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BOTH-000402-2016 C y Q 0 N ' NLLI Q C) U dd � c a o m 00 L-d� v 7 kn: N H 0 'G o a C) a-4 00 wrq d © cn 3 0 G � COO a oEl o N p M v v L e3 pC p R+ 44 Q :a p 4.4Vol O cl U ' cn o 4 o � O S-4 aj y RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue AJC. Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Bernard Septic 13 Linden Ave —Septic As-Built 30 June 2016 John O'Brien —Town of Queensbury Building Department F l LE CCS PY 742 Bay Road Queensbury NY 12804 Re: Replacement of existing Septic System At the above referenced project location this office observed the installation of the new septic tank and sewage disposal field prior to back fill. The attached as-built plans represent the modifications made by the installer in the field due to site conditions. These modifications have been noted and are acceptable to this office. If there are any questions please contact our office to discuss. Regards, Ethan Peter Hall ' I L Architect JUL 1 �) 21)16 ARHA-MacaNvan Bell Septic(1BS)Temard Septic\Lctter 30 June 2016.doc 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - BuiIding & Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000402-2016 Tax Map No: 302.14-3-66 Permission is hereby granted to: IBS Septic For property located at: 13 LINDEN AVE 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 Type of Construction Owner Name: JOSEPH BERNARD Septic Disposal $0.00 Owner Address; 13 Linden AVE Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name 1 Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $ 40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday,June 24, 2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town ofBens W dne ne 29, 2016 SIGNED BY: ////// for the Town of Queensbury. Director of Building&Code Enforcement Revised 4114/2010 OFFICE USE ONLY O 2,_ 2X ( TAX MAP NO. PERMIT NO. PERMIT FEE / APPROVALS: ZONING TOWN CLERK 66 APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF P,,VALID PERMIT. ;: lt,,l ?7 2ll16 OWNER: r rU r ✓ INSTALLER: C ADDRESS: i ADDRESS: }e PHONE NOS. r. ^� PHONE NOS. LOCATION OF INSTALLATION: 7 1 r e RESIDENCE INFORMATION: NO.OF COMPUTATION TOTAL DAILY FLOW YEAR BUILT BEDROOMS X Gallons per bedroom GARBAGE GRINDER 1980 or older X 150 - INSTALLED? 1981-1991 X 130 SPA OR HOT TUB 1992-present X 110 - INSTALLED? PARCEL INFORMATION: I1f { ✓ TOPOGRAPHY: FLAT ROLL i C STEEP SLOPE l S l' %SLOPE ✓ SOIL NATURE: SAND LOAlAk- LAY - OTHER ✓ GROUNDWATER: AT WHAT DEPTH? f ✓ BEDROC#VIMPERVIOUS MATERIAL: AT WHA DEPTH? I ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well:water supply from any septic system absorption is: ft ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mp] (Test to be com feted 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: O� GALLON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa orwhidpool tub. S—YST—EMM4P-E: 1 � 1 � F,1 ZSORPTION FIELD(WITH NO.2 STONE) Total length I l) ft. Each trench_�X a SEEPAGE PIT(S)(WITH NO.3 STONE) How many? ll Size? ❑ALTERNATIVE SYSTEM Bed or other type? l ❑HOLDING TANK SYSTEM Total required capacity? Tank size? 4 Number of tanks? 1 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 fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulatio s with respect to this application and agree to abide by thes f requirements of the Town of Queensbury QUESTIONS? CALL 7618256 OR EMAIL Sanitary Sew i al Ordinance. codes@ciueensbury.net / VISIT OUR WEBSITE FOR MORE INFORMATION Signat e (son Responsible Date wwwueensbu .net Tow f Queensbury* Community Development Office* 742 Bay Road, Queensbury NY 12804 - to '€ ti i �1I' -7 .5. .