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BOTH-000186-2016 TOWN OF QUEENSBURY / 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000186-2016 Date Issued: Thursday, August 16, 2018 This is to certify that work requested to be done as shown by Permit Number BOTH-000186-2016 has been completed. Tax Map Number: 227.13-2-2 Location: 7 GUNN LN Owner: KAREN SCHLESINGER Applicant: IBS Septic This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (#17- aeiP 4 14,5t°'" property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road, Queensbury,NY 12804.5904 (518,)761-8201 p Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Perna t Number: BO TF1-000 186-2016 Tax Map No: 227.13-2-2 Permission is hereby granted to: IBS Septic For property located at: 7 GUNN LN 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 tiled and approved and in compliance with the NYS Uniform Building Codes and tile Queensbury Zoning Ordinance Type of Construction Owner Name: KAREN SCHLESINGER Septic Disposal 50.00 Owner Address: 7 Gunn L,N Total Value 50.00 Cleverdale,NY Contractor or Builder's Nance/Address Electrical Inspection Agency IIS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $ 40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,April 14, 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 Queer ury; WTueZt% 2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement -x Community Development Office Town of Queensbury • 742 Bay Road . Queensbury, New York ■12804 Office Use Only TAX MAP NO. PERMIT NO. PERMIT FEE _ APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORP WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER. *vINSTALLER. 1 C e c ADDRESS. 1 4 " l r, ADDRESS. PHONE NOS. "f PHONE NOS. " LOCATION OF INSTALLATION: LA r,,V\ ^+ RESIDENCE INFORMATION: YEAR BUILT NO.OF x COMPUTATION TOTAL DAILY FLOW BEDROOMS Gallons per bedroom GARBAGE GRINDER 1960 or older X 150 I ( INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992-present X 110 = STALLED? n PARCEL INFORMATION: "„. w ✓ TOPOGRAPHY: FLATROLLIN STEEP SLOPE %SLOPE �IPr • SOIL NATURE: SAND LOAM CLAY OTHER, 4 716 ✓ GROUNDWATER: AT W H'AT DEPTH? OPS a V BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? SAW ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (If well;water supply frdm`any septic syst "r sorption is: f) ✓ PERCOLATION TEST: DATE IS PER MIINUTE PER INCH[mpi] (Test to be compieted by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION; All ir.u:vidu�l sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whiripool tub. SYSTEM TYPE:. ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench � x ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? EIALTERNATIVE SYSTEM Bed or other type? 4y�,I)V-v ❑ HOLDING TANK SYSTEM Total required capacity? NK Tank size? _Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 135-29 of the Code of the Town of Queensbury,aWperrnit 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 regulations with respect to this application and agree to abide by these and all irements of the Town of Queensbury QUESTIONS? CALL 761-6255 OR EMAIL Sanitary ge i IOrdinance. codes@aueensburv.n,et VISIT OUR WEBSITE FOR MORE INFORMATION Sig of n Responsible Date &Aw.gueensbury.net • - . - • • -- . . • )' 1E, CEOVE_ IN . . , • . . • . jjij AUG 16 2018 . , TOWN OF QUEENSBURY BUILDING&CODES tburPr-- I e:,to . 