ­ I - i I I-..- -I I � � - -�- .- _ - � ��_: :: ,�: ,�i, � -, - I�� -�- , � - ,_: . . I - .. - - � � . � ­ -� I I . I � ;� I I � _ '. , -- -. - .:___I"__z,_,�_ �z!.: - - ­ - :� , � - 1� ­ -,, �­ ��_ i . __ � . - I I �_ __ , f-::: _.. I � : . � .t r apDr 7 i, I Z r- - , - - I - �:,_� �, , 1, � I ill ii. 11 � . � . I I.� � . � I . -1 - � �­_, I- - � - I � 1� �ll!lppr . , I i I � - . . . � � - - I. - - - - - � � : � �' I i r,:: �- � - �, ,:, � � - . - - , , � 7� ., � I - � . . - _ __ � _� __ " '��: , . I ��., ":�,�­,� ,_, , L 'Ir � - - � _ _ 1. I ; - ­ �-�:, ��- � � - :. . . � - � - � -: - - - � -t_�_.� � - - ­ , - - - - . 1 _: '_ � , _� I �. - � � _: :1_. �I � I-1 �0'.- I I -�L 1� -�ll!lpf_iz , : ­­'-_'-_"�r'� ; �'' 'r-,� I .� � � 11 , , , , , , , , , , , , , , , , ,� ,� ,� ,� - �2 - ��; . .- . .1, � - � �- � 'I I L � I � - � � . - I �I -i - . _,�_ - Refer L :_ - �--�-.-_SYSTE �? ­ - � I - ��� __ ., - : - 1:i-. -�_ ; - _?i 11 � - - ­ r-,. -1 � __ - I - ._� I I . - I .1, - � .7 : _­­­. , I I - , I , - , r _L - - _� L . ­ ­_�. 11 . _ ­ - � ­ �1 - I IL - 1:,- - � __ . ­, t " ­ . - � �.__� - I I I _ _ , .�. - I _ I I - - - _ _ '�-_,:j- � �.� - I _..� 1." -1 ' _ _ - - i il­ r - � - . - -� I � I � I . :_ . . - I - . � . � � �- � r __ � �� � I -- __ , - :_ � � 1� 7 �_. i �.2 �i -:,��-.��:��,_ � - , ,- I 11 r,� � �- .i - - __ I� - -�. .-_-,� . . I I I I I � � , - . ­ ,� ­i �- - � %�-�qal�_,­_ I I �­. ­ - � , - � �1, . s � - I,I I , � - -- - :, � - �,,,L�". ' � - � - _: - - I � ­ . I - I r .��� 11 ,� I � - -. I - � I -,� - I ' �� ��: --� --- , �_ -1 �_� _i I -. �1� 1,14 . r .- I - � � ­ . . � . I � i- I � I �-'_; :­ �� , _r�, __-. r L_ - _ ,__, ,_,, - . - I I . : I �� -" - � - - � I I L __ - - _ � . �� _ _ _�,:" _ , , - - i - I r - ­- _ I'll I � _., � � . I� - - � I I I � .1 I I I � . , , ` � - 7 _-L'�, I ��l � - �� , � ,� II . _. I � I � _: . - � _s: I ­ � � -r, L- � __`_' � _:�:____i -PIAN, " I I -1 I ,," . - I � . ' - �: "---. - - -� � �, I _ I �­, - r;. . - I- �­ . �J ­ , .7 ­� . - - - - � - I - � 1. - � � -1 I I I _­ - �_� � � - - - i , , . '' � �::' :�r- � :�­._:-': . _�._," - , - .11 - " � � � I - I �� � - I r . -1 � �1, �­ __ - .1 I ___ _:.- -� _ , ­ Ir L :r',­ ;:'�,-,.� ___j� �:�I � I I �_�� �L I - r ­ - - - - - ­­ - :11 -7 � I r,I- ­ I I _ ­ . � - __ , 0 -, � - I - . - . � 7 1 - . -, i 1� , � _ - . ­_ ­� -�---��, - ­ , � - - �.i� I., __ - , .. - -, �, _ 0 ��, �, , I : I - 1 � �� I I � - - � � , : _ L _- -, � L - � I � 11 . ­ � . - , � -_. I � L_r _� ,_ � ­�. -� -L;. -- - 3 _� _­ � . - ­ - . I I . i -� _ _ ­ I . _,_ _� _ .,_,�� _. : I - :1 I � � -� -�_­ , ,�� - ., -, L. -.1 L- I � �': . , I - � I - - f- - "I. � 1��- "'. I - � i�,- -�� �,�_ � __ � -1 �� �.7�L.� .� '� -� - .� �'� �-i �,1� L,:��,��1, �: . - � I � �- __ -1­:, I - - . � . �-� - I j I � - I � , I ,,�_���":-, �.,� � I �_-��"�, " -i ,1 -��,-_ �-� - � - � :� .17 � .7 f , I .- - - . I � : - :-, -----.--,,,,, ,�, �'L I T i�V` - 9 ��., �. �� � � .- . . I � � r-, I r I - I � I :- - . - - , - _ � , M -" I ,. - I I � . - - I . � � � � . � . �z . :__ - __ -1� , , i. �,� ,� ��" - . -, �� - , __ - :_ I � -�- � . I . - .r ,i- - -� - : - 9 `,� i- I - � I. - -- I I � I I I __ - . . t I �L �� . ; 1�,�, - - _`,,- � ., _ ,- �����:_��'_,:_7_�-:-_._'2 ':_1 r- �I'—- � , _�_ �:�;�i- -_�­_ ,. __�,_�i , - - .-:�, I_,,�', I - I ..� - .�: � I - -I - � I I - I I � .� - � - � : � - -�!��` � �� -,:' �� ,� r - I�­­ - � . � �, I . - I � -� - I q , 1:1i� . I .Z.- � GRAPHIC :-SCALE - I : I r I � 1: � I - : I _�, , ---,-:: L, ,,_,�:,i., - Z" - � �, _,r ,.,,'1_- .- -:,�: � I� - . �_ � �- -I ­.-_ _­':�!�_"_:��,�.-- I I I i � - I ­ - I I 11 - - ­ I I - I L I - -, -�� 1_-� 11�� J� � r,_­ �­_ �I .. "-''L 'SHEET NUMB :. - - - ,`� :­-� _�� ':�' - - I ,,,� � , I � . � I I - � ��._��i� � - , I----- I , IER. ` n', I -� ,- ID I - - � � r I __ , - � m "4,� , -, � - �_ - . : _.