�, _ _ - - _ - .. , I,+r p k' . - r- .. ,I , . d >�, _ ,v _ a i.y ,. d�� ,:,`. a4 J.uJ, u4eo llsJ ffi - 5 - �P', _ - +l'uuitlu0lL it I, aLLua:lY,riil 03u oLN•.14'dn6YNJ'YL.'�61VuV4111.:w11. YY _ . 4� _ - . < h _x - - - ` - .f 1, - _ _ , - u", - - - i; - - _ _ x'i ' ``a` , d . . . � � - , ,. < - _ ., . - .'-. , _ .. - RA GENE L N OTE GRADI N G N OTES 9 R, i — : FROM ,, ATED AND .DURING INFORMAT ECU�ILIIU ALL AGt,ESS NG OR GRUBBING OF THE SITE IS INITI •, • ION :'SHOWN ON THS DRAWING IS TAKEN . R BEFORE ANY CLEARI x_ A SURVEY:DRAWING PREPARED BY BOLSTER `& ASSOCIATES .�: & CLENIOUT UPFNINGS - - ,.,�.. EAF,THWORK PHASES, SEDIMENT TRAPS. SHALL ,BE CONS - MPROXIl,lA1E TRUCTED IN ALL,STORM ':. ,.,,_... - ?'. :,k - G U ,'. ;c: FlNISH GRADE EIE RAI�EU TU EIEL W - - b y4 __ - FINISH GRADE. - � ,�, - - �:-,. E CON TRACTOR FOR . L E G E N D . ., AFTER EVERY STORM EACH SEDIMENT TRAP. SHALL BE INSPECTED BY TN ,.:.. - . I - - , . .. TELY CORRECTED. - -- . . � • -- - -' - - ERN:L . ' . PROP. M13• � R CLOGGING SHALL- BE,IMME DIA INE FAII_URES OR CLOGGING. ANY FAILURE 0 - - fI ' ,' . ,' . - �.,..: p D .MULCHED AS SOON AS IS REAS. N " -.' -�.;',' " r,;. . . ALL BARE-EARTH AREAS SHALL .BE SEEDED AN `;.. ______ _ _ ... - . CU CRE 0 STO E ABLY P OSSIBLE TO PREVENT ER05ION, 'AND`:.EVERY'BARE-EARTH AREA SHALL BE - 10 0 PROPERTY. LINE SETBACKS N TE R N - ( I `� - I I I i - MARKER ABOVE ALL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER -:—E E .—E —E UNDERGROUND 'ELECTRIC SERVICE = No.I DESCRIPTION I :DATE , .; : ,. I " E MAY BE USED FOR TEMPORARY SURFACE :.. ,, I I BURIED COVERS CROPS, SUCH AS RYE GRASS AND :MILL T 3 - REVISIONS :M,.. A - I _ f ', —SS SS $S —'SS _ - I,d dmu4J11 Il4u ao�,l.d .. U D E D RECOMMENDED. SANITARY:SEWER :- •,I4 �,I IMI Q UQ I L VEL FF MIN. SLOPE GW I - i . ; ` II , - " - ed� ,I 1/4 PER FOOT I MIP1. SLOPE OR DITCHES,'"INCORPORATING SEDIMENT lllll.,l Wil 6nn„l, ,4,1 1 rvy11 el ,1,11. dYI1Jd4 41114 , SMALL BENCHES AND TEMPORARY INTERCEPT WATER SERVICE - I ” TRAPS, SHALL BE CONSTRUCTED .WHERE LONG 'SLOPES ARE STRIPPED OF COVER } .:,,.F,` /£3 PER FUO F. .,. " GRASSES OR WHERE FILL AREAS ARE EXTENSIVE.. : 1.11 >_ __ E F'' EDGE OF,PAVEMENT = "� - :.:r:`"` INLET BAFFLE 12 MIN. OVER OVER -:. / , = a - SEPTIC TANI{ Qs p N /j _ INLET & OU TLE 1 g ORPORATE MATTIN _ - . BY FORT MILLER OR - ALL STRUCTURES NEW SWALES AND UNLINED DITCHES SHALL` INC G OR NETTING - W U � BAFFLES P� #1 DISTRIBUTION BOX tJVERT SLOPE EXCEEDS 2% ALL SWALES AND = Z F_ EQUAL 4 OVER SEED AND MULGH WHEN THE r: J ---n. x t a BY FORT MILLER OR HES SHALL BE SEEDED WITH REED=CANARY GRASS FOR .FOUR 4 / - ~ W_ Q UNLINED RITC c ) SEUI,AGE DI S(�OS�gL SYSTEM NOTES c� c� g I I EQUAL: FEET EITHER SIDE OF THE SWALE OR-DITCH CENTERLINE, AT `A RATE OF 25 , W a W = , FROM SEPTIC 4" pVC r+� , POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL,ALSO BE :IMMEDIATELY MULCHED, w �' TANK I_ I I - THERE SHALL BE NO GRANDE ON THESE PLANS IN ADVANCE OF OR DURING F- a z c� CONSTRUCTI'�N, WITHOUT PRIOR APPROVAL OF. THE DESIGN PROFESSIONAL`OR THE : r w o ONFORM TO NEW Y - � o = '_ 4 agog �t o I� I ALL EROSION CONTROL MEASUREMENTS TOC ORK STATE TOWN BUILDyNG INSPECTOR. _ a �,, MINIMUM 2x WITOTF-1 ALL OUTLET INVERTS GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL., U <o o TO BE SET AT y _ (L 0 1� ` MAXIMUM 4x 1fm`iUl{i - —� EXAC7tY_ THE SAME DESIGN, COPL�TRUCTION, MATERIAL STANDARDS AND INSPECTION ,REQUIREMENTS- ' o o = 1 PEA ELEVATION. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHALL COMPLY WITH THE LATEST EDIT10N(S) OF THE NEW YORK STATE a o z GRAVEL SWALES AND DITCHES. DEPARTMEN I: OF HEALTH WASTEWATER TREATMENT STANDARDS'_- INDIVIDUAL - --) - USE OF SPEED LEVELERS E w `F' o - ( A HOUSEHOLD :SYSTEMS APPENDIX 75-A. = � R o o REQUIRED) I i c — won 0 E OR WASHED " � Lo r- a w o PRQVIDE 3" SAND oR- -w o��°° -,,:,::; PEA GRAVEL UNDER TANF{ , SEPTIC SYSTEM DESIGN SEPTIC TANI. TU BE SET ON A LAYER OF COMPACTED PEA STN = - N N o o : i I GRAVEL. _ o o < uj w 3 SEPTIC TANK DETAIL t DI TRIQUTION BOX 1 � _ �ItP ozj I SEPTIC TANF+; TU WAVE SCH 40 PVC "T" AT INLET AND OUTLET. UJ °� �- ami Z r"'o a N.T.S. DESIGN FLOW - 2 BEDROOM HOUSE WITH WATER SAVING - INLET 12 BELOW FLOW LINE, 6" ABOVE FLOW LINE Z .L v a' °1 GQ 01 a F FIXTURES AT 110 gpd PER BEDROOM = 220 gpd 3 0- 'i"r' - - - OUTLET 1;1 BELOW FLOW LINE, 6 ABOVE FLOW LINE (; a Q Q 1 1. AL1_ UNITS SHALL COMPLY WITH THE REQUIREMENT'S OF THE NEW YORK i 3" AIR SPACE ABOVE "T" TO TOP OF TANK - `= � - :'' STATE DEPARTMENT OF HEALTH AND SHALL_ E)E PRECAST CUNCRE FE SEPTIC TANK - 1,000 al TANK REQUIRED- REUSE EXISTING - o c: o o - g .= d � x0 F— : 1 0 +. 10— o o E j AS MANUFAC'1UFZED BY FORT MILLER OR EQUIVALENT. NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE - r'' �'' ''' I ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE CONNECTED 'TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER ,�. 2. ALL STRUCTURES T"U BE PLACED ON FIRtA, COMPACT SAND OR GRAVEL FOUNDATION. WFIEREVER EXISTING FOUNDATION C:UNDI'TIUPIS ` 1.2 gal/day/sq. ft. - 220 gpd DIVIDED BY 1.0 gal/day/sq. ft. = SOFTENER :>PAS OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. - 183 sq. ft. OF TRENCH REQ'D. AT 2' WIDTH PER LATERAL. USE 3 LATERALS � WORK IS TO BE AS SHOWN & -; ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS � AT 40' = 240 sq. ft. OF APPLICATION AREA. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100 OF A , NOTED AND IN ACCORDANCE '_' , NECESSARY TO ACHIEVE A STABLE FOUNDATION. 2 -U' 4'-U 2'-0 CLASSIFIED f3UDY OF WATER. a WITH MANUFACTURER'S �i,.. - — 3. SEP'T1C TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA FHEAVY HOUSE TO SEPTIC TANK• 4"O PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM = RECOMMENDATIONS, TRADE OVERFILL TO ALLOW i ASSOCIATION PUBLISHED CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING, /- SLOPE 1/4" PER FOOT. SEPTIC TANK 'IO DISTRIBUTION BOX: 4"W PVC SDR 26 RECOMMENDATIONS AND FOR SETTLEMENT TEST PIT INFORMATION WITH TIGHT .JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: - ' GENERALLY ACCEPTED LOCAL 4"s� PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER.-FOOT, CAP ALL ENDS. - CONSTRUCTION INDUSTRY - _ r = PRACTICES. ��"��'', /-- TEST PIT INFORMATION TAKEN - 14 JUNE 2016 BY THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO , ±````__—� ``�%`` ` /, . . I ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE 'sj_--;, /�/ i%// 1 ��/i /���/ FUNCTION P1zUPERLY WITHOUT PERIODIC MAINTENANCE. : INADEQUATE :SEPTIC TANK �{ MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO EARTH ,c >< t� < BACKFILL �- GEOTEXTILE FABRIC THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO - = <>; r� I TP— 1 PERIODICALLY CLEAN A SEPTIC TANK caMMONLY RESULTS IN CLOGGING OF SOIL I- 2' MIN.