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SEP-0074-2023 SEPTIC DISPOSAL PERMIT office use.only APPLICATION Permit#: S?—CX —253"2- Permit Fee:$ t5S— Invoice#:_ 50 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Septic Variance' No Flood Zone? 4✓0 Wetlands? Reviewed By:. -, Project Location: 11 Duncan Cove — -- - --� pr., fj VI FE Tax Map #: 226.16-1-5 FEB 2 3 2023 RESIDENCE INFORMATION: OF-� Year Built Gallons #of bedrooms: X gallons per =total daily flo��ry I wyLN{ �l)1=� �H�! Y per day bedroom ageb�ildeY� Yes No 1980 or older 150 4 Installed? (choose one) 0 Q 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 5 110 440 Installed? (choose one) ❑ ❑ PARCEL INFORMATION: Topography • Flat Rolling ❑ Steep Slope % Slope Soil Nature ❑ Sand • Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? 36-42" (elev 321.50) Bedrock/Impervious material At what depth? >36-42" Domestic Water Supply ❑ Municipal ❑ Well OLake (if well or lake, water supply from any septic system absorption is >100' ft.) Percolation Test Rate: 28 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1250 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: Alternative System x Bed or other type: Bien GSF ,shallow eljen gsf trenches Holding TankSystem Total required capacity? ; tank size #of tanks Septic Application Revised July 2022 CONTACT-INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Deborah Wells Purcell Mailing Address, C/S/Z: 17 Sunrise Terrace,Clifton Perk,NY 12065 Cell Phone: 518-424-3779_ Land Line: 518-371-4662 Email: mpurcel1@nycap.rr.com • Primary.Owner(s): Name(s): Barbara Wells D'Agostino Mailing Address, C/S/Z: 6604 Old Chesterbrook Rd,McLean,VA22101 Cell Phone: 301-633-1318 Land Line: 703-84771373 Email: -dadbjw@msn.com ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Chris Crandall Contractor Trade: Excavator,Septic Mailing Address, C/S/Z: 63 Woodchuck Hill Rd_ Cell Phone: Land Line: 518-7934)341 Email: chriscrandalldigs@gmail.com **Workers' Comp documentation must be submitted with this application** • Engineer(s):. Name(s): Environmental Design Partnership Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065 Cell Phone: Land Line: 518-371-7621 Email: cdemyer@edpllp.com Contact Person for Compliance in regards to this project: Connor DeMyer Cell Phone: Land Line: 518-371-7621 x 138 Email: cdemyer@edpllp.com ;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: Barbara W. D'Agostino SIGNATURE: ic : al : ' L. *:? [�jC.�� 1: DATE: 02/21/23 Septic Application Revised July 2022 Ir , �.�'�'�''"',so TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist Gfrc Plan 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) p�1' All wells on property and adjacent properties shown �� � �,� r a Water line shown Municipal or well 10'separation to any part of system �eS Setback to property lines show 10'or more for any part of system 63 Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline 40- 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 ?4/-i Leech Field 20'from foundation 100'from any well 10'from water line Lj_Seepage pit 150'from well 50'from septic tank gi. Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50'from watercourse or wetland y'co distance from bottom of trench or system 24"to bedrock or mottling 3 "within 1000'of Lake George :ro. Leech field 100'from watercourse or wetland 74( 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 /J A Department of Health Approval for all mobile home park new systems Flood Plain requirements AD 2'above established flood elevation to bottom of system /65 All tanks anchored or 2' above flood elevation l 1� 0 f �'d �C_ - -- I • t:1N,,! .i,rfi'1AA. e. ..w Mnert-.�rtir- -'.+ .T'vLxvr.t s • r+ ' '— TAjli�, .,.+yy{C�Ij •'-••.• •ru.un +.asiaaur.•rrru» r.•..w '• - RI •,N.:. t./" •�9 + .rrnl•1 "l7w� , - a.,r M.,...�Pam... _ _ „•m, a• • ♦rtaJ'M ' • .. tm V'1 l� 1 7 l mwi1,•.tK nt"`v...n =.. «. .•r.w •' •+Nn.al 2igqi.. `¢q!!. Yt Imo• ¢ ..2..,•,..r.,,.....4a« ,<,P,P,r.P.P.,d,•r,r .....,rm.,.,...�.„..••_•. , a P.,P_�.P6 he •F ,L 4 !,' t f.,.;A ...,.a,ay.., ."'''''.,""'a.,.,",., e M r; � W. D.W Li NI _ 3 41, {(% 4,.,.+'.,,_ t.AwwarsEo^iCE 2. U • SITE LOCATION MAP SITE VICINITY MAP 0.CL W SCALE:I..2.000' SCALE:1-.S00' •2 Q g a K ��_. 