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proposedWN OF QUEENSBURY WILDING DEPARTMENT Feaed bur named examination,Cormplincewithour@lmmentsshaltnotbeconstrueda‘ndicatingfne plans and st senators a Wl,GIN RINGfuonyncewintheBuildingCodesNGINEERI New Yorkpptate, DESIGN REPORT TOWN OF QUEENSBURY BUILDING &CORES-DEPT. FOR A REPLACEMENT SEWAGE DISPOSAL FIELD 297.141-5 SEP-0213-2020 Hayes,Dan &Kimberly 523 Ridge Rd Residential Septic Alteration TM #297.14-1-5 NOTICEtoBuilding Code OfficerorCode Administrator:This engineering design report and the information contained herein is the property of Morning Star Septic Service,and may not be duplicated,disclosed to others,or used for any purpose without the prior consent of Morning Star Septic Service. Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK,Date:5/11/20 South Glens Falls,NY 12803 Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 1 of 9 SOIL AND PERCOLATION TEST DATA: TEST PIT-1: or-TOPSOIL 9-27”SAND,COBBLES 1”TO 2”,FINE 27°—48”OR.BROWN SANDY LOAM,FINE 48"—72"+TAN SAND,FINE NO LEDGE ROCK TO DEPTH NO S.H.G.W.TO DEPTH STABILIZED SOIL PERCOLATION RATE:3 MINUTES 45 SECONDS PER INCH USE:1-5 MINUTES FOR BASIS OF DESIGN CALCULATIONS. APPLICATION RATE =1.20 GALLONS PER DAY PER S.F. SOILS INVESTIGATION AND PERCOLATION TEST PERFORMED BY KEVIN L. HASTINGS,P.E.,ON MAY 6,2020 WITH EXCAVATOR LOU DeRIDDER. USE:CONVENTIONAL “SHALLOW ABSORPTION”TRENCH DISPOSAL FIELD NOTE:TRENCHES SHALL BE INSTALLED AS “SHALLOW ABSORPTION”WITH BOTTOM OF TRENCHES 12”MINIMUM DEPTH BELOW ORIGINAL GRADE TO ALLOW MINOR SITE RE-GRADING FOR SURFACE RUNOFF DRAINAGE. Kevin L.Hastings,PE 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date:5/11/20 ‘South Glens Falls,NY 12803 Scale:As Shown Phone:$18-222-1338/Fax:518-747-2166 Sheet 2 of 9 BASIS OF DESIGN: THE EXISTING SEWAGE DISPOSAL SYSTEM WAS LOCATED AND FOUND TO BE NOT IN GOOD REPAIR.A FIELD INSPECTION OF THE SEPTIC TANK WAS COMPLETED BY MORNING STAR SEPTIC SERVICE,WHICH RESULTED IN A FAILING REPORT.A NEW REPLACEMENT DISPOSAL FIELD IS REQUIRED FOR CODE COMPLIANCE. ESTIMATE MAXIMUM DAILY FLOW:(USE WATER SAVING FIXTURES) EXISTING DWELLING:3 BEDROOM @ 110 GPD =330 GPD SEPTIC TANK CAPACITY:(IF REPLACEMENT IS REQUIRED) 3 BEDROOM,with no garbage grinder 3 BEDROOM,with garbage grinder ,000 GALLONS 250 GALLONS ABSORPTION TRENCH SYSTEM DESIGN: APPLICATION RATE =1.20 GPD/S.F. ELJEN B43 GSF MODULES =6 FT.APPLICATION WIDTH. REQUIRED ABSORPTION TRENCH LENGTH 330 GPD +1.20 GPD/SF +6 FT.=458LF. MANUFACTURER'S MINIMUM STANDARD =5 ELJEN MODULES PER BEDROOM, USE:2 TRENCHES (DISTRIBUTION LATERALS)OR EQUIVALENT CONFIGURATION WITH 16 ELJEN B43 MODULES,TO ACHIEVE 64 L.F,TOTAL Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date:5/11/20 South Glens Falls,NY 12803 Scale:As Shown Phone:$18-222-1338/Fax:518-747-2166 Sheet 3 of 9 DESIGN NOTES &SPECIFICATIONS: 1)THE LOCATION OF THE REPLACEMENT DISPOSAL FIELD HAS BEEN ESTABLISHED BY THIS DESIGN,AND ANY CHANGE IS SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN PROFESSIONAL PRIOR TO WORK.ALL DISPOSAL TRENCH LATERALS SHALL BE OF EQUAL LENGTH.THE BASIS OF DESIGN CALCULATIONS ARE PRESENTED ON PAGE 3 OF THIS REPORT. 