— � " SURROUNDING THE ABSORPTION FILED BY OVERFLOWING .SOLIDS NOT REMOVED BY , 0 4" PERFORATED 0-9 TOPSOIL THE SEPTIC,'.TANK. - LATERAL 9-23" MED BROWN SAND W/ TRACE GRAVEL )`' z TH15 DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL,ONLY FOR e ,` — - " - - 23-31 DARK BROWN SAND THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLE_EPING AREAS = � _ ;?: w ow �coUooc1 N �� 31-43" REDDISH BROWN SAND MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD .OF - 0 ,;,.s:. aoo QU?coo�o INSI TU MATERIAL \ ��- 3/4" TO 1 1/2 " HEALTH, TOI'iN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. � C 00 1. «�° 43-61 LT BROWN SAND THE SEAL A'd0 SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR = (y .�. °:' (IMPERVIOUS LAYER) z_ WASHED CRUSHED STONE FUTURE EXPANSION OR REPLACEMENT. ;*E. 6'-0' NO ROOTS I, N NO SEEPING UR STANDING WATER DWELLING IS-TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: 21CPh9.-SF-IOWER HEADS,`.LOW ,,W�iAT J?, USE,.,.r01LET,S, ,s ,, , FLOW - O 4 . ._s. LEvEL T.,_PI SII BOTT M ` . - - _ _ . .. gt, F{ICT�f<,,. OE3v,tF V� WATI^I� (,Uhd �LItJATIUc� 'I I NLIIGES:.,,. - _ – – – - - – – – "REST l U V.� • –�I= SEPTIC TANK SHALL BE 'INSPECTED ANNUALLN' TO DETERMINE SCUM AND,.SLUDGE . , _ � fl.> ACCUMULATI�.N BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE � _ . PERCOLATION TEST INFORMATION MA NTANEOD BYITHEUHOM OWNERT THEHTANK SHALL" BE PUMPED W ENEVER THE >n •• ' "$ ,... ABSORPTION TRENCI�I SECTION " ' '; TEST PIT INFORMATION TAKEN - 14 JUNE 2016 BY BOTTOM OF TI IE SCUM LAYER IS V'11TIIIN 3 OF THE BOTTOM OF'THE OUTLET ® - '''4''*'�'"'� N.T.S. BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY-,TO ANY - � � '�,,� , ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE � .� :_,_", CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. ' MOST TANKS _ C� - { r'± SHOULD BE PUMPED OUT EVERY,TWO TO THREE YEARS. ''`;_,\; . i P T- 1 WHEN SEPTI: TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER - �. F--�I ' - _ Q) :: CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE O °t� _` 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. d ,,, ? I 2,_26" CRACKED OFa BROKEN LINES MUST BE REPAIRED OR REPLACED., CCS � �.-;' 1st TEST2'-24" 3rd TEST -''`h°`)'`,_' I 2nd TEST 2'-27" 4TH TEST 2'-29" O • ,t` 1 P,gIN FIUU`,'E ANY COMPAIfY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BEA E-+ � 4a `'`'' a I DEC PERMITIED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT.BE WASHED OR F 1 I -_ ___w D151NFECTED AFTER BEING PUPAPED OUT. _ r! _ I - - - - - e _ _ _ - - _ 111.33' I - SEPTIC TANF ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ' ADDITIVES _ r v - �� , err --GAs_�cns - - - _ _ __ I ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND = U N V) o ' cns–_._._cns ___r 9j 1, -- ---- __ __ __ - MAY CAUSE T}IE SLUDGE AND SCUM IN THE SEPTIC TANK `TO. BE DISCHARGED - _ 35.08 INTO THE AL3SORPTION FIELD, RESULTING IN PREMATURE 'FAILURE. �� F` I ; t 12'-U„ I n cAs- -GFlS GAS ~�~ N85"55'35"W X . X _ I _ --____ _ � v ,r F�—� _ y � � _, ; 1 - - _ - 1+-�U 1 AC unit ��t- - - - DO NOT DISI?OSE OF EXCESS .GREASE QR FAT INTO TI IE SEPTIC V cn �, ��?"- --- ---_____ ( N85' 5" ONO � r-' I IPF SYSTEM D T POUR OR DUMP ABNORMAL AMOUNTS OF ,CLEANING CHEMICALS � C� kms? I i ; I 1 '_, ± ___j.- 55 3� vy I OR CLEANERIS INTO SINKS OR TOILETS. = - I ` T r i N85°55'35"W - p (,,, r 1 ; I i II i I WHENEVER c,EPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC I `� i r I I I ,' 4.28' I X I SEWERS AF2F; INSTALLED TO HANDLE t IQUSEHOLD WASTES, THE 'TANKS SHOULD BE ;y='` + I ; j ,i I i I I I , i REMOVED OF�� PUMPED,_OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. a N r 1 � i I ' I I ' ' CONCRETE I I I i i i ' i i BORDER NO VEHICUL_,\R TRAFFIC OR' PARKING SHALL BE ALLOWED _ON ANY PORTION OF I Ff� i I- i ; j I THE ABSORPTION FIELD OR TIIE SEWAGE DISPOSAL SYSTEM "Y t r r i r r ; r ! I . [ "� I R Ir IIT Irr . i "'T I I ; I r r I