-, - - �aAw" , - .� , r. -, � �i: , , _��F�: il . - :. - , r: ----- -, --i I ,�-,,_",%.� - ,�,. , 0) --1 --- � � � I I - 11 � i: �, � ­ �_�I . __5 , � � - ,-1 11 .,� _­ I I�1, �_�-,�_:� , -1 .I _,_� I y ­'! ­ � � ­ I �_ . I I . , , � �_; - - - I - ­ - - -,�', I . , - %����,.__'zi,41 � -, � � , _� I -r I I I ., _­ -,e- � 'L � _,� _7�1 , ,i_�­_'__:-r�� .1,,.,_,-r r� -Ir... %, . - � , I I , -" ' , 4 1 - T I I � . I I � - - ' -1 - ,��, -_�: , ___ I �,�,L- � -c.� , � , - ­ ­�, . �: -_:----- L:'� - - '_� _, --- * - - 1 7 , - _� . I - � - -;� Iz�-,�- ���, �­. � _ �� -� . � - � �, �� ­�__ ATE-OF.NEWYORK FIR . - �­, L -_,.� �._,­_'r�-� . - � . 11 I I -, - r � -,� - ­ I I - _Sf� - ��:-�i - i,,---� _'�' . _' _�' --,--,- c -"-?"-"L " 20 ,: O', 10 . � :20 � -:__40 1- � : 80 I I i- r '.. , -,,��, THE EDUCATION LAVV bF-TH'i _�(:PE -, _� ,� -, - .�,� I I I . . , I . . t, � . _ � L�__ - � - � - � - - - - - .0HIPITS AN ­r. �- � - ­,­ _::��'_ - -,i I � I � I - , 111', �, - - , I 1-1 I �� 11 - -,­_ - , - ` : ­ i' -' �' �_ i "' _.- ­�­,,. _ - � - -. - ". -2 ,�,�­w ., I ­ - ,�S9N, - 11 I � � I - � - � �_ I � I . S � _ .. - . I I I , i, L - . I I _� - ,�, ,� r ,;1,1'11'�' . � � ,�z"�", -�-- , _� a- I'll, I-- ALTERING ANY-THIWG ONTHESE DRAWINGS AND/OR THE iLACCOMPANYING 'ii�­ ��',4� ,� `­� "':­��_ ' i', - �: . - .� I - L _�_ - , _,_ i��; _ i���-,�,,;,���-, .. �., I . I I -- I - �_,6T� . - 7-:-�L. I - - - - - . .- - Z - ' L �:: , .- . - - . � .11 _�­ I I - - ' , _­ ,_ ,-7, � ,,�_,,___ � - -� , - -, :',�� -,� - -1, - ,�, - __ - - r__,_,­ ,�-� ,,�':, , I , ,,:,�',�i�, � - � -6 1 I- . , - ­ - - 2-r - . � Cm ;"." IIIIIIIIIIIIIIIIIII � r - � .. I . . � . I I ' - � , 11.- ­�,­ ­:-,,_, ,�,_��,__ I ­-�� ,��- - - i � I ., I ­ SPECIFICATIONS,�):NLESS IT IS UNDER THE �DIRE ION OF A LICENSED ,�","_.���, , ,�r � -. � � I -�11 - __- . 1-1.I� '.,'� _. ,.�, 1� I - ­ ­Li� ,��_ --.-:-- � ,�rm,:', :.,'_� __i,_ ­� . _­ I - - - I - - ' - `­�- F, _6i.�� �, ,, ,- , _­__...,I � , _ :��_ L- , __ �, � t .� I :_ � - - � � __ _ ,.r. - L �'.�­_,�, - 1� � � '_ _,�, ,� ",_ _ ,_­ --- '. -1 - �� � __ , - , i, I I . - - � . I- I - I - - - c -MA q .'i';- ---� �, . � �I L I I � PROFESSIONAL ENI� , , - , ��__" --� _� . , ­�,,_---_-�e__�Y, , , �IIII6������_� __ - , I I z I - 4 1 - 'N�Lk�M`E�t- wdk ALtLkAbONS,ARE, ,.,LTH E - 3: - - I I � � - i . � I - r - � ­­ 1171, _,'_�'2__ - _� � ,--,.,-�1.,i_,.t-1-0 F�'.- -,-'A _', � � - I I I - ,�3 ­-�L :,,��, -I— , '�_ I - 1, . � - . . - I 11 I I �� -� I : I �- I- - �G T . I. - . �L __ ,�_, ­-7-I r - '�,��' " - .,��___.- _ w.I , _ I . � I . . r 7 � , �� �4 , � : � - - �� i - , , I I � i " � , � - FULL'-c-, ` "': - - � - - .1 2 - - � �- - � � I, � -i ?%' 9 I . - � : � .- I I . _. 1�_ I.. -PROFESSIONAL E,N 4N- "rl' "'-__i- DESCRIBE_­fHE: N -1 �L,-`_� , � - � � I I I - I � � � - - ,i,'-,��L. �� - , _' ��L "�� - � .�_( : -- �Z­ii __�� . .­ , I I t � � T - A EERMUS SIGN,SEALj DATE AND.-I-- -,-- _i ,. _rZ li-,' �� �_� _,.­_;:� -,r'.�'-, - ­�71'­ ,_­� ',-", _-L - - . . I I ii'( IN FEET ) -- - I . I-t, - Know whairs below. � - I ­­­ ... , , , � I ­ - . i -:1 ___` � __ - - � N � V - _"_�- - 1__/ " ---,-, I/ " " , ,V,�, __,,_�, I "_�j f 4 - __,��6 ----- I W . _�_ -::] I "I 1 �4 1 - _:` j - --1 I. - I 'L i i,�' /t r� �- A00mk I -I-- I Q) � I I I I['m ] ,_"" 1�1 11 �_�__,_,_,___�__,/",I /= ,111", f­ � �- , , - \_'� -\-,- - _\__��,-- \ - I . I�- -ALTERATION.01 - _ - - - - _ � . � � � � - - � � . I - �e­ -' -�ii--,�,,' -,-.',,�, " _­ - I - - EAT E N T 0�T�E! - __ j�(56'�-i�,i"-"�'�..,�_­__-, -", , �,_��-"!llk 1 �2 � _ I � I I - q�THE"bkA INGS AND/OR AN TH ��',�, � _� ` I - � - - � '' , , , _� � i - - ­__ _' � � I I- i - - - ' ..