2)THE CONTRACTOR MAY REMOVE ANY REMNANT PIECE(S)OF THE EXISTING DISPOSAL FIELD(S)AS FOUND IN THE COURSE OF THE WORK.ALL WAST! MATERIAL SHALL BE REMOVED FROM THE SITE FOR LEGAL DISPOSAL OFF-SITE. 3)ALL SEPARATION DISTANCES TO NEWLY INSTALLED ADJOINING TRENCHES AND SETBACKS TO PROPERTY LINES SHALL BE MAINTAINED PER NYSDOH APPENDIX 75A,AND TOWN CODES. 4)THE CONTRACTOR SHALL COMMUNICATE WITH THE ENGINEER OF RECORD THE INTENTIONS OF HIS LAYOUT,PRIOR TO ANY INSTALLATION,AND DISCUSS ANY SITE LIMITATIONS THAT HAVE POTENTIAL TO INHIBIT HIS WORK. 5)THE CONTRACTOR MAY NOT PLACE BACKFILL MATERIAL (SAND,LOAM, TOPSOIL)ON ANY COMPONENT UNTIL A FINAL INSPECTION HAS BEEN COMPLETED BY THE ENGINEER OF RECORD AND THE TOWN CODE ENFORCEMENT OFFICIAL. 6)AN AS-BUILT DRAWING OF THE SYSTEM AND ENGINEER’S CERTIFICATION LETTER WILL BE REQUIRED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR THE SYSTEM. 7)INSTALLED TRENCHES THAT REQUIRE MORE THAN 18”SOIL BACKFILL COVER SHALL BE FITTED WITH AN ATMOSPHERIC VENT RISER AT THE DISTAL END OF THE TRENCH,OR TRENCH SHALL BE BACKFILLED WITH AGGREGATE #2 CRUSHED STONE TO WITHIN -18”BELOW FINISH GRADE.UP TO 3 TRENCH VENTS MAY BE INTERCONNECTED IN MANIFOLD TO A COMMON 4”PVC RISER, TERMINATING WITH A COVERED VENT,30°ABOVE FINISH GRADE. Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue ‘TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date:5/11/20 South Glens Falls,NY 12803 ‘Scale:As Shown Phone:518-222-1338/Fax:518-747-2166 Sheet 4 of 9 TH RORRIRY par THRSSSSE SL NO We Seelay SAAN o UOTRTTED AIFS pu SauNiap woe SAUNT God Toa AT HO ATS Jo wmuqunepoyeso}24 pps uenduosge 2 pue ej)Jo wanaUNU €pqEso|aq suouodS Woks yyy PopuDuos sy TARTNOPHTSPYsOFONT(cis ony)seo Saynan-voe poe owes om pr Susp owed ure os de na Newun ewa 19}05 Jo wma ©peso]9q Pog wRyOnge omy pur oy SZ Jo UUUNE ©poyeoy 29 HUoUONOD LYS HR pOPUBUABENA “ewonsuny 1:0 w oe spun oy pe Sjepunoi 30 ssepns om of BuRNEH-MF SL.NO PLONE HONENEAD HSB popHDUNEEDDA “wees nso apeunseateunipeyonpspopsoaysasunsponessealgsopeyyNaN99UEsmUNSEATAPE‘Rayos oe oye ote 2M DSR pe oy os i pneane!a es somos YRURUNIOD ay ewe VON ow mem POI “pay og or peony aq oe ou wre EN Fo Pu HSIN oo po ey PERN“fom sou.o9 yefm fer opts 30 ou S8NLsesgdwesSydosspeagp“)ou sot pe Sue wo39}(OL)HIE PESO]99 YS WHISKS UNEAN KHENOYREN dg JO NEA OHO OGL (> “ygepese voy (cate aus “a ese ojgvom juotyppe pomByop ap Jo apo op wy pameeou og ome ye SOURED UoRoS —(P -oogpueyy snp Jo ZZ UoRs9g Ut poquD|se suse YoueN sworyonge woes tos 2}ox 24 30 edo Jo 9)a4)oH pomseous ave Seouesip uowsedDsTeLeWN fy Jo uouBSe ap ayo IAS IO (9 ‘ou jasSFIASAN=}4eodde 29 pur oR!Bury Suse Syn 0 TTT AM HH PoSAIPpE ay PONE SuERTURNIR}D asOAEIEN JO PURPA “RU IER BHI em oq wou SME Fj OO HO] ‘9 es ways oun xn Jo wed soso 2M ¥oF eNEN spe SENS Joe ap ay pu apes poyso|az UDTSGS WOUHEAN SHENEISEN UC"SPR,SAP«o «%oo snsuo yu susp suO IIE WON‘esos npro7«9%0 ay yun sung 2u0g>He UNxot=Woor ‘Wear ‘Chm pars KNEE0‘or 0 00 008 THE)pu1 MATS POR (v4 ‘oF oe o0r ast (OTE we oF o 00 Toor TPIST RH womaonay oe ‘oF ‘oo OL Soe Sauce BORGER oN oo oF 0s 08 Tam HNIC oF AGF HM ‘oF a1 oF 0s 08 TREN Fo WHE HaNOCT WEL SHESSREOF(of ye)weaonon©sz wee ‘out inate)wea 2u9g 2enoH commen wet|ar smd pera 20 axe)Soasoyonctee|18 Bape|(qyanmoniyey SyeT wrens|our wHENS 1 Hom eeecaSINANOMINODWAISASINTIVLVIRLLUALVAVAISVA\WOW SAONV ISIC NOLLVAVAAS CRTAONL 3 BEDROOM RESIDENCE 523 RIDGE ROAD TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK Kevin L. Hastings, P.E Consulting Engineers Date: 5/11/20 Scale: As Shown, Sheet 5 South Glens Falls, NY 12803 3 Jackson Avenue of 9 Phone: 518-222-1338/Fax: 518-747-2166 E0871 AN ‘SIIB SU21 yINOS, OIZ-LPL-BIS ‘XPA/BEEI-CZT-RIS *2U0Nd anuaay wosyper ¢ suaour3uq Sunynsuog, Od ‘sBupsey “7 Way SRIOA MAN ‘ALNMOO NIV ‘AUNGSNAIND JO NOL, vou FOarL EcS AONAAISAN WOOUNGAE ¢ urgee mee NgecTiON ATA PLAN VIEW DISTRIBUTION BOX DETAIL WATER SPECTICATIONS-SOHEDULE faisbare [emt nesome [Ue rome seme wean |e merce [orA/FTrerewee ORTUTO YOO Nonwoven nT FABRE eum Y~.a Po BREE i 0 SECTION VIEW Mtns 92 FET SEPARATON SUL BE MANTARED BETMEEN THE BOTTOU OF THE ABSCRENON TRENCH AND ‘SethBichon Mgwir avers Wh GECAAEAL COMPACTEN10APPROMMATEENSTYOFON-SITE RAINE ABSORPTION TRENCH DETAIL —TYPICAL weGRAVELLESSELJENPRODUCT Kevin L.Hastings,P.E 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue ‘TOWN OF QUEENSBURY,WARREN COUNTY,NEW YORK Date:5/11/20 South Glens Falls,NY 12803 Scale:As Shown Phone:$18-222-1338/Fax:518-747-2166 Sheet 7 of 9 anuDAy WOSyDer € suaauiSug Suyinsuoy Wd ‘sBupsey “| WAT, €0871 AN ‘SIIPa su9ID yInog OOIZ-LbL-BIS XBA/BEEI-C7T-BIS “PUA avd FOATE E75 FONAGISaY WOOUdAE € OA MAN “ALNNOD NAAM SAUNASNAANO JO NMOL “2reC. 6 30 g Reus OUTS, mous sy ‘9]895 Couanmry a Tors work rorsoe w/SEED &WULor (EE OES OUTS) 4 ——tee ——aLnosFprooucr1TO60MIN/NGH PERCOLATION RATE (Gee TvecA Dera son eco|eoata sryanoecoronenecmonvoioeawemcanamareA|RPE! "DG NOT IISTALL TRENCHES IN MET SOL. INSTAL Tecnones PaRaiLel 10 conus Rare SOES Ano BOTTOM OF TRENCHES PROR TO PLAGNG GRAVEL ABSORPTION TRENCH SYSTEM DETAIL GRAVELLESS ELJEN PRODUCT ws Is Ei E . < 3 E tu 3 amorwsnisn—¢ a g Ha : mo Feo og a Jieaes ua x age i Ee e a ite ole e jae i fel 3] Bg be285 |O 8 aie RIE eh SE © ae 2le Bdge ss w & ashedy O}3 3 Q\a ; ee Flo 3 pais ze 5 fae S| 4 8 T nee ale i a ne Se a: 25 rhb] t3 Kevin L. Hastings, P.E 3 BEDROOM RESIDENCE Consulting Engineers 523 RIDGE ROAD 3 Jackson Avenue ‘TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK Date: 5/11/20 South Glens Falls, NY 12803 Scale: As Shown Phone: 518-222-1338/Fax: 518-747-2166 Sheet 9 of 9 KEVIN L.HASTINGS,PE 3 JACKSON AVENUE -SOUTH GLENS FALLS,NEW YORK 12803[ EXISTING SEPTIC TANK TO BE FIELD INSPECTED FOR 1,000 GALLON CAPACITY,AND SHALL BE REPLACED OR SUPPLEMENTED IF INADEQUATE OR OTHERWISE IN POOR CONDITION 20"MIN EXISTING DISPOSAL FIELD TOBEABANDONEDIN’PLACE DRIVEWAY 16 ELJEN B43 GSF MODULES 40°MIN APPROXIMATE LOCATION OF EXISTING YARD FENCING APPROXIMATE LOCATION OF EXISTINGSeWATERSERVICELINETOHOUSE, (DIG-SAFE PAINT MARKINGS)RIDGE ROAD 5 BEDROOM RESIDENCE 523 RIDGE ROAD WARREN COUNTY TAX MAP ID #297.14—1-5 TOWN OF QUEENSBURY COUNTY OF WARREN STATE_OF NEW YORK PLOT PLAN MAY 28,2020