FINAL GRADE; SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM %������������������/����i%/�����i������� r ca I ; r ; r , f 'THE ABSORPTION FIELD. I ; , ri ; i'` + ; i' iI I / rQ� � " QLl ��ar �I 1r' i i.' .. � I � 1 I 3 - - r' ., - { r ; 1 ; , r r 2-BEDROOM I 0[ ,Ek�,� : T. i \�� rr i l FILE + C) '�' SIL � 0 ! r ; APARTMENT I 1 , , BARRIER MATERIAL r J I I i I ' i ; WITH NU BASEMENT — � VFOWC� ��. .. �� I i I --�� _ . I MAX. —1 I I I, ,;I I I�_ ' I I– - ����; '� r � �� , j,.. I I , I i ; r IN UROUND —1111-1 a , i " ' i i ' i i POC L _ I=I I I I-rin_ , I, . — _ _ I i I ' I i ;I I r r I ; 1 � _ - XI GYV oo ° , SLOPE t,.� + _ ` j 6' MAX.. �� I i ' I I I i ' \ I I QUkO��°o II OOo�) n i .. �� �� fi I i i ; ' i ' ' r �—t}EW 1 {)UO gal CRAWL SPACE 12 MIN. 2 MIN II I ;I Iii ,I ; --__ F'UL.Y SEP"TIC ACCESS O - o v. 'n n n n n n n aria v s' % / s' =�– r-_,'; i i ; i ; I SANK I oCbo�O�Oo 11 a O o :�.'� ,` u ru :>,,,.. r i r ; I O °0 " I;I r ---�. 1 sLC ��U� 4 PERFORA1f•D PVC LATERAL, _ I . 1 " ,� �' n J swuau.wYuul,.lla„1,.�rllwud:em,..I,vdr..duu,Id;na.WlaYJiw w. d,�,.amlaluenda<< r ll `T_,[1 �'_- --- SLOPE 1/16 '1/32 PER F r. 4 O C101� - + 'Y --- } ____ f LEVEL TRENCH BOTTOM I �ds e ,� f I GLV 1 CAD FILE NAME t .; i I UiLC)1�I- – Bim„ t ACAD\IBS\BERNARD\C 1 I _ r INSITU MATERIAL I I ` _ scALE AS NOTED = . I I I (IMPERVIOUS LAYER) ® - , _ - - Milld,l1,41111 1 l,l ""I eb 4111 I ���Idl , ld l' ,I,,,, lIll,d011�i,J4 . r AD JOINING l N THE SEAL BELOW IS 'AN ORIGINAL SEAL -DRAWN BY ti i I N AND IS IN RED INK. .ONLY SEALS IN RED INK - �++ --- W �_ _W ______W _ W APAR TMENT �1- --'--111-'1,' - ® 0 SHALL BE CONSIDERED TRUE ORIGINALS + I I W W. WITH NO BASEMENT ��-II-II-II=II-Il'A SOI P N T E I—I �) LC J _DRAWING TITLE- - '-11_I 1—I 1—i'- ® a--+ al ll 1 d Id 1', 1,1,u 1 1111dn 1 I '111: m '1 1�u��il l, _ - - _ . GARAGE B TI 0 R N aP R 0 _ e NOTES: N.T.S. _ tD. : \ - . LAN d � NOTES DUE TO SITE RESTRICTIONS THE SEPARATION DISTANCE BETWEEN TTIE FfaUNUATIOII _ I SHED DO NOT INSTALL TRENCH IN WET SOIL � • 4, p ' _ INE AND THE NEW SEPTIC AND SEWAGE DISPOSAL WILL.. BE REDUCED AS - �- 4' ,� ��"" NDICATEU. THE STRUCTUFZE MAS NQ BASEMENT APIU TFIERE IS ONL`( A LIMIIEU > = ���r_�rr _ SECTS ON S tX. RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO LACING GRAVEL'C+ STONE. t0 �-�- , AMOUNT OF HEADROQM/CRAWL SPACE. P o Q ,. , , END OF ALL DISTRIBUTOR PIPES MUST BE M -0 � C _ � 6 , ,� � : , DETAILS = C I "( E (�I ANI PLUGGED UNLESS INTERCONNECTED. I _ ; . 7 �y _ - J F- is I V JY� 1" = I O'�U" SLOPE DISTRIBUTOR PIPE @ 1/16"–,1/32" PER FT. - o #"�` DRAWING No _ __ _ •'_t • , -it W au4 lid ll Yl d dl " ! :, Idl Y WNL 4d YE. d..LW ilayw YI ll Ld.L !'u 41 Lill 9 Y V drumJl J t 114x1 JI I' h. t Y- _ - - - i _ 1 . - - - - - _ 11 ,. - - . ,J I - }'3 GENERAL_ N OTE . F ,: GRADING NOTE , 1�Ie" �, .. REC0��1F1V11 ALL ACCESS BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM : =A .SUI VEY DRAWING PREPARED BY BOLSTER & ASSOCIATES ` ;"� $� (,`LEANOUT OPENIPIGS _ APPROXIMATE RE RAISED TO 6" BELOW . - "� + FINISH GRADE - . f= T , FINISH GRADE. ! . I - -` AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR LEGEND _ _ -fix P„1;- - - _ - I MEDIATELY CORRECTED. FAILURES OR CLOGGING. ANY FAILURE CLOGGING SHALL BE IM —_ _ UR L r __ - - - - — PROPERTY LINE1. - '�`j ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- - - 3 --- --------- -------- 10'-0” PROPERTY LINE .SETBACKS I I ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE • . CONCRETE OR STONE 0 AS-BUILT 30 JUPIE 2016 SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY.GROWING ''COVER —E. —E --E = No. DESCRIPTION DATE MARKER ABOVE ALL UNDERGROUND ELECTRIC SERVICE ; �y 1 • I _ 1 BURIED COVERS CROPS, SUCH AS RYE GRASS,AND MILLET MAY BE USED FOR TEMPORARY SURFACE _ 3111. MIN a LIQUID LEVEL S D RECOMMENDED.. I. s —ss —ss --ss — S I - 1 ,�� AN TARY SEWER REVISIONS .,'�;, SLOPE } = SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT 1/4" PETS FUUT I MIN. SLOPE - I a TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER — —y —`� --w — WATER SERVICE ' ` `} 1/8" PER FOOT " GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. .' - o r INLET BAFFLE 12" MIN. OVER OVER C/f EDGE OF PAVEMENT N r SEPTIG TANK ALL STRUCTURES11,x �f BY FORT MILLER OR s INLET & OUTLET PSI I 1 DISTRIBUTION BOX NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING Q EQUAL ►• BAFFLES I OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND BY FORT MILLER OR E-- j z a ,; ,rR;==` 7 '�' z ¢ �` I I EQUAL UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY:GRASS FOR FOUR (4) SEWAGE DISPOSAL SYSTEM N C�TE S , A C) " 1 c►� :E s I FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, .AT A RATE OF I25 Z Q FROM SEPTIC- 4" PVC r� K i POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. I e (11 o z ' TANK 1 j THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING {-- W c��`� I ' 1� CONSTRUCTIONI WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE r w o =, °g°�x°meg ALL EROSION CONTROL MEASUREMENTS TO CONFORM TOhffW 1(ORK STljg TOWN BUILDIN(�k INSPECTOR. _ _ " � t N�° ah. ALL OUTLET INVERTS 000°d�oo 1. Q ,, MINIMUM 2x W1DTf~i °° ° o GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. . - - (,,,� Q TO BE SET AT I „q},fi., MAXIMUM 4x WIDTH PEA—� EXACTLY THE SAME I DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS a o o ' ELEVATION. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SHALL COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK'STATE : a z - ' I GRAVEL D D DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS INDIVIDUAL - J _j o z f USE OF SPEED LEVELERS W v p v a� ( i HOUSEHOLD SYSTEMS APPENDIX 75-A. --� Y o o j PROVIDE 3" SAND OR cb o cpoo REQUIRED) _ � c 0 0 o R PEA GRAVEL UNDER TANK A SEPTIC SYSTEM * DESIGN SEPTIC TANK T"0 BE SET ON A LAYER OF COMPACTED PEA STONE .OR WASHED - � coo r d z - = 11. � t,, DISTRIBUTION BOX GRAVEL. _ _ � � oo ° aWW �� SEPTIC TANK DETAIL 0 1,. » o= �� �-�-© : oz } . 1 N SEPTIC TANK TO HAVE SCH 40 PVC [ AT INLET AND .OUTLET. ,_ c z r,1,= s � z ,y N.T.S. i - a� o a `+ DESIGN FLOW - 2 BEDROOM HOUSE WITH WATER SAVING �• 1 2 > a sr , t INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE Z -; Q 0O�'a z a ,K I FIXTURES AT 110 gpd PER BEDROOM = 220 gpd - o �,�, �, _ F H r,I - OUTLET 14 BELOW FLOW LINE, 6 ABOVE FLOW LINE = v x w Q Q '_ 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMEN"lS OF 'THE NEW YORK SEPTIC TANK - 1,000 gal TANK REQUIRED- REUSE.EXISTING 3" AIR SPACE 'ABOVE "T" TO TOP OF TANK _ L x.o o y _i ' STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE o ,. ro C o v E AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. t NO ROOF, FOO FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE �' w .-c�. >i, w - F'� - ABSORPTION FIELD - 1 TO 5 MIN. PERC. RATE - APPLICATION RATE CONNECTED TQ THE SEWAGE SYSTEM. NO SUMP -PUMP, CONDENSATE, WATER ,YIJiJ1J,J l , I Yii, I i:,IYIYalilldl W ,J,YIY,IYI I.III.,Y *i.