- L"', ,­---__,'_i,Lr­' _ �,­�-- - -L' -"7".-"',".�_----'��,,-,,�_",7,-__-_ �, I I , _ - - � - - - I '_ _ - I '1--�- ,ol, �'___��_`__._'� `___ - ­-' -.'.' . '- _ .. = . I I I I . � -LL , .IFC YNY8-EDU ' q�,-,-P_,-,,��',"'�_�__` ,�_�,,_: "_� �- _ _''-- L _' � -1 inch 20 ft. . - � I ., - � I � ; :�: SPEC S� _ � _�. �__,__- I - . , � ,�, . . _ _ � - I �; M1� � . 'At'6Ediblill _ � ii,L",��',�"' _ - � I� - - � � I I I . � � AT I-0�N`,_I,, �;�, ,__ � , L_­ � ­_I I - ` --" , , _­,� � ,�,_­ �,����;__-,;�', � . , 1� - ��� �":11:, - -, - ­ - , " � � i- _ , _ _ _ _ i� " - I . " __ "�Z, ,,:,_��,�­r Zt,i;�i,_ _ _ - � I I I - -; - - , ,,, � __ ­­�,t , � ( -_ . , , - I -- �2 Call before you dgm - I --: r, . I r I I I . - I -1, _ -,­ " � .,_, r - , ,__ , � ' _.REV I�L", _71,1_, 1 � - ;, , :� � lzl� - � :, I I I . I - � - 1% , ­ ­ - :L"­� -., -­ I ,_ -- , 1- I�_­­ , I r .� -:� �- .., ... � -, ­­ � 1� - I 11-1 . � . ---. -, - - I -_ � � r, '-1�- ,- __ __,­ �ZS., ;� -,,i 7777��_-� -_-,--.,i,-,_,- � _ , , �1 � ___ , -L".. ­`,ri,�j, - ' 9 - , � ,I - � __ , , L :3 -- __ __ �I I—- , ­ _,__,---,i!�Ij.1, _,� � - - �I , z, - ,,__ . . i � - . � � . - ­ _�,�_'��L�:­_,�,­F -, �_­­ _�� �; �,�,.�L _,­­ - -�­_ I ­� -,-,. ..,-, - -1 I I �� _1­ r � � I . . -11 -- � _ ,, � '.. � -,­ . . . . � . __ _� �'_�- _� I ,__ .:�_i,_� , � ,i;'� ,� ,- " (0 ,__� 4 1 . :r ­ ­ � - - I . � I ­ , I ­ . - �­ __ � , � 7 � . ��. - ­­ I q 0 ,__ 1,�,,,,­__�­ _:­,%� I z � t - I . .- _. ­ I ­­� � -- � - L-_L-­, -1 iL�-7 , - 'r '1� � I - . � I ­ , ,, ­_ _ - '- � ,�, , __ , _,: , , I '. -I � �","" --- - , �- -::� --,-, 'r, - - _ . - � - - ­ . � _ � r _ , - __ _ , - .. I � _. . I � . - �."� .-"'-�.'�".-"�".,���.",�,., �, ­ - -, - - , 1-1 � �.-__ _ _ I -� _, :"__�;­_-.��-_,:� ------�­,�� �r�­�,­ � -, ��,`_,�""', - _ , _-� , I, ,_ , � . ` ,,,:_­ _�� I . , ­ I I_- _ -_ " , _­ - - .1 - 11 _ _ __�_ __ -i , _ I � � . - -jr - � i: - L __ - - _ , , - � I � , -jr ,:, ­_ - -jr , . _: 0- m � . - - 1 I - , ' . _. __ � - ­__ _ 1: __ - . � � - ­ -, � . _. I m r ' - � ­ �_�L ­'. ­_ - , , __ 11 � � , - 1 :-. � i, . � -1, - - � I I . I I � I - . .. � � �.: r_,7 r- _--- .- � ,,r ', � `�--- ., - _ r '. __ ___'­ � I _r, ­ :r . 1�, . I I I � __ : �',: , __ ­_ r , _ . -- 1 - . - " 1, �.­: � � I - - I I- I � I � I I . � I - _; 1, , , _�__ -v , -_p �� , _, r ­.z -�I i�_� . T� z: - -,_ �__ - : - � L ,- . � � I r� I - I _. , _ _i �.:__� ­­ '­ � _:,:� i _.-- ,� � '��:�_,�. 1- ­­"_,�­­ �, - I - - I -: -- i ��i�,_.7-r,�.,�r �1- ,r _: � , - --, � -i; , , -­ L _�,� �'�:'r,: r , I , I r - � ,�::,� ,� L� L - -I .� I . ­� ,I � .1 � I - I . � - I ,,� ­_, � - 11:� C', . L' .� - ,m L -_� L - I - � . � ­ I . . � � - I 6"OMIN VENT PROPOSED 4" VENT RISER w/ BIRD PIPE. ALL PLUMBING U INSE6T SCREEN OR SOIL ODOR < < SEE NOTE 2 AND �/IENTINC ug FILTER VENT (9z < LOCATION NOTE: MUSTBE WATER TRENCH 9'-0" TO CENTERLIHE JOPSOIL, SEEDING GC AND FACILITY OWNERTO FOLLOW ALL �-4 z TIGHT, GASKETS Lj OF NEXT ABSORPTION Tr4ENCH & MULCH MARKER CONCRETE: 4000 PSI 0 MANUFACTURERS RECOMMENDATIONS AND 2"10 MIN BLOWER MUSTBE SECURED u 0 z>,Z r REINFORCEMENT: ASTM A615 - GRADE 60 W- 3f 0 L�u SPECIFICATIONS FOR INSTALLATION, TE �,< 4"MIN. TOPSOIL, SEEDING & MULCH, FINISr'-IED GRADE ASTM A185 - GRADE 65 PIPING. SEE NO SEE NOTES 2-5 r-( m w 2 _5 a: 1-4:0 F- LU Qf 3" MINIMUM ENTRAINED AIR: 5.0%,- 9�0% OPERATION AND MAINTENANCE Z < 0 REMOVABLE MEETS ASTM C890 REQUIREMENTS AND RECOMMENDATIONS. OZ u(j) OX 1.-0 6 CONCRETP' R. :COVER PUMP CLAMP, -WALLS SEENOTE9 *#***,*- �'R . 1. �d I 17� xm x z< 1EI I JEJ I 1��j I jEjEj I I I I�d I EARTH COVER .2 SUITABLE GENERAL NOTES: .................................... CAP ENDS (TYP.) I�ALL ELECTRICAL WORK AND MATERIAL FOR z --I I IEI F GEOTEXTILE FABRIC I 1=1 C'\1 < BLOWER INSTALLATION SHALL COMPLY WITH W, < . f SUITABLE EXCAVATED 4"PERF. PVC (TYP) 9 1 1_1 1 F3 1 1 F w < a- _0 DISTRIBUTION BOX AS THE NATIONAL ELECTRIC CODE. < Z� MAfERIAL PLACED IN LEACHING CHAMBER I I INFILTRATOR UNIT INSTALLATION INSTRUCTIONS #2, PRE CAST CONC. >:Z < 0 w 12' MAX. LIFTS IE�l I I= E I PIPE HANGERS �i u w ::I I IE�l E I IE�l 7 (HIGH CAPACITY / MANUFACTURED BY THE 2.ALL POWER AND CONTROL WIRING SHALL p 5 - 2' O.C. 2" INLET ? Luca SUMP Mml I- T BAFFLE BE MADE DIRECTLY TO THE CONTROL PANEL g a. <U) - W z INFILTRATOR FORT MILLER, CO. OR < - 10X PRO 3/4" TO 1" STONE-2� I =--T F_ > F 0 11-111- NOTE:THESE INSTALLATION INSTRUCTIONS ARE FOR WITHOUT ANY OUTSIDE SPLICES. 0=4 cn Lu m =-I I F-B-01 OF TRENCH rAROUND CHAMBER E IIF =LI:7=,�LI I APPROVED :EQUAL BOX TO INSPECTION/PUMP- _T m 2 2: ,Z2 (STONE TO BE WASHED I�E= REFERENCE PURPOSES ONLY.THE PROPOSED LEACHING 3.THE BLOWER CONTROL PANEL SHALL BE 0 p I-, ,. MEASURE 25"X1 6"X1 1:/2" OUT PORTS. T_ L��i ro o CLEANED)_- 0 w <0 Z,!� a- _3 U) w Do 0 IE21�.12u�l Y2 + C5 1=1 I I�l I INSTALLATION GUIDELINES AND/OR REQUIREMENTS OF v ;� - 4'�± 4.SEE MANUFACTURES SPECIFICATIONS FOR I� AND IT , :1 - - LOCATED INSIDE THE BUILDING. SEE,NOTES 3-5 �pi; P CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH ALL \-F" 0 _p i I Z' L \ 1190 1 01141 4 UTLETS INFILTRATOR SYSTEMS,INC. ADDITIONAL INFORMATION. 1. EXCAVATE AND LEVEL TWIIDE TRENCHES. �4 I I 1�ul�l IL41 1�" MIN sa it --IIIE111E 2, RAKE SIDEWALL AND BOTTOM INFILTRATIVE SURFACES TO >g F- _::I I FEI I F�l I 1=1 I F - 1::� I= - - I - �P, 0 I IT - - - PEA GRAVEL, R.O.B. GRAVE L 4" PIPE FROM--- JI F::�l =111 111=111 111-ill= 1__ OR CLEAN SAND -- PROPOSED 1_6 L 11=�r ELIMINATE SMEARING. u 0 PERFORATION g'Ll ELI F =1 I RATOR LIN T I SAMPLING 0 Lu> 7L 3. SCREW THE END PLATES IN PLACE AND SLIP INIF LT Lu Z z > 8 TOGETHER TO FORM DESIRED TRENCH LENGTH. DISTRIBUTION BOX NOTES: MANHOLEL Z !S < -u1 4. RUN INLET PIPE THRU,INLET END PLATE(PIPE EXTENDS THE 2 y U) LU -SPLASH (1) BOX SHALL HAVE (8) 4",, DIA. KNOCKOUTS FE ENTIRE LENGTH OF THE SYSTEM SUSPENDED FROM THE TOP OF PAD W/zABEL INFLUENT z z 0 0 w 0 WITH HIGH DENSITY POLYETHYLENE PIPE SEALS. FILTER WASTE. SEE 1C. THE UNITS WITH ITS PERFORATIONS POINTED TOWARDS THE (2) SET LEVEL ON 12 1 NCHES MINIMUM OF CLEAN 0 NOTE 5 co 0- 0 LU Lu LU BOTTOM OF THE TRENCH.A 4"END CAP MUST BE PLACED AT THE -FIE, 6 �0_ z ED z z z SAND, PEA GRAVEL OR :4"-Q2" AGGRFGA END OF THE DISTRIBUTION PIPE)AND BACKFILL WITH NATIVE 4'* SU:TABLE e- b (3) PROVIDE SPEED LEVELERS FOR ALL CUTLETS, co - - - - - - - --FI I- MATERIAL. _�-i 'I-' -Fl=, SO L re (4) FIRST FIVE FEET O_F�.ALL DISTRIBUTION BOX rill 5. FILL SIDEWALL AREA TO TOP OF SLOTS WITH STONE(SEE DETAIL ON SHEET 14).W I ALK FILL INTO PLACE TO GIVE PROPER OUTLET PIPES SHALL BE CONSTRUCTED AT AN 9 1�0 11 L x 5'-O"W x 7 5"H 4"PERF. PVC 34" SUPPORT OF SIDES.6. B"ACKFILL TO A MINIMUM OF W'COVER EQUAL SLOPE. (INSIDE.DIMENSIONS) PRECAST INSTALL WITH _w AFTER COMPACTION AND SETTLING.AVOID LARGE ROCKS IN AN'K BY FORT MILLER DR URI CONCRETE T 36 UTION-AVOID VEHICULAR TRAFFIC ON M OF PI E OR APPROVED TEQUAL. PERFORATIONS Ln BOTTO P BACKFILL MATERIAL.CA REVISIONS (5:00 AND 7:00) 1 SYSTEM DURING CONSTRUCTION SINCE SOIL HAS NOT SETTLED. GROUNDWATER, BEDROCK COMMENT REV DATE BY OR IMPERVIOUS LAYER 'k)"LE "I S51 17'113UTION�BOX DETAIL 1 06/24/16 PER DOH COMMENTS TDL 8) H'f 1J F10<, ID N.T.S. SEE NOTES 6&12 2 NOTES 3 CROSS SECTIONAL VIEW p 1.MAY NOT EXCEED 100 FT[30M]TOTAL LENGTH 6 AIRLINE PIPING TO FAST AND HAVE A MAXIMUM OF 4 ELBOWS IN THE PIPING SYSTEM.FOR MANHOLE fR"E AND COVER gy DISTANCES GREATERTHAN 100 FT(30MI CONSULT FACTORY,BLOWERMUST BE LOCATED ABOVE FLOOD LEVELS ON A CONCRETE BASE 42"X28"X2` 4 SYRACUSE CAS[ING CO. 61? [105X7OX5CMIMIN. APPROVED EQUAL 4" TOPSOIL, SEEDING MULCH, 2.VENT TO DESIRED LOCATION AND COVER OPENING WITH A VENT GRATE WITH AT LEAST 20 SQ INJ1 25 SQ.CMI OPEN SURFACE AREA.SECURE WITH GEOTEXTILE FABRIC OR PAVEMENT SEE UTILITY LAN r(Typ) STAINLESS STEEL SCREWS,VENT PIPING MUST NOT ALLOW CONDENSATE BUILD UP OR CREATE BACK PRESSURE.VENT MUST BEABOVEFNISHED GRADE OR HIGHER(SEE MANUFACTURERS SPECIFICATIONS). 