1; , ram... 1 11e. ¢N o „ 1 :;t,. \;. Q W ZQ w ixI ` N U 2 tu COO LANDS No,OF USA J.PERRY ~`,��" �1: LANDS N/F OF GSA 1 PERRY �'�� '� U) W DOOR P.ArrP,A„ALL>o '1:' .�.r,�a�.,.Aa,. o „J M W 3 I `L �.r ,y s t _� ...` a'W 8 z z i - - -- �''t: I\._ 'o.+..sP.a ..o- ...�` � `" t'c: ... • • z�soz� ri R� 1. Nez:.37'2'I'w _ 1 ' • 11 N82.'37'2i'YJ �• —� ' ;.I 1 . �+A o .•\..;`�` .P1h, 1 I �' • p.:• �� Illf:rt�ifrrr 11 0 1' _1. .,. • f '!� i' ��. 0?�`% �If>,tw '; { .,. I. '�` [�' C rP+: �: �`,rr>iS s.a�111ti 'c�_.1' —- ♦:' �' .l' 111 ▪ � .fart ♦ u, a� LAKEI o LAKE o GEORGE _. �� I i\ I ® F.. GE OR GE '_.�•-� i NA c ' Milliie i; • „'''. I: i/‘ ..'‘ \ II\..501 . I. -I . \/ ‘..I.I..1•7;17;.•':'II" .1 ` 3 40E1- �, �i r.,.AS NOTED ,_� • ' ] A!lOS;N/F OF SALLY OOP' 0 NA.OF SAL'Y IO � ✓ `I '� �'�� �- \ ]ta WASTEWATER' I •REPLACEMENT i.1 PLAN 'O EXISTING ,CONDITIONS O WASTEWATER PLAN 6CAlC'1••]V SCALE;1••20' GRAPHIC SCALE lots CAD 'C0AP0IC,SCALC A}tt40 We II r,l. '�'•1/1: WASTEWATER SYSTEM — BASIS OF DESIGN REGULATORY AUTHORITY. TOWN OF QUEENSBURY DESIGN STANDARDS: NEW YORK STATE DEPARTMENT OF HEALTH (10NYCRR 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 PROJECT DESCRIPTION: THE PROPOSED PROJECT INCLUDES THE WASTEWATER REPLACEMENT SYSTEM FOR THE WELLS RESIDENCE. THE EXISTING SYSTEM FALLS WITHIN 100' OF LAKE GEORGE AND CONSISTS OF STONE AND PIPE TRENCHES AT AN UNKNOWN LENGTH. THE PROPOSED SYSTEM WILL CONSIST OF AN ENHANCED TREATMENT TECHNOLOGY WITH THE USE OF ELJEN GSF MODULES. THE SYSTEM WILL BE SIZED FOR A FOUR BEDROOM USE. PROJECTED FLOWRATE BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 440 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 THESE COMPONENTS BE PART OF THE HOUSE DESIGN. ABSORPTION FIELD SYSTEM: THE PROPOSED ABSORPTION SYSTEM IS DESIGNED AS FOUR (4) ELJEN GSF TRENCHES AT 32 LF EA. FOR A TOTAL OF 32 ELJEN GSF MODULES. ALL COMPONENTS OF THE EXISTING FIELD SHALL BE REMOVED AND DISPOSED OFF SAFELY OFFSITE. ALL SOILS THAT CONTAIN B/O MAT MATERIAL SHALL ALSO BE REMOVED AND DISPOSED OF OFFSITE PRIOR TO CONSTRUCTION. FILL SOILS TOUHESNAT NATIVE SOIL. Y RED l T) SHALL BE IMPORTED TO CREATE A CONTRACTOR TO PROVIDE ENGINEER WITHUC33 CER77FICATIONITABLE SOIL I TRANSITION PER ELJEN MANUAL SPECIFICATIONS. WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS: THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH NYSDOH APPENDIX 75A AS FOLLOWS DESIGN PERCOLATION RATE = 21-30 MIN/IN TOTAL BEDROOM COUNT = 4 DESIGN FLOW = 110/GAL/DAY/BR 110 X 4 = 440 GAL/DAY APPLICATION RATE = 0.60 GAL/DAY/SF REQUIRED ELJEN GSF MODULES = 31 TOTAL PROPOSED ELJEN GSF MODULES = 32 TOTAL 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 3. ALL NEIGHBORING PROPERTIES TAKE WATER SUPPLY FROM LAKE GEORGE SURVEY NOTE: EXISTING CONDITIONS, BOUNDARY AND TOPOGRAPHY FROM PUBLIC INFORMATION AND DRONE AERIAL FLOWN DECEMBER 16, 2022. EXISTING CONDITIONS, BOUNDARY AND TOPOGRAPHY ARE NOT SURVEY ACCURATE AND SHOULD BE CONFIRMED PRIOR TO CONSTRUC770N ON SITE. SITE LOCATION MAP SCALE: 1 " = 2,000' FLANDS N/F OF LISA J. PERRY - -- \ BOOK 4013 OF DEEDS A- PAGE 50 \ 11 � A EXISTING CONDITIONS. SCALE: 1 " = 20' I ALO NEIGHBORING LEACH FIELD \ I _ \ TREE TO BE REMOVED N N \ 4. 02 TP#2 \ �\ < \ PT#1 PT#2 z \ _\ GRAVE DRIVEWAY _- - \ / \ __------- w z OF SALL Y GIF SOILS ANALYSIS:_ THE FOLLOWING TEST PITS AND WERE OBSERVED BY ENVIRONMENTAL DESIGN PARTNERSHIP ON DECEMBER 22, 2022 TPjl a324.50): O" - 8" TOPSOIL W/ GRASS 8" - 36"BROWN SANDY LOAM PERCHED WASTEWATER OBSERVED ® 36" (f321.50) TPA2 a325.02 O" - loll TOPSOIL W/ GRASS 10" - 42" BROWN SANDY LOAM, DAMP & FIRM W/ DEPTH GROUNDWATER OBSERVED ® 42" (f321.50) PTe STABILIZED AT 28 MIN PER INCH STABILIZED AT 20 MIN PER INCH LAKE GEE0F� GE WASTEWATER PLAN SCALE: 1" = 20' GRAPHIC SCALE FULL SIZE: 22" X 34" 20 15 10 5 0 20 40 (IN FEET) 1 INCH = 20 FT. E c TOWN OF OUEE 32, RY a BUILDING & GOD) L.W.S. rm=l L. W. S. SCALE: 1 " = 500' \ OF , i Or r • sed°� c°fie p>,ar��.\tr 'the 0a�r °� tir e I ti�r9 r° S01 Nei I AN S N/F OF SA LL Y G/FF Af Ll 1 j / 226.16-1-5 SEP-0074-2023 / D'Agostino, Deborah 11 Duncan Cove Residential Septic Alteration GRAPHIC SCALE REDUCED SIZE 11" X 17" 80 40 30 20 10 0 40 80 (IN FEET) 1 INCH = 40 FT 160 9n nA w �' N 2 0 � N N N 0 NW LL w Z w � w w p G w ~ ® z LU L.I. Q r Iry w C0 Lij LIJ U W Q � U Z m w Q 0z� w Q of �w� � j a(3o O °o�- C LU 1. l- 0� U 5 Z 3: QL 000 R—ay.