�r"° p ,>' J / Y/ 9 g P g / Y/.q• - W f I,YJpI III,tl II YI WuYinAwl l Yih d.Y 111 l l m a Y L IWd $LkIY ti' f�� 2. ALL S[RUCTURES TO BE PLACED ON FIRM, CUMPACT SAND OR 1.2 cal da s ft. 220 d DIVIDED BY 1.2 al da s ft. SOFTENER SPAS OR HO.T. TUBS SHALL BE DRAINED,INTO THE SYSTEM. y � GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS _ - r { r AT 35+f120MANIFOLD RE222, s T ft.' OIF APPLICATIONRAREASE 3 LATERALS -THERE SHALL €3E NO CONS OF SEPTIC SYSTEMS WITHIN ,100 OF ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 2,_p°' 4'-0" 2'-0" ' TO ACHIEVE A STABLE FOUNDATION. _ _ WORK IS TO BE AS SHOWN & 3 q CLASSIFIED BOEY OF WATER. A NOTED AND IN ACCORDANCE >'t'.,,} NECESSARYWITH MANUFACTURER'S � , RECOMMENDATIONS, TRADE 3. SEPTIC TANKS INSTALLED IN 'TRAFFIC AREAS Sf,ALL BE EXTRA HEAVY HOUSE TO SEPTIC TANK: 4"� PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM - . r ; , OVERFILL TO ALLOW " I » = ASSOCIATION PUBLISHED 3 CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. I SLOPE 1/4 PER FOOT. SEPTIG TAN1< TO DISTRIBUTION BOX:' 4 � PVC SDR 26 = �; i FOR SETTLEMENT TEST o I T I N FO R M A TI r1 N WITH TIGHT'JOINTS,'MINIMUM PITCH 1/8" PER FOOT. ''SANITARY DISPOSAL FIELD: RECOMMENDATIONS AND I T- O GENERALLY ACCEPTED LOCAL rP r1 ' + r . 4"O PERFORATED PLASTIC PIPE MAXIMUM SLOPE .1/16" PER FOOT, CAP ALL ,ENDS. = CONSTRUCTION INDUSTRY =_ 1--- TEST PIT INFORMATION TAKEN - 14 JUNE 2016 BY - PRACTICES. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL I EVENTUALLY FAIL TO _77K7111�� ://�//��//��\ I ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE _ d � �� � FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. ' INADEQUATE SEPTIC TANK -+ x EARTH MAINTENANCE GAN RESULT IN CLOGGING` OF THE `TANK AND SEWAGE BACKUP INTO ,,,-;-F. >� LL- � BACKFILL - GEOTEXTILE FABRIC; THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND_ -SURFACE. FAILURE TO = - `� n � TP— 1 PERIODICALLY,CLEAN 'A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL W 2 MIN.— I SURROUNDING '=THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY 1K�# o 0 4" PERFORATED # 0-9" TOPSOIL THE ,SEPTIC TANK. . LATERAL 9-23" MED BROWN SAND W/ TRACE GRAVEL _� z THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL'ONLY FOR - - 23-31" DARK BROWN SAND ''y ,. I THE LOT IT IS :SHOWN ON. NU ADDITIONS INVOLVING LIVING OR SLEEPING AREAS ,. .,`VAR,';, ,•_'� C. N �� t 31-43" REDDISH BROWN SAND MAY BE ADDED TO THIS BUILDING WITHOUT THE' APPROVAL OF`=THE BOARD OF = �I: DD �U� r,°o INSITU MATERIAL / / 11 HEALTH, TOWN, OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. _ q,�p ;,,;, Qa�b��70 ` ,---- 3/4"3 4 TO 1 1 2 - 43-61" LT BROWN SAND 00 "I. (IMPERVIOUS LAYER) z' WASHED CRUSHED STONE THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR - CA ,, E , FUTURE EXPANSION UR ,REPLACEMENT. ,_--, .` 6'-0' ,k NO ROOTS Z �N `t NO SEEPING OR STANDING WATER DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING .BUT NO LIMITED TO: p t 3✓ ,, - - . /�q - .-- - W NO MOTTLING LESS THAN 2 CPM SHOWER HEADS, LOW WATER USE TOILETS, SINK- FLOW . O _ LEVEt_,_TREN_Gli BC+TTOf I� - - ____- =. _ - �.r -=- - � �_ _ __ _ n , �, ><- .wa.. - >. ._�. _. -` ---------- -.- - _ _ _ -, % RESTRICTORS. bIllEISERVEWATER CON8ER A IILDIN PRNV Ti(,r;�. � � � r�� —I I— — — i - III ° SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM 'AND SLUDGE y ACCUMULATION BY-THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE - N c = � ''' f'M` u PERCOLATION TEST I N t- O R M A TI O N AMOUNT OF BIwILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND CC3 • �4 Q) ;� ABSORPTION TR E N C H SECTION MAINTAINED B r THE HOMEOWNER. THE TANK SHALL' BE PUMPED WHENEVER TFIE V1 � n BOTTOM OF THE SCUM LAYER IS WITHIN 3 OF THE BOTTOM OF THE OUTLET - ® ► N.T.S. { TEST PIT INFORMATION TAKEN - 14 JUNE 2016 BY BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY 1 ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE a `f' I � .,.:x=:'.` { CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS, IN SERIES. MOST,TANKS L� ct °� '0 k SHOULD BE PUMPED OUT EVERY TWO TO THREE .YEARS. _ = ''"c : ��, ;. �",Ar. P T— 1 WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK,:BAFFLES/TEES, HOUSE SEWER ' 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. CONNECTION AND OUTLET SHALL BE INSPECTED BAFFLES/TEES THAT HAVE - p ; DETERIORATED °AND NO LONGER PERFORM AS DESIGNED 'SHALL BE REPLACED. �" I CRACKED OR CROKEN LINES MUST BE REPAIRED ;OR REPLACED - C� d ,,-,,,,;i�,�!�,-, 0 1st TEST 2'-24" 3rd TEST 2'-26" r� kt100 , = (' # F I�JSF� ► 2nd 'TEST 2'-27" 4TH TEST 2'-29" ANY COMPANYI EMPLOYED TO CL "' '� �~® I I DEC PERMITTED SEPTAGE HAULERA SEPT C TANKISESHOULDE NOT_BENW SHED ORA - U � - + ,r r DISINFECTED AFTER BEING PUMPED OU'T. . --- _ - + _ _ _ - I _ IPF - - -`-•-I _ _ ___ _ _ _ _ _ 111.33' � � SEPTIC TANK t�DDITIVES-SHALL NOT BE USED IN THE SEPTIC. SYSTEM 'ADDITIVES = �j + ' ' - -- __ _ ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL 'SYSTEMS AND _ r vim-, L= A{ - — _ - o cns cns-t -GAS cns_-1 _ MAY CAUSE TI-JE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED ,}� - i 12'_p» ins ins—cns cns 85'55'35"W X _ `- - X _ - 35.08' INT_0. THE ABSORPTION FIELD,',.RESULTING IN PREMATURE FAILURE .= ��--� ► __________ _�__ ___ r 0 ens AC unit ar- - _ _ _ EXCESS I GREASE OR FAT INTO ~ 1 lu k I ' 11 - " DO NOT DISPOSE OF THE 'SEPTIC U M �, ,I �j :�"�11 I r```- ----- --- ----- N85''' " r' -- - 55 - r-•-+ 3 SYSTEM. DO N JT POUR OR DUMP A 4, I . 5 W BNORMAL AMOUNTS OF. CLEANING CHEMICALS �_ . ► IPF 11 { , ? ' I r ` OR CLEANERS,' INTO SINKS_ OR TOILETS. = �a ► + I ± , I ��� N85'55'35"W ► . -. 41 O irk ► { ,` ----_.__ WHENEVER SE 'iTIC TANKS ARE TO BE AF3ANDONED IN THE EVENT OF PUBLIC 4.� e . I I I 4.28' I SEWERS ARE 'II ST ER I ALLED TO HANDLE ANDLE HO <•v_ USE HOLD WASTES `Tf-i - ,> , ; ;� , ; ; , ; � I 1 E .TANKS SHOULD BE _ � 11 N I { , I - r ; ; + # -RESER TO GRADE . 1 REMOVED ORI PUMPED OUT,AND FILLED WITH SOIL .TO„PREVENT,FUTURE CAVE-IN. f I ; + I ; . - A, - ,'- i { { ? ! i r V�TH CARBON CONCRETE '+: ' I FILTER BORDER NO VEHICULARTRAFFIC OR -PARKING SHALL BE ALLOWED ON ANY PORTION OF . { { iE rr' I THE ABSORP. ON .FIELD OR THE SEWAGE DISPOSAL. SYSTEM. I9a*,, ( ; I i f - I � - w.Juw++..6.J.0 Jnu WIeY Isll:a�YIY.aJ a.�..�..uur r t:,mYiu as uAil 1 , { r i I t I .- . , 11, FINAL, GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM : %������i�����i������ii������!�������%�������/%�%�������i��i� I I I , �' 'k r + I I ,,1 1 i r '' , THE ABSORPTION FIELD. I i 1 I { ► i I + k_;4 I I r / Q�. } I { I I 2-BEDROOM ► S i V I I. I: I .I I - I I . I 1 4 i ,T .-I"I'll, I'A. ► { I ; I I I I _ BARR ER MATERIAL �°'' I + ; ' I ' APARTMENT I I I WITH NO BASEME T I - 11 ll COP 1 I ; I I — - . — — — „ I ! _ 1 _ I 6” MAX. _IIII_IIII- -� � � I- I { I i' , , IN GROUND I —I I I IV<1 1 a I — - �. s { I POOL I _ 1—I I I I-- + I '4 - V-- -- „ _ - - _ I �� e;- { I , i - i �� (� o SLOPE - -�Z 6 MAX. I I I I '' ► i OO�noIo 00� Cp0 t t _ I \ _ on n I `, I `—NE's 1,000 gal CRAWL SPACE 12 MIN. I f 2" MIN. v r POI. SEPTIC ACCESS n _� n n n o n �j TOUVN � � , >" ' - r c� r # i TAN 4 .PERFORATEDPVC LATERAL; , fi {t,i ( I , ' ��•.:' : =•''I - - - 11� 11 _ - ��, Y'. - °.I ad i�Jll ili,l 11'Ili It II IVII IMI hI IYYY IIIt�IY. IN IYV Ili �' oGY�c��O• II 14 J.,aurin w a,:JJa,lmwr.J'y, -; 4. I -CAD FILE NAME �#` I 4 - �. SLOPE 1/16 1,32 PER FT. .. Pa V1B1NE? }f,. , - . t I LEVEL TRENCH BOTTOM ��: