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2024-0405 • 111 Office Use Only SEPTIC DISPOSAL LL.C111%,No 1 Permit#: bg — 0v5 I AUG 0 6 2O2 Permit F-- ©� Town of Qyccnsbury 11 742 Bay Road,Queensbury,NY 12804 _ IfVOIC= . .,L I P:518-761-8256 www.queensbury.net TOWN OF Q1,1EEIVIB1.1rz'y' BUILDING&CODES Flood Zo -. TYPE: r . ‘, Project Location: eAl• L.I1 Wetlands? h g Z,� Reviewed :y: Tax Map #: 2_29 l 1 STRUCTURE INFORMATION Garb.:e Grinder Yes No Year Built Gallons #of X gallons per =total daily flow Installed? Per day Bedrooms Bedroom 1980 or 150 Spa or Hot Tub older Installed? 1981-1992 130 1992-Present 110 PARCEL INFORMATION TOPOGRAPHY Flat Rolling Steep Slope % Slope SOIL NATURE Sand Loam Clay Other, explain: GROUNDWATER At what depth: Ai A BEDROCK/IMPERVIOUS MATERIAL At what depth: /✓O DOMESTIC WATER SUPPLY Municipal Well '' Lake (if well or lake, water supply from any septic system absorption is4 feet) PERCOLATION TEST Rate: `1 z( per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION TANK SIZE /cam' gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub SYSTEM Absorption field w/#2 stone Total length ft. Each trench ft. Seepage pit w/#3 stone How many: ; Size: Alternate system Bed or other type: Holding tank system Total required capacity: ; tank size: ; # of tanks: Septic Alteration Application Revised May 2024 :i• 4.1 CONTACT INFORMATI ON: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): 3r.-%/ E-)Lcavtrwf'v`. 1 S{p7L.•Z, /LC Mailing Address, C/S/Z: sot 1R. l one rrj_ kJ_ Cell Phone: 1c(O VS-7 r9o9 Land Line: Email: Ia✓0-Ava-nS /seOs t`'• • Primary Owner(s): Name(s): mil+ }k,h Mailing Address,��++ C S/Z: 7 von �n}L� (Cell Phone: Cl$ /06 Land Line: Email: c-&C.'C yx ❑Check if all work will be performed by property owner only • Contractor: Ai Contact Name(s): forAZ/ S )•e-e," EA .✓-r.4'0v+ Contractor Trade: SC,071- -� Mailing Address, C S/Z: L 4,,.,4:L✓J a 2 Cell Phone: ( Qn9s-7—cicet0 Land Line: Email: e. "vr"-Ar S e S e )',V , ec)_ **Workers' Comp documentation must be submitted with this application** • Engineer(s): ,v (0.44or Name(s): EL) P Mailing Address, C/S/Z: CO 9 Cell Phone: Land Line: (ctV\ 3 7/ — 71 Z Email: (� 1 Contact Pers9.,n for any questions regarding this project: Lc,. e-d�.,,d Cell Phone: ( ciV)SC7— Cit2cI3 Land Line: Email: Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: -✓ � ;,� SIGNATURE: ` DATE: 11/ Z Septic Alteration Application Revised May 2024 la TOWN OF QUEENSBURY 011106., � � 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist yPlan to scale Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) YAll wells on property and adjacent properties shown \'( Water line shown Municipal or well 10'separation to any part of system Y Setback to property lines show 10'or more for any part of system Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required (field verification required) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each N( yLeech Field 20'from foundation 100'from any well 10'from water line ON Seepage pit 150'from well 50'from septic tank NSeepage Pits 3-times diameter apart ( Septic tank and pump stations over 30 gallons 50'from watercourse or wetland Distance from bottom of trench or system 24"to bedrock or motif g 36" in 1000'of Lake George 1 Leech field 100'from watercourse or wetland N(Toe of mound or bottom of retaining wall 10'from property line, 100'from well, 20'from foundation Provide Engineer/Architect stamp for bed or design systems '(' Department of Health Approval for all mobile home park new systems Flood Plain requirements 41/4,,2' above established flood elevation to bottom of system N All tanks anchored or 2' above flood elevation • . , . - • • • • • .. •1 • • • SEP 1 6 2024 TOWN oF Qu,, . D BUILDING k''AISBURY u. COEs • 2024T— taeo5 sq,,.r. • . . . • , . , ..,,,, ,.:•r. q‘.01.4.40Nwr,m..TH-ELEcnucALJNspterrioN i 1 1 . . • k4 . ky glitRyl.(.',A INC.DUPLICATE CERTIFICATE !. ' . ! • : ...1.sqgo .,.. , :.-•::?;, l'‘01::1. ' • • • Po-Municiplil Conliniudion Only TYPE OF[NOT('TION1 ' • • W ' 5 548 f' . 1 , • • ..,,,,.. Pe•rnit No • t i Cut-in Card No 7 . i I I ; ;:,!.3•31 *.f:' : '• 1 I! : 11,1; • • :',';:i..! rity%'•: Qwner • A44.7: , ,/.3..9.4r.,4errs-' . . , 1,5‘.:4'":'• . • , .• 1 WA- .• 1 Lc cation,,, 'I I, 14,.;?0,tvo ri.e ci,,,,,,,,, 1,...i f 1., • . 4,:.: •• • : • . 1 •;:::',V,4'11 i ,t•'•4•' : . • . In tallation Consist*of ! • : • . , • 4.V ir -- R,F,,,,5", ..,9—.74,...k . • . •• . • i i . . . .r., •. . • . .... , - • 1 owl' • • . . •• • • . • ,i1.:1 t,;...k.t . ' Inllcd q../....441r...4.VcAciet-7 '). Ll LI No., . t • . The cornlititaikkilowing:governed the issuance of this certificate,and km);!!..ertificate previously issued • . ! ,O. .•:••;(111 1 ,• .74r? t.i'"' • :'''''Ar'• ' is km:climb- •. • •K ? . :Ai,:ivi • .. This certificate,mtly epve,rs the electrical equipment and installation conditions as of date.Upon the ; • 4i4T. ' : •Oil introduction of additioual eqnipment or alterations,application shall be promptly made inspection. • '..4. . • Inspectors•ofthis Company shall have the privilege of making inspactthus•at any tiIwe.and if its rules t• -.; '43521-4 .Vift•l• • nit.violated,the Company shall have the right to revoke this ertificate: 1 ink:;.• I 4 i• i: A ! Date 9.','-i•Z- ' INSPECTOR I .«, fstAitkee<frea*ririir • : 76.'h','t • • na ii loon Member N. P.A.,.I.A.El : . i• I..:!:4 TO 30Vd 01EWI-IW NOel b8ST8GL ' GT:ET DZOZ/9E/60 SI TE xn SITE LOCATION MAP WASTEWATER SYSTEM — BASIS OF DESIGN REGULATORY AUTHORITY, TOWN OF QUEENSBURY DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 75—A), WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY ORDINANCE — CHAPTER 136: SEWERS AND SEWAGE DISPOSAL — PART 1, ON —SITE SEWAGE DISPOSAL SYSTEMS AND THE NEW YORK DESIGN & INSTALLATION MANUAL. PROJECT DESCRIPTION: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE TWO (2) BEDROOM DWELLING A SANITARY EJECTOR PUMP WITHIN THE BUILDING TO A 1,000 GALLON PRECAST CONCRETE SEPTIC TANK, EFFLUENT WILL THEN FLOW BY GRAVITY TO THREE (3) ELJEN GSF TRENCHES WITH 5 MODULES IN EACH TRENCH, 15 MODULES TOTAL PROJECTED FLOWRATE: BASED ON A TWO (2) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 220 GALLONS SHOULD HOUSEHOLD FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF 77—IESE COMPONENTS BE PART OF THE HOUSE DESIGN. ABSORPTION FIELD SYSTEM: THE PROPOSED ABSORPT70N SYSTEM IS DESIGNED AS THREE (3) ELJEN GSF TRENCHES. EACH TRENCH WILL CONTAIN FIVE (5) ELJEN GSF MODULES. EFFLUENT WILL FLOW BY GRAVITY THROUGH THE DISTRIBUTION BOX. THE TRENCHES WILL BE STEPPED DOWN THE SLOPE. CONTRACTOR TO PROVIDE DESIGN ENGINEER WITH C33 CERTIFCATION FOR FILL. REFER TO DETAILS AND NOTES. f Rf SCALE: 1 " = 2,000'' ■ ■ ■ ■ ■ 2�{f ■ ■ GRAPHIC SCALE 30 25 20 15 10 5 0 15 30 120 (IN FEET) 1 INCH = 30 FT. WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS, THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH NYSDOH APPENDIX 75A AS FOLLOWS DESIGN PERCOLATION RATE = 6-7 MIN/IN TOTAL BEDROOM COUNT = 2 DESIGN FLOW = 110/GAL/DAY/BR 110 X 2 = 220 GAL/DAY APPLICATI0N RATE = 1.0 GAL/DAY/SF REQUIRED ABSORPTION AREA=220/1.0 = 220 SF ELJEN APPLICATION RATE = 6 SF/FT REQUIRED TRENCH LENGTH = 220 / 6 = 37 LF MIN REQUIRED ELJEN GSF MODULES = 10 MODULES (5 PER BEDROOM) PROPOSED SYSTEM = 3 LATERALS AT 21 LF EACH 15 TOTAL MODULES NO TE: 1. WATER SUPPLY FOR THIS PROPERTY IS FROM LAKE GEORGE 2. NO NEIGHBORING WATER WELLS ARE WITHIN 100 FT OF PROPOSED WASTEWATER SYSTEM J. ALL NEIGHBORING PROPERTIES TAKE WATER SUPPLY FROM LAKE GEORGE SURVEY NOTE_ EXIS77NG COND177ONS AND TOPOGRAPHY OBTAINED VIA NYS PUBLIC DATA BOUNDARY OBTAINED VIA SURVEYS OF NEIGHBORING PROPER77ES AND NOT DEEMED SURVEY ACCURATE. EXISTING CONDITIONS MAP, BOUNDARY AND TOPOGRAPHY ARE FOR DESIGN PURPOSES ONLY AND SHALL NOT BE CONSIDERED A SURVEY. ■ ■ ■ ■ ■ RAOF \.VIf ■ \ V A ■ ■ ■ / ■ a F I / ■ WASTEWATER ■ ABSORPTION ■ FIELD ■ / ■ 1 N/F OF SEVITS AND ■SEVITS / ■ 49 PAGE.60 / ■/N0,16mmy0mml1 / ■ ■ ■ ■ ■ 1 gi Af GENERAL SANI TAR Y NOTES- 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. 2, MINIMUM SEPARATION BETWEEN SEP77C TANK AND BUILDINGS SHALL BE 10 FEET. 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS SHALL BE 20 FEET. 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL (RAISED SYSTEMS) SHALL BE 10 FEET. 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. 6. ALL CONSTRUCTI0N TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD CONSTRUCTION. B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. C) PRIOR TO BACKFILLING BED AREA. D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. 8. WHEN THE TRENCHES BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. 9. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORP77ON BED SYSTEM TO PREVENT UNDESIRABLE COMPACT70N OF THE SOILS. 10. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL N077FY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. 11. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. 12. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONS7RUCT70N. 13. AS PER NEW YORK STATE INDUSTRIAL CODE 53. CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. SITE VICINITY MAP SCALE: 1 " = 200' 1 y, / 1 1 *poi , 24" X 24" BASIN WITH 2.0 HP SEWAGE EJECTOR PUMP WITHIN 1� BASEMENT/CRAWLSPACE 1 1 V 1 1 ' 1 1 LANDS N/F OF 4 j LANDS N/F OF 1 \ .\.�\� 1 NORMAN S, SEMTS AND GEORGIANA N. 21 STOACH 1 ELAINE A. SEMTS 0 BOOK 5019 PAGE 142 1 BOOK4213 PAGE O �,L> x , s 1 .•1 1 S:B,L ,1-�-1�-1 23 r �a LAKE WATER SUPPLY �_ -, LAKE WATER SUP Y 1 rV. 0. ±225 LF 2" PE FORCEMAIN, 1 MAINTAIN 10' MIN SEPARATION 1 TO PROPERTY LINES. CONTRACTOR 1 TO REPAIR STEPS AS NEEDED 1 AND RESTORE ARE TO EXISTINGAW CONDITION 1 BOOK 1 / \ 1 / 1 DS N/F OF ,,A<E_s M. SCHNEIDED .. GOOK 1291 PAGE 203 1 / S:B,L, 2391-1-1P I 1 WELL WA TER SUPPLY OVER 200' FROM SYSTEM F- 1 - 1 1'- CONTRACTOR TO REMOVE ( /I THE MINIMUM AMOUNT OF 1 TREES AND VEGETATION I I WITHIN THE WASTEWATER p Q SYSTEM AND FORCEMAIN If IN ORDER TO ALLOW FOR CONSTRUCTION 1 SHALLOW ABSORPTION / 1 ELJEN GSF FIELD, USE 1 THREE (3) LATERALS WITH FIVE (5) GSF MODULES 1 EACH, 15 TOTAL MODULES 1 / / 1 1,000 GALLON PRECAST / <� 1 CONCRETE SEPTIC TANK W/ BAFFLE WALL kg3 1 , e LANDS N/F OF / I / N", NORMAN S. SETS ADD ELAINE A. SETS' I' / NOOK 4915 PAGE 60 S. ,L, 2 9,1 —1- 16 1 y now \ 1 \ 1 \ \ 1 \ 1 / \ 1 1 TP#1 / 1 / I / 7-1 1 PT#1 / 1 ' ' A KE WATER SUPPL YI 1 PRECAST CONCRETE 1 DISTRIUBTION BOX 1 / 1 4" PVC SDR-21 EFFLUENT 1 PIPE 0 J'/FT, MIN SLOPE CDETAILED WASTEWATER PLAN_ SCPLE'. 1" = 2 GRAPHIC SCALE 20 15 10 5 0 SOIL DATA: THE FOLLOWING SOIL TEST PITS AND PERCOLATION TESTS WERE PERFORMED BY A REPRESENTATIVE OF ENVIRONMENTAL DESIGN PARTNERSHIP, LLP IN JUL Y 2023: TP#1 0" — 4" TOPSOIL/ROOTS 4" — 28" LIGHT BROWN LOAMY FINE SAND 28" — 40" FINE SAND SOME SILT, FIRM WITH DEP TH NO BEDROCK NOTED NO SEASONAL HIGH GROUNDWATER NOTED, TRENCH WAS DAMP WITH DEPTH PT#1 STABILIZED RATE. 4 MIN 25 SEC PER INCH D E I AUG 0 6 2024 TOWN CE D(JEENSIBURY S�IILDING & CODES FILE COPY TOM BUILE Reviei Date: 20 40 (IN FEET) 1 INCH = 20 FT BO z DRAWN BY CD CHECK BY BF EDP PROJECT NUMBER ONE UNDER THE DIRECT SUPERNSION OF A COMPARABLE R ESSIONAL, (LE.) ENGINEER FOR AN ENdNEER, CAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR YOR FOR A SURVEYOR, IS A NOLA770N OF THE NEW K STA 7E EDUCA77ON LAW AND/OR REGUL477ONS AND IS A CLASS A" MISDEMEANOR. REVISION I DATE BY FINAL REVIEW AND REVISIONS 08/05/24 1 BF (SCALE: AS NOTED HEET TITLE: H WASTEWATER PLAN crol F' v = 301 CDETAILED WASTEWATER PLAN_ SCPLE'. 