—= BY CVD BY CB OJECT NUMBER 12988 RATION OF THESE DOCUMENTS IN A WAY. UNLESS DER 7HE DIRECT SUPERNSION OF A COMPARABLEGNAL, (LE.) ENGINEER FOR AN ENGINEER,E ARCH17ECT FOR A LANDSCAPE ARCHI7ECT OR FOR A SURVEYOR, IS A WOLA77ON OF 7HE N£W7E EDUCATION LAW AND/OR REGULA77ONS AND ISA CLASS A' MISDEMEANOR.ION DATE BY PLANS TO TOWN 02/21 /23 CVD —Tow � F NEw Al P P��trS D 6,,, CID A.a F�ARo070149 \ ESS+ SCALE: AS NOTED SHEET TITLE: WASTEWATER REPLACEMENT PLAN SHEET: 1 of 2 e4 5' 24" TAPERED HOLE & PLUG (TYPICAL) 1250 GAL. 5'-3" THE SLOPE OF THE INLET PIPE BETWEEN THE RESIDENTIAL UNIT AND THE SEPTIC TANK TO BE X" PER FT. 1250 GAL. 10'-2" IIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. *TANK CONCRETE: 4000PSI SIZE WEIGHTS, LBS REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 TOTAL ENRAINED AIR: 5.0%-9.0% GALLONS TOP SLAB BOTTOM MEETS ASTM C890 1250 2660 8820 11,480 *INCLUDES BAFFLE SEAMLESS SEPTIC TANK (1250 GALLON) NOT TO SCALE z REMOVABLE COVER 4' OF 4" PVC PIPE TO a REDUCE FORCE MAIN VELOCITY PRIOR TO BAFFLE ENTERING D-BOX INVERT ELEV.T r -� FORCE MAIN -� 2" MIN. O - OUP - d d Z COMPACTED CLEAN SAND OR PEA GRAVEL ., REDUCER AS r NEEDED TO MAKE 2" TO 4" CONNECTION Ko'_� DISTRIBUTION BOX NOT TO SCALE RETAINING WALL, MAX 1.5' - 2' HEIGHT, FINAL MATERIAL TO ELJEN MODULE. BE PER OWNER SEE DETAIL FIX FLOAT BRACKET TO TOP OF TANK OR RISER SECTION. k TURN BALL VALVE DRAIN BACK VALVE FOR COLD CLIMATES AND SEASONAL APPLICATIONS FLOW TO DBOX 1.5" PE FORCE MAIN NOTE: -ALL PIPE CONNECTIONS TO USE PRESSURE FITTINGS PRECAST PLASTIC RISER BY -CONTROL PANEL TO BE A TIME DOSE PANEL-SJE POLYLOK OR RHOMBUS IFS SERIES OR EQUAL EQUAL AS NECESSARY -FLOAT SETTINGS TO BE DETERMINED BY THE ENGINEER DURING WASTEWATER SYSTEM STARTUP 12' ± ,� •a PRECAST CONCRETE PUMP CHAMBER (4' I.D.) TIMER OPTIONAL ' OVERRIDE GUIDE RAIL .< , SYSTEM FLEXIBLE BOOT ALARM BY CONERY TYPE CONNECTOR (TYP) FLOAT MANUFACTURING ROBE a TO CONTROL PANEL a AT HOUSE _y TO PUMP TANK e: UNION 4" PVC AT 1% MIN. -�-'� DISCONNECT 4" i •Ca H ft- w 184 1 w • • • NOT TO SCALE NOTES: 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUIVALENT. 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. 3. THE SLOPE OF TEE OUTLET PIPES BETWEEN THE DISTRIBUTION BOX AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER FOOT. 4. CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE FLOW. SET BY WATER LEVEL METHOD. 5. USE REDUCERS AS NEEDED TO MAKE THE 4" TO 1" CONNECTION PRIOR TO ENTERING DISTRIBUTION BOX. 6. FORCE MAN SHOULD SLOPE BACK TOWARDS PUMP AT NO LESS THAN 3% 'SLOPE TO PREVENT FREEZING OF PIPE. 1-1/2" USEABLE FILL WITH PERCOLATION RATE 20 MIN -30 MIN PER INCH 326.30 BALL CHECK VALVE CRUSHED STONE BACKFILL TO SPRINGLINE OF PIPE (TYP.) NOTE: ALL PIPE CONNECTIONS TO USE PRESSURE FITTINGS SEED AND LOAM TO PROTECT FROM EROSION GEOTEXTILE 6"-12" MIN 4" PERFORATED PIPE FABRIC ELJEN GSF UNIT 7" SPECIFI£I' ""SA ND *- (ASTM:1r33) 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 '1 ELJEN GSF CROSS SECTION FINISHED GRADE NOT TO SCALE APPROX. EXISTING GRADE ±325 18" F OF TO OF RA" FILTER EFFLUENT FILTER. NOT TO SCALE NITA SANII DISTRIBUTION BOX (SEE DETAIL) DISTRIBUTION LATERALS SEE PLAN FOR ORIENTATION AN[ QUANTITY 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 FREQUENCY: 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 (ZABEL A 1800 MODEL) 4" DIA. PERFORATED LENGTH AND MODULE QTY AS PER SYSTEM DESIGN TYPICAL ELJEN TRENCH SYSTEM NOT TO SCALE 326.00 DIVERT SURFACE RUNOFF AWAY F -=- FIELD 325.00 FILL SYS TFROM EMS STANDARD NO TES. A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION lOR PERCOLATIONPROR QUALITY NATURAL SOILS INADEQUATE AN�NSTALL FILL SYSTEM MAYMAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. ,.: HE L NOT BE GRANTED UNTIL T 324.50 ... ...,... ... ..:. ,... .. .., .:. .. .. ... ... . ; . .. . , . ....... ,... FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE __ ..._. __, _.. _ . __.... _ _._. 32 4:50 _ ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE. ADM S _._...Li .. -... I, . - ' M SHALL COMPLY WITH DESIGN AND INSTALLATION O F A FILL SYSTEM __ _.. __NERAL SANITARY NOTES., THE FOLLOWING SPECIFICATIONS. 