1(E.G,TANKS,ACCESS PORTS, ELECTRICAL,0 ALL APPURTENARCES TO FAST ETC.)MUST CONFORM TO ALL APPLICABLE COUNTRY,STATE,PROVINCE 28- -A&UST TO GR4DE WflH PRECAST CONCRE717 GRADE EVfENSION .4 MAX. RINGS 4 MIN. 70 8 hAX HEIGHT AND LOCAL PLUMBING AND ELECTRICAL CODES.PUMP OUT ACCESS SHALL BE ADEQUATE TO THOROUGHLY CLEAN OUT BOTH ZONES. �i 7 4 ALL INSPECTION,VIEWING AND PUMP OUT PORTS MUST BE SECURED TO PREVENT ACCIDENTAL OR UNAUTHORIZED ACCESS, _T m. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . rr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . I . . . . . . . 5.-TANK,PIPING,CONDUIT,ETC.ARE PROVIDED BY OTHERS.BLOWER CONTROL SYSTEM BY BIO-MICROBICS,INC.SEE INSTALLATION MANUAL. jo,DZA� 6.ALL PIPING AND ANCILLARY EQUIPMENT INSTALLED AFTER FAST MUST NOT,IMPEDE NOR RESTRICT FREE FLOW OF EFFLUENT, CLOSED END PLATE. . . . . . . . . . ... . . . . . . . S U ITABLE'EXCAVATED MATERIAL' ... . . . . . . . . . (EACH END ONLY)'. . . . . . . . . . . . . . OR A.0.8.E. . . . . . . . . . 7.THE TANK(S)SHALL BE DESIGNED TO PREVENT AIR PASSAGE BETWEEN THE SETTLING ZONE/TANK AND THE TREATMENT ZONE AND PREVENTING'AN 9, :4' AIR LOCK.EXAMPLES INCLUDE A BAFFLE WALL SEALED TO THE LID OR TREATMENT ZONE INLET LINE WITH A PIPE CAP,CONSULT FACTORY,FOR . . . . . . . . . . . . . . . PRECAST REINFORCED CONCRE7E ECCENIRIC CONE SECRON GUIDANCE. OY FORT MILLER CO. OR APPROVED EQUAL 8,UNIT MUST BE SECURED TO PREVENT @ THE AIR SUPPLY LINE INTO THE FAST VIBRATION INDUCED DAMAGE.THE AIR SUPPLY LINE SHOULD I I BE 10 SECURED WITH A NON-CORROSIVE CLAMP EVERY 2'MIN[60 CM].SEE ALTERNATE AIR SUPPLY OPTION IN MANUFACTURE RS SPECIFICATIONS. - - -------�_S7EPS REQUIRED FOR 9.SPECIALIZED TREATMENT LEVELS MAY REQUIRE SPECIFIC FEATURES TO BE INCORPORATED INTO THE DESIGN.CftULT FACTORY GRE4 TER FORGUIDANCE. STTUC, - 10.REFER TO MANUFACTURERS SPECIFICATIONS FOR LEG EXTENSIONS REQUIREMENTS, 77PIN 5' 0"IN DEP7771 ==HA 12 SE41 SEAM WATER77GHT H BUTYL-(Typ) W17 13 -3/4"-TO I" STONE BASE 4'19(INSIDE DIAMETER) (STONE.To BE WASHED CLEANED) #M_ P,PE TO NEW YORK S DE MANHOLE CONN�CTON(TYP, SEE DETAIL) TATE PAR ENT,OF HEA LTH SEKIC TANd-L t 10 PROPOSED tGlens Falls District office 41PVC FROM EXISTING 4 to eet fo 60roved date r aW SUITABLE SOIL IN=11=1 I r_ 111 :td I Q I El and slip to. I=-FF----T H 1,25" 75" EACH SECTION MINIMUM LEG EXTENSION ASSEMBLY .......... SEE NOTE 4 z z 8y ZA6EL )ZOK A fODLE NO. PL-525 4� -EENT t 2 SCREWS PER 300,12'X20"'wjTq P&LYLOK-7AVK ALERT ALARM MODEL LEACHING TA)(7-0 1H8. 'C' CA SIDE INCLUDED I �COORDII�I, XITH OiVNER FOR LO 17ON OF:COKRO VIED 11V-RUILDING- GC IS L p A� 1L CHAMBER RESFON-SILE FOR BEDROCK Y SUPPL OU _PREC4ST REINFORCED CONC�=qOrr"SE P IR,LLAIION OF ALIR�AN), wl ALTERNA IASIA TE AIR OPTION B160113 -AST(&LID VENT PROJECT No. :,N, '4 FOT MIL LEH CC REO : - NE 'D 4 OR AFFRO VED COU4L(HCJGH�AS UIRL _TDL -b DRAWN BY� . . . . . . . . . PT ION ON-CORROSIVE: JRG SL07TED P11C SUPPORT N -CHECKED BY: INTED 10 TAjVK_ PIPE MOL A INDS 'G TEMIN 4 WAtL WI7H STAINLE5 ,CLAMP EVERY 2 05102/2016 i STEEL S7R4FS AND DATE-.