2_Qi\as • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. i . • ,....,..•, . Will Office 176 Doe RUll Road-Milltheim,PA 17545 • . , MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ...;, Permit No. Cert, N2 42203 Out-in Card No. .•• 'Owner R.e.4 a d.ri• 4 iv ca,.ii to co, . .•. ,s .. .• . LOcation 7 (rs Y ti YA. LAn 4C3"4,r-arta 17.c,-)0( . : ... ... . , . . . , . „ ,installation Consisting of . ::,....'5 cp-/t c:— Atop cc/A:IL-4*-N_ • . . : .... . .,,. :Installed By. .‘,„0 „5 $17,74 rt /7/44 in-. I ie No ...e.- :•i.•,: .. i ,.. The conditions ibilowing governed the issuance of this certificate,and any certificate previously Mucci is Calltelled:- 'This certificate citily covers the eleetrieal equipment and installation conditions as of datc, Upon :introduction of additional equipment or alterations,application shall be promptly made for inspection. . . . t Inspectors of this Company shall have the privilege of making inkipecliOnS at any time. and if it% rules are violated.tiut:t.;:ompany shtill have the right to revoke this certificate. . . Datee../10../..ig...„. . . .. . 67 Member N.F.P.A„I.A.E.I. . • ' . : .... NO 089186L 6 :IT 810Z/91/80 . . OlgWnW d TO 39Vd . ,p 4. . i - GENERAL NATES- 4 _ iNFORMATiON SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY .DRAWING PREPARED BY VAN DUSEN .& SIEVES - - - _ - LEGEND - - a - s 3 _ - -_€ I —- - -_ - -— PROPERTY LINE . _ _ ---------------------- PROPERTY LINE SETBACKS , . I . ` w —w —w —W — WATER SERVICE y No. DESCRIPTION DATE E/P EDGE OF. PAVEMENT11� NS I11 _ REVISIONS_ SEP Ti G SYSTEM DESIGN GN - to �77777�7� W N :>- :I DESIGN FLOW - EXISTING 3 BEDROOM RESIDENCE WITH STANDARD WATER = J� �., � <' ,, -- I�f - �� / SAVING FIXTURES AT 110 gpd PER BEDROOM = 330 gpd _ 2 U z T t ; _ [_ z - / = z I t i / Sh,ed. SEPTtC TA�dK - 14000 gal TANK REQUIRED _ 0 U - -, � - z4 � - `� I L a rt d S n/� O f REPUTED LOCATION OF W a W I / ABSORPTION FIELD - 1 to 5 MIN. FERC. RATE APPLICATION RATE _ I-- W I ParlSl ADJOINING PROPERTY Frank 1.20 gal/dqy/sq, ft, - 330 .gpd DIVIDED BY 1.20 _gal/day/sq. ft. = w o 22 1` SEWAGE DISPOSAL SYSTEM - = U o l 275 sq. ft. OF TRENCH REQ'D AT 2 WIDTH PER LATERAL. USE 3 LATERALS Q \ 660/ I ; AT 48 = 288 1. sq. ft. OF APPLICATION AREA. . _ o Q F - - .. - 0 _ ¢� � � � 0 Q 3 z .,:-,,. I \ I EFFLUENT PUMP c/-�p o z W CHAMBER TO LIFT TEST �) T I N! V I M A T) N - J � o W Q t EFFLUENT TO NEW - - - -- -- - -- 0 - \ TILE FIELD NEW DISTRIBUTION TEST PIT INFORMATION TAKEN 7 OCT 2015 BY ETHAN P. HALL -- RUCINSKI = X * m CO , ` z = o I w � " - - -' - - __ _ -_ ' BOX HALL ARCHITECTURE, WITNESS BY RICKY ADAMS - THE CHAZEN COMPANY _ �—I -11. . '' <a _ _ w i NEW 1,000 gal 0-54 inches DARK BROWN LOAMY SOIL W/BOULDERS 11 - °,' s ¢ z cr , � SEPTIC TANK I - I a . x U- 1n J I CONNECT EXISTING ROOTS TO 26 - ' ) -o - Q r l HOUSE SANITARY c t NEW TILE FIELD LATERALS _ v o �n �, - o I \ i - ...;.:. .:-...:: ; UTILIZE E-Z HD UNITS o -E 1`)°' o a E t ; ' ::::..: `, - OUNTERED � ` l"}.:::. •. ... ... .. CERTIFIED FOR USE UNDER ::=,"•r.. I W l PAVING AND PARKINGill TO NEW TANK L ► + : :: "::l . . N MOTTLING DETECTE[1 AT 54 NO GROUNDWATER ENC �,,, III i ¢I III Id Y I \ i ; i.' :':':::':':':_I.r .;.. +-I: I AREAS (3 .LATERALS AT 48') W ; ' .. .:.:.:",.:.:{{� i :: PERCOLATION TEST INFORMATION - � "'l '`' WORK IS TO BE AS SHOWN & i:,i . ::... .1 i l.1 ..'..: I ::..,.., ,... { , . ....., .. PERCOLATION TEST INFORMATION TAKEN 7 OCT 2015 BY ETHAN P. HALL - RUCINSKI . NOTED AND IN ACCORDANCE 1 i:, .. i._. ... :.:L': t: :..:. l HALL ARCHLTECT_URE, Wl_TN.ESS @Y RICKY ADAMS THE CHAZEN- COMPANY _ WI. M.A.N-UFA.CTtJRER.'S t :'': : l 11 I :: ,:1 .; " .:..:' f i :i : . ..: REMOVE SHADED AREA TOWN OF QUEENSBURY ENGINEER RECOMMENDATIONS, TRADE ' r s i I OF. EXISTING PAVING ASSOCIATION 'PUBLISHED LOCA��ION OF t..Y........... w ..:...t:t.:;....... .,.i:'is"..:.."...,.",............... .. EXISTING ....., t.+,........ ;.I ; I , AND REPLACE -PAVING PT-1 P'T-2I . - RECOMMENDATIONS AND I I STEEL. SEPTIC ` -_ +. t.i. i..+.i."... ` ti.` + IN DRIVE AREA ONLY 1st TEST 4 min. 38 sec. 1st TEST 3 min. 45 sec. - GENERALLY ACCEPTED LOCAL -, rY l r TANK ,TO BE r \ + ::: 4.';, i �; r.' :. •:: PARKING AREA T, BE 2nd TEST 4 min. 42 sec. 2nd -TEST 4 min. 02 sec. a CONSTRUCTION INDUSTRY - :�' W c REMOVED ` I L_' """ GRASS 3rd TEST 4 min. 44 sec. 3rd TEST - 4 min. 10 sec. : PRACTICES. l t:. . .... Y i !''':' r 141- 11_ 1 O I a •-1. ...:........i'1 .... .... . l - _ i y C(- \ '..i I.., " .....:..i.I ; I - USE 1 to 5 MIN. SOIL FOR APPLICATION RATE I me I Y :• 1 r.,. ..I' , I v r Q I :', I. .......'.'.. .I.I. !.'I I " eldd iu'u d nd Ada lis a':I.i¢,.Y d a idlW.eima.ueY i¢ui„.w.wld3k'm w.Y \ , ` use I:.I. ...... I I ... :::.I: - r I 11 0 I SI.,":::: i ' pifl S pT,l� P PLAN O 8 P E k�s) \\ .� + i { ! I Ad er LCAT ALL o�JCTs \ W { . . : . VES tt(v,�� (� i _'.::: : :.....I� :: i ; H�USe i HAVE S��N QFt n � RRA Si FENCES, I TC - .. \B !:1 i i 1 ! SUCH AS HOUSES, w I j:_i., .......:I' I I. I ! F • DOCUMENT.I HAVE PEF;SONALLY... I C� SHOWN _ . ;,- ` I 1:1 .:.::::.!.i i ! t`1 ASU D r' STANCE SET FORTH ON THIS DIG . _ - I0 t} I i.i. .... l ; I i i JI ` W 4 ,'.'r Y I ' - — .^ 5 . . ” - - : �_. r, 01 - over , I' :. I I Ic ;-+ ('q eC. _:: .. � , , , . 1 i s !t _ hol . .., ,, : 0 _ T DA _ Man : I I ! r; - 6 / ;_, , p i' I = - P t i C \ t: :::':':':':':':i. .. } .._., l (p sib I \ {. :I.,' 1 i = vwrmt tai, ` ( _ w O 1 I i 1 ! I { 'r - , :, o ri ! .. ' ja l t. p 1, I � � I 0 = a ' � I �< Imo« - - �1 i.� I � � IL . _ ,_�,� .� � 0w , < f + WATER FOR THIS PROPERTY < Ond M aSSe,r11 ,Ir rI. t� .. IS DRAWN FROM THE LAKE \ < IGhard Karen M w R 1.Og1 ,. I I NO ON-SITE WATER SOURCE t { 6 3 f C`1 rri a rk \ IS PROVIDED. " << 11Lb ' \ << -, - Ben ace W � X _ � _ a, N arty,w e s F \I - � \ WATER FOR THIS PROPE.F?TY U N �. NM 23/ aII In e r l �, V. <<<< 7 IS DRAWN FROM THE LAKE tap rn .� � of Utility Pad W �'� < 'd NO ON-SITE WATER SOURCE - Cc$ 0 I- C 326.53 Q i o t IS PROVIDED. _ . - tll �^ Elevation _ . �q - u ryM� ,� I - c, , 11 yL I }? ^ -F��I . - �+ 4 L E __- – – -- E -�E " E -"' \G _ Cz r _ Slate q} r E . '�� F'4\� �a- , — �, planter U V +, r _ _ 11 r r � , "'E _ — rr ri r - r� - . - S , = _ { >'r 10" Qrain Crate c�4. _ -- � Q - `-_.- - Rim=325.76 \��. w - _-- - 11 - - - ���.� Gunn Lang I Tw�IU �FuE * - --`" 1.- w Culvert Pipe (Buried) ��ILD�I �i d -- 1 * 2C. _ - p Rlght-of-Way - _ - tJ� Unknown - ____ - - __ - _ _ _ _ _ �o Type; Sire, Direction - _ _ I Reviewed 13y.. __ : _- - _ _ _ - I - w ®ate; �+ '' __. // - —' '� _ _ - - — - - - - �da6iAYl Ale YliJa dlt:Y Y III IYiYAd L�IWea¢iub Yd o lYl.ibNYdL{1�ULY ii4.Wl�ilOdl3YWe:ItlliAid'dIW.� , � „� — - _ _ _ / _ —/ wF , �., ,­ 2 L ' � ,L , I . . _ _ j, ': - - - . : 1� .1 Ir I . � I�, I : :­- � +1 L I I - r, ',,� I I . � -1 . . I . � � . I I I _,r '-' I ­ I I 'IV ,_ I � +" __, I I . , ­ r . I I � ­ C, :jL �! I I `,,� - __ . I - I . � � � � �I.. . ' � � I I ,: � �. - I I , I ­­ I �� . - - � � I I I,� L �L, I 1.-1 I - , -,._ - .- r . I ­ . I �. __..� . - -.1-11 � L - I --I., - � L 'IV 11 r ,1�',��. ____� I w I I ...,.�� I I ,__ , I � - 1Z � - L .� � -1 I , . � L I � L� I I � � I L z � L �� � -, 11 r----- .� . - r I � � � . i � � - I� . I � , � I - � - - -:L' � _L I � I : �I .. - � � I . � - - . I _----- , � � I IV _ _Jam'. '--J� ' / ' - I I - r - - - - - . � . I I � " � + . � - I • �..• w_., .."'.1 _ - % L - �I w ( A' o - r R ,%i jai///////,,.,�/%f/ /, I I /��/moi`/ I \ '// ! I w ' _ - I . - !��, \ \ ___� - - - 1 w I j ACRD\BS\SCHLESINGER\C-1 , �i+� \\ I I11. I . e scnLE b 1` = 1 =10-0 w I1. 1. ��a ' I - ,j , - DRAWN BY ' ;,� 11� w 1 f Y ���,. s':,z'1 - I 3 a�', DRAWING TITLE - ,. I �.I - . r�' �� _ . � � �.. t� ;fir a r = keILIL, I - SITE PLAN -�-__ ______ --- .,,.w - George 1, - - - - TH-000186-2016 I 27.13-2-2 BO �Ch�@$IIIC�et"� Karen _DRAWING No. 7 Gunn Lane C- 1 4. L � - d I 1-1 I 4 . I I I . I Residential Septic Alteration - - - �. . «... . j _ _ __ " _ .. I --v ', -: - I _ - .-,a - - - - - - - . . � I � I - � - I,., , � . , . - � . . �". - . I I I I " - NuuIrlwYyI:.3aiii,il;:i I,_.att"""...Ilt.Iw:mdjII. &a "lbew6r,:�C:-,. d SEWAGE DISPOSAL SYSTEM NOTES, }. _ i- + d .. - THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE �IPj TOWN BUILDING INSPECTOR. k.tI_ DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS _ it - I - SHALL'COMPLY WITH THE LATEST EDITIONS) OF THE NEW YORK STATE \-ItO .I II.I.11�--.I I I-��I.��I.II NI IUI r�k.I�Pi*;IF D� l,.�1I,��.l.1-�.qu�,l,I$�omv(��1--1I.b�A-­I10�.'�i4�iML-'_-I��I�---A>:'),_' % DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS, - INDIVIDUAL - - HOUSEHOLD SYSTEMS APPENDIX 75-A. RECOMMEND ALL ACCESS 2 W VENT ABOVE CONCRETE OR STONE - Na.1 DESCRIPTION DATE APPROXIMATE & CLEANOUT OPENINGS FIN. GRADE WITH MARKER ABOVE ALL GRA�VECLTANK TO BE SET QN A LAYER of COMPACTED PEA STONE QR WASH. HE RAISED TO 6 BELOW BIRD SCREEN BURIED COVERS REVISIONS FINISH GRADE APPROXIMATE MANHOLE COVER FINISHED RECOMMENDED. FINISH GRADE. FINISH GRADE (LOCKABLE)IAT SEPTIC TANK TO HAVE SIGH 40 PVC "T" AT INLET AND OUTLET.' GRADE A GRADE . " " - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE - O Iii ` } 3" AIR SPACE ABOVE "T" TO TOP OF TANK - INLET"BAFFLE 12" MIN. DOVER "OVER o ZWiz = ALL STRUCTURES i H a I ( I I ' HANGER PIPE hI I #f DISTfJBUTiON BOX NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS," ETC., SHALL BE I - ► CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER � Q —FOR PUMP ) BY f0RT MILLER 0-R o a z .. _ - 7` ] SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. = W E-3 REMOVAL I _ EQUAL - a W LIQUID LEVEL - TO EFFLUENT 1—! , W o 4 o ----I FROM SEPTIC----_____ FROM PUMP ---- 2 PVC MIN. SLOPE PUMP STATION I THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100 OFA a S r TANK STATION 1 1 r r I I CLASSIFIED BODY OF WATER. - O Q 1/4 PER FOOT I J MIN. SLOPE _ 1/8" ,PER FOOT HIGH WATER _ ' - �- - TO DIST. 3 BOX N oo$,o ALL OUTLET INVERTS " LL w U- ALARM SWITCH HOUSE TO SEPTIC TANK: 4 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM o SEPTIC TATO BE SET AT _ o _ -z a INLET & OUTLET PEA EXACTLY THE SAME SLOPE 1/4 PER FOOT. SEPTIC 'TANK TO DISTRIBUTION BOX: 4"� PVC SDR 26 - J o z .Y' r C P,1 IL l EP. R BAFFLES EQUAL RESERVE CAPACITY 20 TO ELEVATION. WITH TIGHT JOINTS MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: E w02 J Q I _ AFTER ALARM SOUNDS DIST. BOX GRAVEL (USE OF SPEED LEVELERS 4"� PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" .PER FQQT, CAP ALL ENpS. - L it ° START LEVEL - �' L o w _�... EQUAL TO ONE DAYS -- -w-- ------ - -- - - _-_-_ ---- ENCOURAGED) - ao co r. a . Z F o, . CAPACITY (DUPLEX PUMPS LEVEL CONTROL QUICK ,DISCONNECT FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF - 0 N N N o 0 - 0 o WITH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER BETWEEN 10 AND 15 MIN FOR 1". _ ._ - 00 < uILW Q T Qlil4- - MAY BE USED IN LIEU SHUT-OFF LEVEL pp p = (n z "''_ ' Z J OF A SINGLE PUMP AND - - -�- -ll- -- DISTRIBUTION BOX THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO = z � °' ; to �� - Q 0 MINIMUM 2x WIDTH ONE DAYS CAPACITY) MAXIMUM 4x WIDTH N.T.S. FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK - � .0 CL X u- r,f,,r, F 0 Q MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO I ff�E THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE' TO _ o o r o 0 --n-' PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING _OF SOIL - R o s M 1) o.a E o °o0O0 SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLI©S NOT REMOVED BYuVIIIya ``' i PROVIDE 3" 5AND Of? 00 Qo�oo �,� >� - 0 F'EA GRAVEL UNDER TANK 00 p°°C' a Ig,.11 y PROVIDE 3 SAND OR 00 00 THE SEPTIC_.-TANK. �I."- ,, PEA GRAVEL UNDER TANK I� THIS DESIGN A. L IrI as aI ya r,A6th .��,. f;.. SEPTIC TANK IS INTENDED TO PROVIDE SUBSURFACE SEWAGE'DISPOSAL""ONLY FOR c THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS WORK I5 TO BE AS SHOWN & '..'. N.T.5. EI ELUENT TANK DETAIL • MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF" THE BOARD OF NOTED AND IN ACCORDANCE `::; N.T.S. = WITH MANUFACTURER'S S HEALTH AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND = RECOMMENDATIONS, TRADE ,5 . SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE _ 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF ;HE NEW YORK = ASSOCIATION PUBLISHED STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST"CONCRETE PUMP STATION NOTES EXPANSION 01? REPLACEMENT. RECOMMENDATIONS AND - .