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR 1. THERE MUST BE AT LEAST THREE ET OF NATURALLY OCCURRING __.... __ _ - _ _ _.: - _.._ , _ -_ _ __ TON OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. HALL VERIFY THE LOCATION SOIL OVER BEDROCK OR GROUNDWAYER _.. _. __._.. _..__.. _..._.. ._'.. _----- --...... _ ... _ ........ _ ORAL GROUND SURFACE SLOPE THE MAXIMUM ALLOWABLE EXISTING NATURAL _... -.. _........ _......... .......... t321:50 _ BUILDINGS SHALL BE 10 FEET. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILD 2. M FOR BUILT-UP SYSTEMS SHALL BE TEN 10 PERCENT 50-1 _ __ 3. WHEN PLACING FILL TOP OF EXISTING GRADE ORGANIC DEBRIS, 4 36' MIN. SEPARATION TO 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL RAISED SYSTEMS ( ) AND BUILDINGS SHALL BE 20 FEET. O INCLUDING LEAVES, ROOTS, AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL APPROX. EXISTING GROUNDWATER/ RESTRICTIVE LAYER, SOIL PLOWED OR SCARIFIED. PERCHED EFFLUENT ±321.50 GROUNDWATER OR BEDROCK 4 MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL D FO FILL SHALL BE WELL GRADED LOAMY SAND OR ELJEN GSF FIELD CROSS SECTION A -A' NOT TO SCALE ELJEN MODULE. USEABLE FILL WITH PFRCOI ATION RATE 20 /1 ELJEN GSF FIELD CROSS SECTION 13-13' rl CAAI MAr VCII I FINISHED GRADE 326.50 36" MIN. SEPARATION TO RESTRICTIVE LAYER, GROUNDWATER OR BEDROCK APPROX. EXISTING GRADE f325 APPROX. EXISTING GROUNDWATER/ PERCHED EFFLUENT ±321.50 (RAISED SYSTEMS) SHALL BE 10 FEET. 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. 6, ALL CONSTRUCTION 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. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-112" DIAMETER. 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS- IN THE EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. 12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. 13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. 14. 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. 4. THE SOIL USE R 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 IN 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 SITE. THE PERCOLATION RATE 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. w `� N r O (6 N N 0 Nijj U m W W Lu 2 w p G W u 0�/ z LJC.. p G Q 0 ui / w W Q 0 Lu 0 UJ 12 z >_ Z 00 w Q ozry p J rwLL ui U) Q 0 IL W O H Lu ~ Z Z ONN I^t_ S DRAWN BY CVD CHECK BY CB EDP PROJECT NUMBER 12988 E 40ERA770N OF THESE DOCUMENTS IN A WAY, UNLESS ONE UNDER 7HE DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAL: (I.E.) ENGINEER FOR AN ENGINEER, LRE SCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR EYOR FOR ASURVEYOR, 15 A NOLA'nON OFTHE NEW STATE EDUCATION LAW AND/OR RECULA77ONS AND IS A CLASS A' MISDEMEANOR.VISION E BY MPED PLANS TO TOWN02/21/23 CVD nemnvi PFRmrr �oF NEw SO y Co SP BOA 0 70149 R�FESStONA SCALE: AS NOTED H EET TITLE: WASTEWATER DETAILS H EET: 2of2 NOT TO SCALE ENVIRONMENTAL DESIGN�����������U� NN �� mmnnme 1z��mn Park,mr1�m PARTNERSHIP, ��~ ~ (11:3)518 3717621 (11:::�)518 371 9540ed1p111pzom mhaping�hephyoica| en"imnmen� ............... ............... ............... January 11. 2O24 Town ofQueenobury Building & Codes 742 Bay Road C>ueenobury. NY 12804 Attn: John O'Bhen. Director Re: Wells Residence— 11 Duncan Cove Road 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: Proposed Wastewater Improvements for the Wells Residence 11 Duncan Cove Road, Town ofQueenobury December 2G. 2O22 Sheet1 Wastewater Replacement Plan Sheet2- VVaotevvaerOetai|o During the course of construction Environmental Design Partnership LLP was on the job site to observe key components of the system installation on October 27thof2O23. | have provided an 'ao-bui|t' plan which indicates the system component locations, in accordance with the approved Town plans. 