1" = 2 GRAPHIC SCALE 20 15 10 5 0 SOIL DATA: THE FOLLOWING SOIL TEST PITS AND PERCOLATION TESTS WERE PERFORMED BY A REPRESENTATIVE OF ENVIRONMENTAL DESIGN PARTNERSHIP, LLP IN JUL Y 2023: TP#1 0" — 4" TOPSOIL/ROOTS 4" — 28" LIGHT BROWN LOAMY FINE SAND 28" — 40" FINE SAND SOME SILT, FIRM WITH DEP TH NO BEDROCK NOTED NO SEASONAL HIGH GROUNDWATER NOTED, TRENCH WAS DAMP WITH DEPTH PT#1 STABILIZED RATE. 4 MIN 25 SEC PER INCH D E I AUG 0 6 2024 TOWN CE D(JEENSIBURY S�IILDING & CODES FILE COPY TOM BUILE Reviei Date: 20 40 (IN FEET) 1 INCH = 20 FT BO z DRAWN BY CD CHECK BY BF EDP PROJECT NUMBER ONE UNDER THE DIRECT SUPERNSION OF A COMPARABLE R ESSIONAL, (LE.) ENGINEER FOR AN ENdNEER, CAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR YOR FOR A SURVEYOR, IS A NOLA770N OF THE NEW K STA 7E EDUCA77ON LAW AND/OR REGUL477ONS AND IS A CLASS A" MISDEMEANOR. REVISION I DATE BY FINAL REVIEW AND REVISIONS 08/05/24 1 BF (SCALE: AS NOTED HEET TITLE: H WASTEWATER PLAN crol F' v = 301 INLET 4" INLET PIPE MIN. SLOPE J"/FT. Z 24" INSPECTION COVER (TYP.) I' ,H BAFFLE WITH - I 6"X 18" H OPENING OI II LENGTH PLAN VIEW } 6" LIQUID LEVEL P_ 8 18" 1 "_ BAFFLE WITH -6" WALLS 6"X 18" (TYP) OPENING r 6" o OUTLET 3 4" OUTLET PIPE MIN. SLOPE - J-/FT. THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE Y4" PER r FT. 6" OF CLEAN SAND, PEA LENGTH GRAVEL OR WASHED AGGREGATE COMPACTED. NOTES: SECTION VIEW 1. SEPTIC TANK TO BE PRE -CAST CONCRETE, AS MANUFACTURED BY FORT MILLER OR EQUAL. 2. CONTRACTOR TO PROVIDE SANITARY TEES IN SEPTIC TANK. SEE CONSTRUCTION NOTES. 3. HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. CONCRETE: 4000PSI REINFORCEMENT: ASTM A615-GRADE 60 ENRAINED AIR: 5.0%-9.0% MEETS ASTM C890 SIZE GALLONS OUTSIDE LENGTH OUTSIDE I WIDTH OUTSIDE HEIGHT LIQUID I LEVEL I INLET HEIGHT JOUTLET HEIGHT WEIGHTS, LBS I TOP BOTTOM I BAFFLE TOTAL 1,000 8'-2" 4'-3" 6'-3" 5'-0" 5'-10" 5'-7" 1 6120 1 5600 1 1,175 111,720 1 000 GALLON SEPTIC TANK NOT TO SCALE DISTRIBUTION BOX (SEE DETAIL) DISTRIBUTION LATERALS SE PLAN FOR ORIENTATION ANI QUANTIT 18" FR OF TO B OF LENGTH AND MODULE QTY AS PER SYSTEM DESIGN TYPICAL ELJEN TRENCH NOT TO SCALE k." FILTER " SAN 'EE 4" SA PIPE APPLICATION: SINGLE FAMILY HOMES FLOW RATE: 800 GPD INSTALLATION: THE A1800 EFFLUENT FILTER CARTRIDGE WILL FIT ANY 4" SANITARY TEE AND SEWAGE PIPE USED AS A SEPTIC TANK BAFFLE. EXTEND THE SEWAGE PIPE AT LEAST ONE INCH BELOW THE BOTTOM OF THE FILTER CARTRIDGE GASKET SERVICE- GRASP FILTER HANDLE AND PULL UP TO REMOVE FROM SANITARY TEE. LIGHTLY HOSE OFF TAKING CARE TO WASH THE EFFLUENT BACK INTO THE TANK AND NOT ON THE GROUND SERVICE FREOUENCY: CLEAN THE FILTER CARTRIDGE WHEN THE TANK IS NORMALLY INSPECTED AND PUMPED MATERIAL: INJECTION MOLDED PVC LIFETIME WARRENTY: COVERS THE FILTER CARTRIDGE --LABOR FOR REMOVAL AND RE -INSTALLATION IS NOT [INCLUDED TYPICAL EFFLUENT FILTER o TO SCALE PUMP INFORMATION Type: ❑ Sump Pump(s) N Grinder Pump(s) ❑ Non -Clog Pump(s) Model NO: Rating: GPM TDH Motor: HP RPM Elec: PH