-ION$ �AS NOTED 144RD&RE IN 2 LOcA7 SCALE: 9.5 SQ IN OF OPEN _7� D1 13SS01' SURFACE AREA 'cAb I RISER PROJECT-- _UDINAL VIEW (CRUSHED STONE OR LONGIT R0.8, GRA VEL,A.0.8. COIAC70 SUBBAS E SITE L 11ILTER OPROM DEVELOPMENT ORCHAMBER TREN C'H ETAIL FAHRC(AO.H.E) HIGH (CAPACITY INFILT'AT �PL NS -TIT:) _T Z A R CONCRETF MANHOLE WITH EL FILTE C M�EVERY 2 0 T R 4" VENT RISr R & EXISTING FEET N.T.S. -N OR SOIL PDOR INSECT SCRF_ DETAIL FASTEN WITH NON- OLLEY FILTER VENT CORROSIVE _11ATES !SCREWS 2"AIR SUPPLY LINE ASSO'f PRO M ED 2,500 GALLON ............ PROPO EXISTING 1000 CAL. CONC. SE IR LIFT PVC COUPLER TANK WITH MICROFAST-3.0. HOLDING TANK G.0 TO-INSTALL WITH, EEAL. C ATION F SITE WAT ERTIGHT SE EXISTING 4" PVC FROM CRbFAST_3.00 WASTEWATER TREATMENT SYS EXISTING SEPTIC TANK TO BE SPECIFICATIONS FOR MI TEM': .474 AVIAT ON ROAE -TO PLUG HOLE 1.GENERAL RA IS JOWWOF-QUEENS REMOVED. G.C. HANDINSTALL(I BURY TMENT SYSTEM AS MANUFACTURED BY BIO-MICROBICS,INC.THE TREATMENT SYSTEM SHALL BE COMPLETE WITH ALL NEEDEDEQUIPMENT AS SHOWN rHECONT CTOR SHALL FURN WITH WATERTIGHT SEAL. 3.00 TREA WARREN,COUNTY N THE DRAWINGS AND SPECIFIED,HEREIN.SYSTEM INSERT,LEG EXTENSIONS,OR LID,BLOW R WERCONTROLSANDALARMS.ALL OTHER ITEMS WILL-BE PROVIDED BY,MICRdFAST 0 E. ASSEMBLY. EW YORK STATE OF�N PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST THE MICROFAST3.00 UNIT SHALL BE SITUATED W[THIN A 2250 GALLON[85W LI MINIMUM,COMPARTMENT AS SHOWNON THE DRAWINGS.SUGGESTED Mi SETTLINGZONEIS(1X)THE DAILY FLOW.TANK MUST PROVIDE ADEQUATE PUMP OUT ACCESS AND CONFORM TO LOCAL,STATE, T PPLICABLE CODES.[HE CONTRACTOR SHALL PROVIDE MIN 24 ApID-ALL0 HERA, BETWEEN THE FAST SYSTEM AND TANK SUPPLIER WITH REGARD TO FABRICATION OF THE TANK,INSTALLATION OF THE FAST U ELIVERY310 THE JOB SITE. 2,OPERATING CONDITIONS DOSING CALCULATIONS: THE MICROFAST 3.00 TREATMENT SYSTEM SHALL BE CAPABLE OF TREATING THE WASTEWATER PRODUCED BY TYPICAL FAMILY ACTIVITIES(BATH.LAUNDRY,KITCHEN,ETC.)RANGING FROM(10 9(42 SYSTEM CAPACITY: �)TEN FORTY40 PEOPLE AND NOT TO EXCEED 3000 US GALLONS PER DAY(11400 LPD)PROVIDED THE WASTE CONTAINS NOTHING TRATWILL INTERFERE WITH BIOLOGICAL TREATMENT,GATE M NOT MEANT FOR NON-BIODEGRADABLE OR INDUSTRIAL WASTEWATER E 1 :N�E;E-R-1 N rG- 7A8 GAL./C.F.=372 GALLON CAPACITY 3.MEDIA BOHLER SYSTE 4'PVC AT 571'=49.68 C.F. HE FAST SYSTEM IS A BIOLOGICAL TREATMENT 0 0 14�,G 372(0.75)=279 GALLON DOSE T THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC,POLYETHYLENE,OR POLYPROPYLENE AND IT SHALL BE SUPP RTED BY THE POLYE HYLENE INSERT. THE MEDIA SHALL BE FIXED IN.POSITION ANDC' ONTAIN NO 2"PVC AT 180'=3.96 C.F. EXISTING SHALL NOT CORRODE:THE MEDIA SHALL BE DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED-SOLIDS DESCEND THROUGH THE MEDIA TO THE BOTTOM OF THE SEPTIC TANK MOVING OR WEARING PARTS AND 7A8 GAL./C.F.=30 GALLON CAPACITY DUPLEX Pump SYSTEM PVC _SCH. 4 17 4.BLOWER Z) j 2A _Q TOTAL DOSE=309 GALLONS (SCE PUMP COMPUTER DRIVE VVE T� SHALL COME EQUIPPED WITH A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING 44-85 CFM[68-90 M31HRI THE BLOWER ASSEMBLY,$IALL INCLUDE AN INLET FILTER WIT[ f T15CHARGE THE MICROFAST 3.00 UNIT CONTROL NOTES) NY 12205 BLOWER PIPING TO THE TANK SHALL USE NON-CORROSIVE MATERIAL(PVC,GALVANIZED,OR STAINLESS STEEL).DO NOT RUN GALVANIZED PIPE INSIDE THE TREATMENT TANK-REFER TO INSTALLA ION MANUAL FOR T one-'-- 18)4 Ph F ELEMENT,FURTHER DETAILS. TANKANALYStS: aX: .'(518)438-0900, >< 5.REMOTE MOUNTED.BLOWER 0 3,6'x7.5'xt'=27.GCFx7ABGAUCF=202.0 GALIFT. 'A TWO-PIECE,RECTANGULAR HOUSING SHALL BE PROVIDED,'THE DISCHARGE AIR LINE FRO _Bp�14an )7gineeqpg.qom., 309 GAL.(DOSE) 202 GALJFOOT=1.5 FEET/DOSE THE BLOWER MUST NOT SET IN STANDING WATER AND ITS'ELEVATION MUST BE HIGHER THAN THE NORMAL FLOOD LEVEL. WTH x www- E MICROFAST SYSTEM,SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR. CIA BLOWER TO TH CK -a VALVE 6.ELECTRICAL WIRI I ANCES-_�ALL WIRING MUST CONFORMTO ALL APPLICABLE CODES(IEC,NE( THE ELECTRICAL SOURCE SHOULD BE WITHIN 150 FEET[45 METERS]OF THE BLOWER,CONSULT LOCAL CODES FOR NG.D ST ETC.). HZ ELECTRICAL SYSTEMS 220VAC 10,10.6 FLA,2201460VAC,6 DISTANCES MU FICANT VOL TAGE LOSS.INPUT P OWEF -0 S_220VAC w WIRING ELECTRICAL SYSTEM iO'12 FLA,0,4.9/2.5 ON 50 HZ 3 ST PREVENT SIGN �ON 30 -CONDUIT aID WIRING SHALL BE SUPPLIED B A 230/i ILL 6.W.5 FLA.OTHER VOLTAGES AND PHASE ARE ALSO AVAILABLE:ACTUAL POWER CONSUMPTION VARIES WITH SITE CONDITIONS Y 6bNTRACTOR:�,,' 40VA& 7.CON TROLS L THE CONTROL PANEL PROVIDES POWER TO THE BLOWER WITH AN ALARM SYSTEM CONSISTING OF A VISUALAND AUDIBLE ALARM CAPABLE OF.SIGNALING BLOWER CIRCUIT FAILURE AND HIGH WATER CONDI FIONS. I H H I FI 1 711 IS E'Q1jI PPIED WITH SFR CONTROL(SEQUENCING FIXED REACTOR)TIMED CONTROL FEATURE. A MANUAL SILENCE BUTTOI\ IISP. 8.INST T i-I I I I tf Ill ALLATION AND OPERA ING ANCE W ITH LOCAL CODES AND REGUL A I TION STALLATION OF-THE MICR` E IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY LALARM ON "#* . - i� - __ - :� _ . _'11 - INSTRUCTIONsALL WORK MUST BE DONE IN ACCORD S.IN OFAST LLE DON N THE MANUFACTURER.MANUALS SHALL BE FURNISHED,WHICH WILL INCLUDE A DESCRIPTION OF SYSTEM INSTALLATION,OPEERATI% ENANCE PROCEDUR S. T 0.3, G lkaBq IF V� 9.FLOW AND DOSING L -BASED 11 WHEN INFLUENT FLOW IS CONTROLLED BY PUMP OR OTHER MEANS TO HELP WITH HIGHLY FAST SYSTEMS HAVE BEEN SUCCESSFULLY DESIGNED,TESTED AND CERTIFIED RECEIVING GRAVITY,DEMAND �FLUENT 44 FLOW.VARIABLE FLOW CONDITIONS,THEN MULTIPLE DOSING EVENTS SHOULD BE USED TO MAXIMIZE PERFORMANCE THE FLOW RATE SHALL NOT EXCEED 10 GPM(40 LPm)WITH A MAXIMUM HOURLY FLOW NOT T EXCE�6 0 10 LICE N DAILY F 10%OF THE DESIG 615 - GRADE CON(TETE: 4000 PSI G.C. TO 0-3' E-6 11 T: LOW(300 GPH(I 14OLPH))� ADIUST LLEAD PUMP is ON IE ASTM �A .60 5.07. .0% NTRAJNEq AIR: 9 10.WARRANTY 1.5, EXISTING 3.0,4.5,AND 9.0)AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER INSTALLATION OR EIGHTEEN(18 MONTHS)FROM THE DATE OF@ MODELS(MICROFAST 0 BIC-MICROBICSjNC.- MEETS ASTIA C890� S IPMENT WHICH EVER R ALARM WARRANTS ALL NEW MICROFAST.ALL ARE SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS BELOW. H SHEETTITLE:t OQCU S FIRST,SUBJECT TO THE FOLLOWING AND CONDITIONS S E; FLOATS TO SPECIFIED 'ED AND �7 u) DURING THE WARRANTY PERIOD,IF ANY PART IS DEFECTIVE OR FAILS TO.PERFORM AS SPECIFIED WHEN OPERATING AT DIES19N CCNDITICNS;AND IF THEEQUIPMENT HAS BEEN IN TALLIED ANDIS.BEING P. EP� DEFECTIVE: -mimoBics,INC. B O-MICRoBICS,S I .WILL REPAIR ORREPLACE AT ITS DISCRETION SUCH DEFECTIVE PARTSFREE OF CHARGE. �2 HEIGHTS. 0.3' NOTE q NC _Q ERA1 S MAINTAINED IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY Bib I 1 C LACEMENT OF THE DEFECTIVE,PARTS AND PARTS MUST BE RETURNED BY OWNER TO BIO-MICROBICS,INC.FACTORY POSTAGE PAID,IF SO REQUESTED.'-THE COST OF,LABORAND ALL OTHER EXPENSES RESULTING.FROM,REP 1) ALL SEAMS IN S---PTr,, IFTSTAT1%1 TANKS TO BE ABOVE L IJdRNE BY THE OWNER. THIS�,v MAINTENANCE ITEMS SUCH AS FILTERSr�OR BULBS Slk E ARRANTY DOES NQT,COVERGENERAL SYSTEM FROM INSTALLATIONOF PARTS FURNISHED UNDERTHIS WARRANTY AND,REGULAR CONC. TANK kED OR ED ERTIGHT. 1.ALL ELECTRICAL WORK AND MATERIAL FOR THE WATERJABLE_ SEAL- THBUTYL INATE MISUSE,ACRATOR COMPONENTS WHICHHAVE BEEN DAMAGED BY FLOODING ORANYCOMP%&TS THAT HAVE BEENDIS�SSEMBLED BY UNAUTHORIZED PERSONS,IMPROP� _RDETAILS INSTALLED OR DAMAGED DUE TO ALTEF NOTE: -SEP I TANK OR DISPOSALSYSTEM. PUMP INSTALLATION SHALL COMPLY WITH THE 0 NIMPROPER WIRING OR OVERLOAD PROTECTION.�THIS WARRANTY APPLIES ONLY TO THE TREATMENT PLANT AND DOES NOT INCLUCE ANY OF THE STRUCTURE WIRING,PLUMNI G DRAINAGE T ESTIMATED FLOAT SETTINGS ARE BASED NATIONAL ELECTRIC CODE. INC.RESERVES THE RIGHT TO REVISE,CHANGE OR MODIFY THE CONSTRUCTION AND/OR DESIGN OF THE FAST SYSTEM,OR ANY COMPONENT PART OR PARTt THEREOF,WITHOUT INCURRING ANY.OBLIGATION TO 9 ON THE EXISTING 1,000 CAL TANK 2) SEPTIC,GREASE,&LIFTSTATIQITAkIK3 TOBE H(DROSTATICTESfIED BIO-MICROUICS, NT2.ALL POWER AND CONTROL WIRING SHALL CHANGES OR MODIFICATIONS IN PRESENT EQUIPMENT; BIO-MICROBICS,INC.IS NOT RESPONSIBLE FOR CO NCIDENTAL DAMAGES OF ANY NATWE RESULTING FROM SUCH THINGS AS, MAKE SUCI NSEQUENTIAL'OR I 9 -ALL OTHER WARRANTIEI-4- - FOR 24 HOURS WITH NO,AFPR !ABLE LOSS,RESULTS OF THE TEST DEFECT IN DESIGN,MATERIAL,OR WORKMANSHIP,OR DELAYS IN DELIVERY,,REPLACEMENTS OR REPAIRS.THIS WARRANTYJS IN LIEU OF SPECIFICALLY BE MADE DIRECTLY TO THE CONTROL PANI51L CROIC 'SH ET NUMBER: FOR Bib- S INd, LIMITED EXPRESS OR IMPLIED.BIO WITHOUT ANY OUTSIDE SPLICES. DISCLAWANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FORA PARTICULAR PURPOSE.NO REPRESENTATIVE ORPERSON ISAUTHORIZED TO GiVE ANY OTHEI�\\VARRANTY ORTOASSUME E ARE TO BE PROVIDED IN WRITI -TO THEE DES IGN ENGIN EER HYDROSTATIC "o PARTS AND SERVICE. a 0 - - T F THE STATE,tOF NEWYORK PROHIBITS ANY PERSON 3.THE PUMP CONTROL PANEL,DISCONNECT5 - - : -, L-_" 11 HER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS.CONTACT YOUR LOCAL DISTRIBUTOR FOR CU ANY OT A PANYING LTERING ANYTHING ON THESE DRAWINGS AND/OR THE ACCOM' AND ALARMS SHALL BE LOCATED INSIDE THE TESTING OF TAWS MIJST BE Wf NESSED BY CERTIFYING ENGINEER SPECIFICATIONS,UNLESS IT IS UNDER THE_DIRECTION OF A LICENSED BUILDING. APPROXIMATE FLOAT SETTINGS PROFESSIONAL ENGINEER.WHERE SUCH ALTERATIONS ARE MADE,THE PROFESSIONAL ENGINEER MUST SIGN,SEAL,DATE AND DESCRIBE THE FULL �0 :OF 3 EXTENT OF THE ALTERATION ON THE DRAVVINGS AND/OR IN THE VE 10 rE �rA FOR 1\114 N TS, REV 1 �2 A UCAT SPECIFICATIONS.(NY3 ED ION, LAW SECTION 7269-2) UNIT '0 GAL.) WITH MICRC FAS EXISTING PUMP STATION DET-AIL NGP ETE SEPTIC TANK (2,50 f 3.0 F ST TM OH BLER 17 Computer Drive WestAtbany, NY 12205 PHONE 518.438.9900 E N G I N E E R I N G FAX 518.438.0900 October 27, 2016 NYS Department of Health Center for Environmental Health 77 Mohican Street � tl Glens Falls,NY 12801 E C E 0 Attention: Mike Shaw,P.E.,Public Health Engineer II SEP 2 5 2017- -10j Re: Septic System Treatment&Improvements TOWN OF QUEENSBURY Jolly Stores 474 Aviation Road,Queensbury BUILDINGS CODES Dear Mr. Shaw, This office visited the site referenced above on September 21,2016 to perform percolation tests;on September 26,2016 for construction observation; on October 17,2016 for construction observation and on October 21,2016 and visually observed the waste water treatment system in operation.The system is now in general compliance with the approved design plan assembled by our office dated 05/02/2016,last revised 06/24/2016. Do not hesitate to call us at(518)438-9900 if you need anything additional. Sincerely, BOHLER ENGINEERING MA,LLC James R. Gillespie BU Ll CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM a m §A$g F I PGS W ..va o •�,.». �owae'•'xw,wn. � �0..z o W.'� €��� g'_e.� �x t°a a a x i��Naa°.� � � x• O�Q 4�' ".-!.0 o<s'°�;LL xix g° ��-Wm Qdg$n�g Ej 2aZHOg ° Olo � � .�' dill I � � � ss� 9�F�� � Agae$���£S �� � e� gg��"�s� �§"3 x3�"__ � s s0 5 EG ¢g ; IN! " Puffnull 1. H_ N 55 �$ gx Si a cfig$ Ig1w �.% Rig g Y gin _ R aHF�z 's aS g RUNM �,!a�e i ��8 ®I w1MHH" tlse '`s � 3@ *^ y 0 9 N Wo 0 R L u-? gggggggg bmoo 111 a HIS oil 111 .011 Ill 101 Ill w g a°s�Y g not § 's s �E �@x g gg�S e g�� � �°�� rn -a eE@ �o =a= _ 3 Y11110 s n!,I nOR gIn 9 a o M' - §g Nor €e�s ion s g 8�za e - "gq 4 '' ASH :t IIl11Illlsllll :, '•\ ij s ii _ ® 1 11 111ISI IIA 1°.: '`",'•``•• ' sHilo �1 � r"II II Ilill f, •I III Ill — �' eYP • .,o_ b /;,ill 1111's 111111 1;111 II IIID , .! ipi ot} \ ji' �� a ro -...----, , `,'';,;,,t•� .t;:1 fir; I, � .`;