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 u r1i ° w 4' Ids WASTEWATER SYSTEM - BASIS OF DESIGN WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS, SOILS ANALYSIS: M* t d� � W o0 REGULATORY AUTHORITY. TOWN OF QUEENSBURY N tl THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN THE FOLLOWING TEST PITS AND WERE OBSERVED BY ENVIRONMENTAL �. � r , ACCORDANCE WITH NYSDOH APPENDIX 75A AS FOLLOWS DESIGN PARTNERSHIP ON DECEMBER 22, 2022 DESIGN STANDARDS. NEW PORK STATE DEPARTMENT OF HEALTH IONYCRR APPENDIX W i 75—A), WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEM. DESIGN PERCOLATION RATE = 21-30 MIN IN TP 1 f324.50 : Q „ " , ,�� �� �� TOWN OF QUEENSBURY ORDINANCE — CHAPTER 136: SEWERS AND SEWAGE DISPOSAL TOTAL BEDROOM COUNT = 4 � O �— 8 TOPSOIL W GRASS �"" � M1 , Nip �� — PART 1, ON—SITE SEWAGE DISPOSAL SYSTEMS p „- � t ,, DESIGN FLOW = 110�GAL�DAY�BR 8" — 36"BROWN SANDY LOAM . z 110 X 4 = 440 GALIDAY �., PROJECT DESCRIPTION: THE PROPOSED PROJECT INCLUDES THE WASTEWATER APPLICATION TION RATE = 0.60 GALIDAYISF PERCHED WASTEWATER OBSERVED ® 36" (f321.50) j �-�. " REPLACEMENT SYSTEM FOR THE WELLS RESIDENCE. THE EXISTING SYSTEM FALLS WITHIN 100' OF LAKE GEORGE AND CONSISTS OF STONE AND PIPE TRENCHES AT AN REQUIRED ELJEN GSF MODULES = 31 TOTAL ttr Z cn A: " PROPOSED ELJEN GSF MODULES = 32 TOTAL i UNKNOWN LENGTH. THE PROPOSED SYSTEM WILL CONSIST OF AN ENHANCED TP 2 (f325.0) Lu LL.., "V Id d r ��y�+'p"qg�`' TREATMENT TECHNOLOGY WITH THE USE OF ELJEN GSF MODULES. THE SYSTEM WILL BE T , D" — 10" TOPSOIL W/ GRASS % �"" " ?1 ��h�-� " w I�� li �� " ������ SIZED FOR A FOUR BEDROOM USE. '' 10" — 42" BROWN SANDY LOAM, DAMP & FIRM W� DEPTH ` L.W. Z L.W.S. Z ,; 1. WATER SUPPLY FOR THIS PROPERTY IS FROM LAKE GEORGE v N PROJECTED FLOWRATE. BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH E Q' �co 2. NO NEIGHBORING WATER WELLS ARE WITHIN 100 FT OF PROPOSED GROUNDWATER OBSERVED ® 42 f321.50 k I ,a STANDARDS FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER WASTEWATER SYSTEM ( ) I ...I� hplr j v 1 � J n Y P IYM P� ;' BEDROOM, THE AVERAGE DAILY FLOW ADF IS 440 GALLONS. SHOULD HOUSEHOLD 3. ALL NEIGHBORING PROPERTIES TAKE WATER SUPPLY FROM LAKE GEORGE .- l � FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991 THEN THE PT#1 I L.W.S. �"" tL* , A "': �' ��! °?' ° . fir?l r %r, j FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE SURVEY NOTE: STABILIZED AT 28 MIN PER INCH C USE OF A GARBAGE GRINDER (NOR IS ONE RECOMMENDED) OR A HOT TUBISPA. n wi rn , ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE vl� � Ay� ef� EXISTING CONDITIONS, BOUNDARY AND TOPOGRAPHY FROM PUBLIC PTZ L.W.S. ti, i I �r Jr COMPONENTS BE PART OF THE HOUSE DESIGN. INFORMATION AND DRONE AERIAL FLOWN DECEMBER 16, 2022. EXISTING STABILIZED AT 20 MIN PER INCH CONDITIONSAND SHOULD BE CONFIRMED PRIOR TOCONSTRUCCTITION ON ITE.T SURVEY CCURATE TOPOGRAPHY BOUNDARY AND C� O 0 N ABSORPTION FIELD SYSTEM: THE PROPOSED ABSORPTION SYSTEM IS DESIGNED AS G L.W.S. W N FOUR ( e pu °I AM3eI"01171 w 41Wr� Y d o Il y �p1 ( I 4) ELJEN GSF TRENCHES AT 32 LF EA. FOR A TOTAL OF 32 ELJEN GSF m si1�t,. of rr r , Pwif Q� a, MODULES. ALL COMPONENTS OF THE EXISTING FIELD SHALL BE REMOVED AND S/7E I L W S. N w dl DISPOSED OFF SAFELY OFFSITE. ALL SOILS THAT CONTAIN BIO MAT MATERIAL SHALL p Cfl ALSO BE REMOVED AND DISPOSED OF OFFSITE PRIOR TO CONSTRUCTION. FILL SOILS D :'fir; � '�, + a l / r;^'✓s ° "'J~ �� �./�tr,G° ., (QUEENSBURY RED DIRT) SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION TO THE NATIVE SOIL. CONTRACTOR TO PROVIDE ENGINEER WITH C33 CERTIFICATION A NE N PER ELJEN MANUAL SPECIFICATIONS. /� L N ', � �^' @ i � N � ��� �V"ion y� �.. . . rY� � '�., � � W uj LAKE GEORGE m Q w HARRIS BA Y A Z Lu 2 w Lij �/ X 0 /�i� u � > L.L SITE LOCATION MAP SITE VICINITY MAP W SCALE: 1 " = 2,000' SCALE: 1 " = 500' G Q _ Q a > a O Lu U a ! (n UZ) Z Q (n L 70� LANDS N/F OF LISA J. PERRY - - - - - - - \ \ LANDS N/F OF LISA J. PERRY \ \, � w a BOOK 4013 OF DEEDS AT PAGE 50 \ BOCK 4013 OF DEEDS AT PAGE 50 \ Q J w \ — \ ALO NEIGHBORING LEACH FIELD O Q LL \ TREE TO BE REMOVED - DISTRIBUTION BOX, \ ^^ Lu LLB O } REFER TO DETAIL \ \ L.L Z \ 'ELJEN GSF TRENCHES, USE a i \ 10C SHORELINE SETBACK i \ _ 8 MODULES PER LATERAL, O U _ \ — - 32 MODULES TOTAL, REFER LL TO DETAILS O O O DRAWN BY CVD CHECK BY CB N N N \ \ N N N \ \ EDP PROJECT NUMBER 12988 M \ \ ^/ E ALTERATION OF THESE DOCUMENTS IN ANY WAY, UNLESS 02 -- \1 , , OL \ �O' MI E UNDER THE DIRECT SINEER F OF NA COMPARABLE \ \ \ \ CAPE 4 ITEC ER A L FOR AN IT CT OR, ANOSCAR ARCHITECT FOR A LANDSCAPE ARCHITECT OR , 1 � � 1 RYEYOR FOR A SURVEYOR, IS A VIOLATION OF THE NEW N '33 2 W -- \ \ N -33'2 ))W 3?4 325 o MIN. K STATE EDUCACLASSLA W*A*ANDIbR MISDEMEANOR.LATIONS AND IS -- �� \ -- — 326 �p \`\ REVISION DATE BY 322 1 322 1 02/21/23 CVD FOR STAMPEDDIS PLANS AL PERMIT TOWN 1�3277 � � � AI �327 STONE RETAINING WALL, vch _ -- - TP#2 \, BY OTHERS, 1.5 TO 2 F- - - - 0 i 0 FT MAX HEIGHT t, \ \ Q \ Q � PT#1 i PT#2 ` ' \ T# P \ 0 \ ------ 20' MIN \I \ _— ------i � rP#I \ � ,\ —_—_ —i 4° PVC SDR 26/35 EFFLUENT SEWER \ \ A"/FT MIN. SLOPE DOCK I � __ _ - � 325\`\\ I DOCK I 4 BEDROOM _ \ 4 BEDROOM / \ DWELLING \, I DWELLING r—I 326 \, /// 10' \ MIN. J J J J J J J D^ _ , 1 J \ Q GRAVE DRIVEWAY _ —_-- �\ N RA L. D VEWAY _-_- N ------ N __ -_-- J 4' I.D. PUMP STATION L A K E ALO EXISTING LEACH FIELD L A K E G E O I G E PIP—PAP (TYPICAL) G E O I G E RIP—RAP (TYPICAL) N N 4' PVC SDR 26 35 1,250 GALLON PRECAST ALO EXISTING TANK BUILDING SEWER I CONCRETE SEPTIC TANK y ICES D. OA J"/FT MIN. SLOPE � 1\ (CODQ.A- \ A coLO 1 ; 1 14 it t 77 \ ? \ c� } w M o cl 158.95' v, !4, -- 1-8-95, `, �� c� F i » 3 I 32 vI 070149 w w NP� LL'4` '14'44 OPESSIOS84'14 S8 \ \ Ln r' N \ \ SCALE: AS NOTED LD ` a I . \ a AN S N/F OF SALLY GIFFO AN S N/F OF SAL Y GIFFO L, 0 SHEET TITLE: W WASTEWATER 0 REPLACEMENT PLAN EXISTING CONDITIONS WASTEWATER PLAN 0 SCALE: 1" = 20' SCALE: 1" = 20' SHEET: GRAPHIC SCALE FULL SIZE: 22" X 34" GRAPHIC SCALE REDUCED SIZE: 11" X 17" z W 1 of 2 W 20 15 10 5 0 20 40 80 40 30 20 10 0 40 80 160 z Lu (IN FEET) (IN FEET) 1 INCH = 20 FT. 1 INCH = 40 FT. 24" TAPERED HOLE & X16" FILTER _ PLUG (TYPICAL) SLOTS � I a= APPLICATION: SINGLE FAMILY HOMES N q. NOTE:� -ALL PIPE CONNECTIONS TO USE PRESSURE FITTINGS PRECAST PLASTIC aIIIII FLOW RATE: 800 GPD © N RISER BY -CONTROL PANEL TO BE A TIME DOSE PANEL-SJE 4 EQUAL OR RHOMBUS IFS SERIES OR EQUAL IIIII INSTALLATION: THE A1800 EFFLUENT FILTER CARTRIDGE G. z NECESSARY As II=I WILL FIT ANY 4" SANITARY TEE AND FIX FLOAT BRACKET NECEssARY -FLOAT SETTINGS TO BE DETERMINED BY THE / I- s- 1250 GAL. To TOP of TANK OR ENGINEER DURING WASTEWATER SYSTEM STARTUP 9 I I SEWAGE PIPE USED AS A SEPTIC TANK "Z (/ RISER SECTION. LEAST ONE INCH BELOW THE BOTTOM OF / 5'-3' BAFFLE. EXTEND THE SEWAGE PIPE AT / = Lu .. �z' ± -dim-, "Z THE FILTER CARTRIDGE GASKET. 3„ THE SLOPE OF THE INLET PRECAST CONCRETE PIPE BETWEEN THE PUMP CHAMBER (4' I.D.) a III SERVICE: GRASP FILTER HANDLE AND PULL UP �+ RESIDENTIAL UNIT AND THE TIMER ` """ � OPTIONAL II=I TO REMOVE FROM SANITARY TEE. LIGHTLY i ... , 11" w GUIDE RAIL ° III �j f>**,_; SEPTIC TANK TO BE X" PER m OVERRIDE SYSTEM •: 4" SANITARY II=I HOSE OFF TAKING CARE TO WASH THE -' ao FLEXIBLE BOOT 4. FT. w V)i ALARM BY coNERY TYPE CONNECTOR (TYP) TEE III EFFLUENT BACK INTO THE TANK AND NOT �LLI/ "� "m om 5'-s" oo FLOAT MANUFACTURING a 18" FROM TOP _ ON THE GROUND ACNE TO CONTROL PANEL OF SEAL IIIIII 4'-8" AT HOUSE TO BOTTOM I I-ISERNACE 5-2" 1250 GAL. Q a'• UNION TO PUMP TANK OF UNIT a III FREQUENCY: CLEAN THE FILTER CARTRIDGE WHEN THE W �' N DISCONNECT 4" PVC AT 1% MIN. �- _ \ 10'-2" °IIIIIII TANK IS NORMALLY INSPECTED AND PUMPED = N 4'-6" Ya TURN BALL VALVE DRAIN BACK VALVE FOR COLD CLIMATES , III MATERIAL: INJECTION MOLDED PVC CO 4'-0" AND SEASONAL APPLICATIONS 4" SANITARY °� IIIIIII N N _ III-1 LIFETIME - N LIQUID - „ TY• - LEVEL FLOW t 16" III A O - W RREN . COVERS THE FILTER CARTRIDGE LABOR BALL CHECK VALVE YB FILTER -I�I � W TO DBOX FOR REMOVAL AND RE INSTALLATION IS NOT - - 0 SLOTS III-I m 2"" PVC = (INCLUDED HIGH DENSITY POLYETHYLENE 1.5" PE FORCE MAIN SCH-40 PIPE SEALS PROVIDED AT ALL PIPE W TIMER -III � CONNECTIONS SHOWN. Q ENABLER FILTER - I I I_I U FLOAT GASKET z W CRUSHED STONE BACKFILL TO °. I-III . ,' :a •'. SPRINGLIKE OF PIPE (TYP.) .'d III=I W Lu *TANK (IIIIIII Q SUBMERSIBLE EFFLUENT PUMP; 6" 4MIN'CRUSHED STONE - CONCRETE: 400OPSISIZE WEIGHTS LBS H Y -III . MODEL 3885 WE03 B GOULDS LEVELING FOUNDATION I 1 I REINFORCEMENT: ASTM A615-GRADE 60 PUMP OR APPROVED EQUAL NOTE: III=I w ASTM A185-GRADE 65 CONNECTIONS T * ALL PPE coNNEc oNs o USE ENRAINED AIR: 5.0%-9.0% GALLONS TOP SLAB BOTTOM TOTAL PRESSURE FITTINGS I=III MEETS ASTM C890 1250 2660 8820 11,480 UNDISTURBED,SUBGRADE- 3.2' III-I �I 1� � � 11 III III III- INSIDE DIA *INCLUDES BAFFLE III III III III -III 3.625 Lu a I=III O OUTSIDE DIA SEAMLESS SEPTIC TANK (1250 GALLON) SIMPLEX PUMP TAN K Q NOT TO SCALE NOT TO SCALE EFFLUENT FILTER (ZABEL A 1800 MODEL) a O NOT TO SCALE W cl) > NOTES: Q Q SEED AND LOAM TO > Lu z U 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR PROTECT FROM EROSION EQUIVALENT. 4" DIA. PERFORATED zQ iv 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQUAL. PVC REMOVABLE COVER � ASTM C33 SAND 0 z 4' OF 4" PVC 3. THE SLOPE OF TEE OUTLET PIPES BETWEEN THE DISTRIBUTION 48" z co Iii PIPE TO a BOX AND THE DISTRIBUTOR LATERALS SHOULD BE 1/8" PER REDUCE FORCE FOOT. 4" PERFORATED PIPE FABRIC TILE Q z MAIN VELOCITY 6"-12" MIN FABRIC PRIOR TO BAFFLE 4. CONTRACTOR TO USE SPEED LEVELERS AS SUPPLIED BY FORT _ W Q ENTERING MILLER TO EQUALIZE FLOW. SET BY WATER LEVEL METHOD. ELJEN GSF UNIT DISTRIBUTION BOX 00 Q W D-BOX INVERT ELEV. (SEE DETAIL) FORCE MAIN 5. USE REDUCERS AS NEEDED TO MAKE THE 4" TO 1 r^ Q LL CONNECTION PRIOR TO ENTERING DISTRIBUTION BOX. vJ J Q O 7" -I ----� -I O 2" MIN. 4' MIN. -III-I I (NATIVE(SOIL( LuI-III-III W } 6. LL FORCE MAIN SHOULD SLOPE BACK TOWARDS PUMP AT NO LESS OO OUTLET THAN 3% SLOPE TO PREVENT FREEZING OF PIPE. _ - - _ F_ 6" O Q ..:....... . _ _ 4 DISTRIBUTION LATERALS SEE..... PLAN FOR ORIENTATION AND ^ O O O a a QUANTITY 6'$ 6, 36" 6, Z 48" DRAWN BY CVD COMPACTED CLEAN SAND OR PEA GRAVEL . " REDUCER AS CV CHECK BY ce NEEDED TO **ASTM C33 SPECIFICATIONS, WITH LESS 36" MIN. SEPARATION TO RESTRICTIVE LENGTH AND MODULE QTY AS PER SYSTEM DESIGN EDP PROJECT NUMBER 1298E MAKE 2' TO 4' TAHN 10% PASSING A #100 SIEVE AND CONNECTION LAYER, GROUNDWATER OR BEDROCK EELUNDER THE DIRECTDOCUMENTS T SUPER / ANY WCOMPARABLE WOFELESS THAN 5% PASSING A #200 SIEVE SSIONA4 (LE.) ENGINEER FOR AN ENGINEER, ANDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR WYOR I DISTRIBUTION BOX ELJEN GSF CROSS SECTION TYPICAL ELJEN TRENCH SYSTEM RVISI *A*FORASURVEYOR, AVIOLATION THE NEW K STATE EDUCATION LAW AND/OR REGULATIONS AND IS A CLASS " M MSDEMEANOR. REVISION DATE BY STAMPED PLANS NOT TO SCALE NOT TO SCALE NOT TO SCALE FOR DISPOSAL P Mr" 02/21/23 CVD RETAINING WALL, MAX 1.5' - USEABLE FILL WITH 2' HEIGHT, FINAL MATERIAL TO ELJEN MODULE. PERCOLATION RATE 20 FINISHED GRADE BE PER OWNER SEE DETAIL MIN -30 MIN PER INCH APPROX. EXISTING GRADE ±325 326.30 326.00 DIVERT SURFACE RUNOFF AWAY FROM FIELD FILL SYSTEMS STANDARD NOTES. 325.00 A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. �f__ =77 OR SOIL PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION A FILL SYSTEM "... 324.50 .. . . . .._ . . . . .. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL T 3� I 4.50 FILL IS 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 GENERAL SAN/TAR Y NOTES, THE FOLLOWING SPECIFICATIONS. 1. THERE MUST BE AT LEAST THREE 3 FEET OF NATURALLY OCCURRING 1. MAINTAIN 100 SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR ( ) SOIL OVER BEDROCK OR GROUNDWAYER SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. ., FN E t 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE O (N 32 O � 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 1D FEET. FOR BUILT-UP SYSTEMS SHALL BE TEN 1D PERCENT. y ll1 JJ1 11� 1� 111 111 JJ1 111 J11 111 J11 JJ1 111 J11 111 111 111 J11 111 J11 111 J11 111 111 111 111 J11 111 J11 111 111 111 JJ1 J11 J11 J11 111 �1 ( ) X J. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, Al P P��ES 0, e9 O� \ a 36 MIN. SEPARATION TO 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) INCLUDING LEAVES, ROOTS, AND OTHER PLANT FORMS, SHALL BE �� M 77 APPROX. EXISTING GROUNDWATER 4' AND BUILDINGS SHALL BE 20 FEET. / RESTRICTIVE LAYER, REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL LO PERCHED EFFLUENT ±321.50 SOIL PLOWED OR SCARIFIED. I GROUNDWATER OR BEDROCK "` �' 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR r "* W o ELJEN GSF FIELD CROSS SECTION A-A - _ (RAISED SYSTEMS) SHALL BE 10 FEET. WELL GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A I o MAXIMUM OF TEN (10) PERCENT SILTS OR CLAYS (PASSING NO. 200 � � % - 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. SIEVE) AND AT LEAST TWENTY FIVE (25) PERCENT OF THE MATERIAL F� 07p149 �� N NOT TO SCALE 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. SHALL BE BETWEEN 0.5 AND 2.0 MM, CONTAINING NO ORGANIC OR AROF NPR FROZEN DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES ESSIO ° ~ 3 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE N NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY - A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD COMPACTED. PERC RATE IN-SITU FILL MATERIAL SHALL BE 6-10 SCALE: CONSTRUCTION. MINUTES PER INCH AND A SIEVE ANALYSIS OF THE FILL SOILS SHALL USEABLE FILL WITH BE PROVIDED TO DESIGN ENGINEER FOR APPROVAL PRIOR TO AS NOTED ELJEN MODULE. PERCOLATION RATE 20 B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. CONSTRUCTION. SEE DETAIL MIN -30 MIN PER INCH CLEAN BACKFILL FINISHED GRADE C) PRIOR TO BACKFILLING BED AREA. 5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE a 326.80 D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. (3) FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL LD 326.50 326.50 GROUNDWATER. THIS SEPARATION MUST BE THREE (3) FEET WITHIN 1000 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN FEET OF LAKE GEORGE. o TOP SOIL TOP SOIL TOP SOIL TOP SOIL 1-112" DIAMETER. 3 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS a 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED o 1 MI TO SCARIFY ANY SMEARED SOIL SURFACES. 7 - co N A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO 10. CONSTRUCT/ON EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT DIVER SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. Lu SHEET TITLE: OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT 8. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED : 3'24.50' 3'24.50' 324.50' 324.50' OR SLOPED TO ALLOW NATURAL SURFACE RUNOFF AND SEEDED. UNDESIRABLE COMPACTION OF THE SO/LS. I 9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER WASTEWATER 0 f III III III III III III III III III III III 1! 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE THAN ONE (1) VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED � EVENT THAT GARBAGE GRINDERS ARE TO BE INSTALLED THE CONTRACTOR SHALL BY A STONEWALL AS ORDERED BY ENGINEER 0 III III III III -III III � III ......: III III III III ...III III III ......... III III III III DETAILS >0NOT/FY ENGINEER PR/OR TO SEPT/ INSTALLATION FOR NECESSARY MODIFICATIONS. 10. THE CONTRACTOR SHALL IDENTIFY THE SOURCE PIT FOR THE FILL � SOILS SO THAT THE ENGINEER CAN PERFORM IN-SITU PERCOLATION TESTS � 12. FOOTING DRAINS SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE T INTO THE PT/ SYSTEM. (2 MIN,) TO CONFIRM THE COMPLIANCE OF THE FILL SOIL. ALL TESTING EI321 �-- III III III III III III III III III III III III III III III III III III -III III III III III III III III III III CONNECTED N O ESE C SHALL BE COMPLETED AND THE ENGINEER SHALL ISSUE A LETTER OF L III _ 13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY COMPLIANCE BEFORE ANY SOIL IS BROUGHT TO THE SITE. THE SHEET: j L w APPROX. EXISTING GRADE ±325 REQUIREMENTS DURING CONSTRUCTION. PERCOLATION RATE OF THE FILL SOILS SHALL BE IN THE 21 TO 3O 4' MIN 4' 36" MIN. SEPARATION TO MINUTES/INCH RANGE. W ELJEN GSF FIELD CROSS SECTION B - B ' RESTRICTIVE LAYER, PERCHED EXISTING GROUNDWATER/ 14. AS PER NEW PORK STATE INDUSTRIAL CODE TI CALL 1-800-9THAN T2 TO LOCATE 11. THE CONCRETE SAND USED IN THE INSTALLATION OF THE EL✓EN GSF GROUNDWATER OR BEDROCK PERCHED EFFLUENT t321.50 BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE ABSORPTION FIELDS SHALL BE DRAWN FROM A PIT THAT WILL PROVIDE A 2 of 2 THAN TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, LETTER CERTIFYING THAT THE SAND MEETS THE SPECIFICATIONS FOR THELu NOT TO SCALE ETC. REQUIRED ASTM C33 CONCRETE SAND. Z ° o �* eL co a- c LV G } J a W Z N ,o ,- LLl .,tu, .. Z, ..... Z ..... v c .. � o 0 � N N O N a M N \ Q 7) Lu 33 N o ,2 99w \ — VV -- 322— — — — — — \F .� \ U J Lu oz _ Ol 142 LL \ % \ Q LU 0 \ P #1 P 2 ` � \ J w D I I 1,250 �\ Gco cn I I SEPTIC TANK DOCK I '� 3�5�` I 4 BEDROOM m I I DWELLING � \ °a � � ui Z - -_�----- 1,000 GALLON jZH -- PUMP TANK J 'RA DRIVEWAY ----- - LIJ _ W J C) � 0N I ---_ _ ----- Z z C1 V a BLIILDING `� W U O Z o SEWER OUTLET - Z W aQ O RIP-RAP (TYPICAL) G E 1 N _ F G E i I. REVISION DATE BY IL AS-BUILT DIMENSIONS �r A:C 31.3 A:D 35.3' SURVEY NOTE: 95' v ;f 158. A:F 66.5' EXISTING CONDITIONS, BOUNDARY AND TOPOGRAPHY FROM PUBLIC :S-1:' „w I \ SCALE:INFTION AND a kH 67.2' CONODIT ONS, BOUNDAROY IAL AND NE RTOPOGRAPH D ARE N O FLOWN ECEMER /SURVEY ACCURATE 584-14'44 YY 325 \ 1 °=20' B:C 39.1' AND SHOULD BE CONFIRMED PRIOR TO CONSTRUCTION ON SITE. \ I 0 B:D 48.8' SHEET TITLE: B:E 74.3' GRAPHIC SCALE B:H 66.8' WW ASBUILT w U) w J 20 15 10 5 0 20 40 80 SHEET N 0. LL (IN FEET) 1 of 1 U 1 INCH = 20 FT. U