HZ v Elec: FL AMPS DISCHARGE PIPE ❑ 304 Stainless Steel ❑ Sch40 Galvanized Steel ® Sch80 PVC Pipe ❑ 1 1/4" X 1 1/2" ❑ 2" ❑ 3" Anti -Floatation Flange ❑Fiberglass Encapsulated ASTM A-36 Steel ❑Round Fiberglass ❑ None NPT Electrical Coupling ❑ Enameled Steel ❑Stainless Steel 304 Stainless Steel Float Bracket w/ (3) Cord Grips ❑ Floats Composite Inlet Hub (Different Sizes and Types Available) 3' T✓owr EJECTOR PUMP. NOT TO SCALE Solid Cover ❑ Fiberglass ❑ Steel _Vent iFlange Hinged and Lockable Cover ❑fiberglass ®Aluminum ❑Steel 3/16" Lifting Chain \ ❑ 304 Stainless Steel ❑ Galvanized Steel * Stainless Steel Cable is Available 3/8" 304 Stainless Steel Valve Extension Handle OV Gate Valve ❑ Brass ❑ Sch 80 PVC 12�"NPT Discharge Coupling ❑ Enameled Steel ❑ Stainless Steel INV ELEV/` 1Yz" Union 1X�• Ball Check Valve ❑ Cast Iron ❑ Sch80 PVC • 3" Systems are Provided with Brass Swing Check Valve 1h" Discharge Pipe ❑ 304 Stainless Steel ❑ Sch40 Galvanized Steel ❑ Sch80 PVC Pipe 3/4" or 1" Guiderail 1 1/4" AVAILABLE FOR 3" SYSTEMS 3' ❑ 304 Stainless Steel ❑ Sch40 Galvanized Steel ❑ BERS-0125 - 1 1/4" Lift -Out Coupling ❑ BERS-0150 - 1 1/2" Lift -Out Coupling ❑ BERS-0200 - 2" Lift -Out Coupling ❑ BERS-0320 - 3" Lift -Out Coupling For 2" Pump ❑ BERS-0300 - 3" Lift -Out Coupling SEED AND LOAM TO PROTECT FROM EROSION 4" PERFORATED PIPE FABRIC TILE 6"-12" MIN FABRIC rI EWEN GSF UNIT 7" 6 SPECIFIEp` SAND** (ASTM, C33).':`. 6" 36" 6" 48" **ASTM C33 SPECIFICATIONS, WITH LESS 36" MIN. SEPARATION TO RESTRICTIVE TAHN 10% PASSING A #100 SIEVE AND LAYER, GROUNDWATER OR BEDROCK LESS THAN 5% PASSING A #200 SIEVE ELJEN GSF CROSS SECTION. NOT TO SCALE IMPORTED SAND & FILL EQUAL TO OR LESS THAN PERCOLATION RATE OF NATIVE MATERIAL. PLACE IN 6" MAX. LIFTS WITH MECHANICAL COMPACTION VIA TRACK TYPE MACHINES. FILL SYSTEMS STANDARD NOTES: A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL 1S IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE. B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: 1. THERE MUST BE AT LEAST THREE (3) FEET OF NATURALLY OCCURRING SOIL OVER BEDROCK OR GROUND WA YER 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10) PERCENT. J. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS, AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED. 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TEN (10) PERCENT SILTS OR CLAYS (PASSING NO. 200 SIEVE) AND AT LEAST TWENTY FIVE (25) PERCENT OF THE MATERIAL SHALL BE BETWEEN 0.5 AND 2.0 MM, CONTAINING NO ORGANIC OR FROZEN DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. PERC RATE IN -SITU FILL MATERIAL SHALL BE 6-10 MINUTES PER INCH AND A SIEVE ANALYSIS OF THE FILL SOILS SHALL BE PROVIDED TO DESIGN ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE (3) FEET WITHIN 1000 FEET OF LAKE GEORGE. 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY 1N FILL SYSTEMS 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP -SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. 8. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE RUNOFF, AND SEEDED. 9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER 10. THE CONTRACTOR SHALL IDENTIFY THE SOURCE PIT FOR THE FILL SOILS SO THAT THE ENGINEER CAN PERFORM IN -SITU PERCOLATION TESTS (2 MIN,) TO CONFIRM THE COMPLIANCE OF THE FILL SOIL. ALL TESTING SHALL BE COMPLETED AND THE ENGINEER SHALL ISSUE A LETTER OF COMPLIANCE BEFORE ANY SOIL IS BROUGHT TO THE S1 TE. THE PERCOLA TION RA TE OF THE FILL SOILS SHALL BE IN THE 21 TO 30 MINUTES/INCH RANGE. 11. THE CONCRETE SAND USED IN THE INSTALLATION OF THE ELJEN GSF ABSORPTION FIELDS SHALL BE DRAWN FROM A PIT THAT WILL PROVIDE A LETTER CERTIFYING THAT THE SAND MEETS THE SPECIFICATIONS FOR THE REQUIRED ASTM C33 CONCRETE SAND. FINISHED GRADE 1 z REMOVABLE COVER v a. BAFFLE NOT TO SCALE 6" TOPSOIL 4" PERFORATED PIPE I� 4' MIN. -' \ \ \ \ \ � \ • __.... .t.. ... . , ....... I i .._..... .. INVERT ELEV. NOTES: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 3. THE SLOE OF TEE OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER FOOT. 4. CONTRACTOR TO US SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. 1-1/2" 6"-12" MIN MAX SIDE SLOPE AT 3:1 i € I s I **ASTM C33 SPECIFICATIONS, WITH LESS TAHN 10% PASSING A #100 SIEVE AND 36" MIN. SEPARATION TO RESTRICTIVE LESS THAN 5% PASSING A #200 SIEVE LAYER, GROUNDWATER OR BEDROCK CONSTRUCTION AND SIZING SHALL BE THE SAME AS FOR CONVENTIONAL EWEN TRENCHES, EXCEPT THAT THE TRENCH SHALL BE ONLY 6 TO 12 INCHES DEEP IN ORIGINAL GROUND. \ SHALLOW ABSORPTION ELJEN SYSTEM -EN D VIEW W O M N NO N N� ry 00 N ® co J Z Uj _j U G Z Z LU W 2® W U w Uj Q J n W Z 0- Lf� W O co W � n/ 7 L�L Q \ L Uj D w \ Q LL U�0 o� H LL O QZZ U O >Q ®I-0 O W DRAWN BY CD CHECK BY BF J EDP PROJECT NUMBER E ALTERATION OF THESE DOCUMEN7S IN WAY. UNLESS ONE UNDER THE DIRECT SUPERNSION OF A COMPARABLE ROFESSIONAL, (LE:) ENGINEER FOR AN ENGINEER. NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR RWMR FOR A SUR4EYOR, IS A WOLA77ON OF THE NEW K STATE EDUCA77ON LAW AND/OR REGULA77ONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY FINAL REVIEW AND REVISIONS 08/05/24 BF F NE (SCALE: AS NOTED SHEET TITLE: WASTEWATER DETAILS ET: J C NOT TO SCALE 2 of 2 ENVIRONMENTAL DESIGN�����������U� NN �� mmnnme 1z��mn Park,mr1�m PARTNERSHIP, ��~ ~ (11:3)518 3717621 (11:::�)518 371 9540ed1p111pzom mhaping�hephyoica| en"imnmen� ............... ............... ............... September 11. 2O24 Town cfQueenobury Building & Codes 742 Bay Road Queenobury. NY 12804 Attn: John O'Bhen. Director Re: Bottum Residence—7 Wood Point Lane Dear Mr. O'Bhen: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office, reviewed and approved by the Town as associated with the wastewater system app|ioation, are as follows: Wastewater Replacement for the Bottum Residence 7 Wood Point Lane, Queenobury July 24. 2O24 Sheet1 Wastewater Plan Sheet2- VVaotevvaerOetai|o On August 27, 2024, Environmental Design Partnership, LLP (EDP)was on-site to observe key components of the system installation. The provided as-built was completed by EOP, and all system components were installed in general accordance with the approved plan set. During the course of construction, Morningstar Excavation, the local contractor, adjusted the location of the field and system components, moving them upgradient to preserve mature trees and minimize site disturbance. Aoa result, the as-built plan reflects the system in a slightly different location than originally proposed. It is important to note that the approved plans included a provision that stated, "Contractor to remove the minimum amount of trees and vegetation within the wastewater system and forcemain areas necessary to allow for construction." This adjustment was made in keeping with that note, and the new location meets all required setback standards aowell. Based on my inspection of the system installation it is my opinion that the wastewater system io in compliance with the intent of the approved design plan and is ready for operation. Sincerely, Connor OeMyer. Project Engineer. Attachment AS-BUILT DIMENSIONS " 2 AC 31' A 2]' W AE 41 A B:C 27' 2 B:D 36' B:E 4]' W ti B:F 41' W g z Z U F a g N r a INTERIOR SEWAGE PUMP zo N W m ZU W LLI W d a a LL a r U � o X i Za 0 W m N 3 W i � N c Y o o > _ w �w } SANITARY FORCE MAIN r W z w SHALLOW ABSORPTION EWEN W B O]ti TRENCHES THREE(3)AT 2OLF EACH 0 U az a 1,000 GALLON PRECAST CONCRETE ' (p O W a SEPTIC TANK WITH EFFLUENT _ z ____-___-___-__FILTER AND NO BAFFLE - _ '� a s G/ W -�a REVISION DATE BY IT � - I B SCALE: L . L ' F c 1.=30' L' ---� SHEET TITLE: NOW)" r>o� WASTEWATER ASBUILT SHEET No, r 1 of 1 3 o w� �91," IM Y,re1 LU aZs zW Ed SITE LOCATION MAP �� SITE VICINITY MAP :5 c Lj sca�c zaa += •••••••••••••••••••••••••••, f --••--••--••--••--••--••--••--••--••--••--••-o ff vevmrrresne«em �LU � a Y Li r+n os+i.earzro Arerzo i uvrv^zsexc are ivcr� ?L O W LUiOp o V we „e wea, a 0 \.. ��•a �m o o'o • roMw ' ,ao , • � � " � ' � wcv zoo mau syscu ° � � � B • r ,.. ,-"..... ............. • ro�nw�o� a • d AS NOTED WASTEWATER PLAN .......................r. ----------- ......... [ /1 OVERALL PLAN /1 DETAILED WASTEWATER PLAN YF -,o RE ,-zo a Z Lu Z w W w G a° °° S �.�gab.—._•-.m.m, ,�.,.ww,,..,_,�,ten.,°.,,�,�.�.,�,w.w°,w,w.,."°.=ro„�.,,�.,�. JarW� (CC0W °00 FGALLONSEPTIC TANK ogo m EJECTOR PUMPLu o 1 � ZL TYPICAL ELJEN TRENCH ELJEN GSF CROSS SECTION n#1 DISTRIBUTION BOX r°s°>�E N°,r°s°,,�E B ,a rx°awne°x uw.°a'",`• wrm r.n uw°a rw°u a " - °e w,°re ox.x weu,° AS NOTED t S 4 xoEx ec°owe m Ell­E /1TYPICAL EFFLUENT FILTER WASTEWATER "oi ios�Aat ,wm,xE,xexcx:waeHoxe.e,o,z axe:xar�x owc�wa cxc°xo. """" DETAILS /1 SHALLOW ABSORPTION ELJEN SYSTEM — END VIEW " °"°s°"" 2 of 2