-` AS'MANUFACTURED BY FORT MILLER "UR EQUIVALENT. NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF, GENERALLY ACCEPTED LOCAL 1. PUMP TO BE EFFLUENT PUMP _: THE HOME AND THE SEPTIC TANK SIZE IS INCREASED BY A'MINIMUM OF 250 _ CONSTRUCTION INDUSTRY R. 2. ALL STRUC"CURES TO BE PLACED ON FIRM, COMPACT SAND OR GOULDS 1/3 HP EFFLUENT PUMP TOTAL HEAD TO BE DETERMINED GALLONS. PRACTICES. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. " DWELLING -IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED T0: - NECESSARY TO ACHIEVE A STABLE FOUNDATION. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE `I LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK-FLOW RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. , a - '�umanunl 11.��,116I,P,d,;,,,ltli l'lI o1Wlrrnl.n,wa,n�drIs.aJ YWau,�I�sWu.4au.tlL.J,laol'.I4;mwt,waa:u.ul�C .`-,"�' ; 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY ,:,""; CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. `< A .`'_ - :I ACCUMULATION HBY THE HOMPEOWNDERAOR A QUAL10FlEDTSEWAGE HAULER.D }iE DGE w�'arlll .r',�.,., Ir:r y W,Ia.,rt,,,,.,..�.al. s. .a." I� AMOUNT OF. BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND - - ';w I MAINTAINED BY THE HOMEOWNER, THE TANK SHALL BE PUMPED WHENEVER THE ' BOTTOM OF TN E SCUM LAYER IS WITHIN 3" OF"THE BOTTOM OF THE OUTLET, BAFFLE OR SANITARY "T". THE PUMP—OUT CLEARANCES ALSO APPLY TO ANY t KS SHOULBD @ IN MULTI—COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TAN E PUMPED OUT EVERY TWO TO 'THREE YEARS - ' 'I 00 4 -- - WHEN SIc PTiv—TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TE ES, HOUSE SE cX� - ! CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT NAVE _ a - �+-+ , DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. _ � to 1 - CRACKED, OR BROKEN LINES MUST BE REPAIRED OR REPLACED. - +j e �- _ _ ANY COMPA��EY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC.TANK MUST BEA V�J� /\y!14Jp/1 - _ DE :.:, - - - - BE WASHED-OR ' - •,—� _ DISINFECMED ADF SRPBE NGHPUMPED OEUT C TANKS SHOULD NOT �E A 0 d ' OVERFILL TO ALLOW ' - - SEPTIC TANK ADDITIVES SHALL NOT BE USED IN ;THE SEPTIC SYSTEM. , ADDITIVES Q �-" I. ASPHALT PAVING - - _ FOR SETTLEMEtI WHERE ARE UNNECESSARY FOR THE PROPER OPhRATION QF HOUSEHOLD SYSTEMS AND r n, Q - - NOT UNDER PAVING ' MAY CAUSE THESLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED = .r., b CA . INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE -FAILURE '' 0 0 . - v -" .,\,��,�� - ,� ,� � DO NOT DISPOSE OF EXCESS HOUSEHOLD GREASE OR FAT INTO 'THE SEPTIC 'a - ,j��\/��" N '\�//�//�\�// SYSTEM. DQ ;NOT POUR OR DUMP ABNORMAL AMOUNTS OF, HOUSEHOLD CHEMICALS � a OR CLEANERS INTO SINKS OR TOILETS. - --- 4 EARTH - _ 0 N - Q } WHENEVER SEPTIC TANKS ARE TO BE ABANDONED_ IN THE EVENT OF. PUBLIC - SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE 'TANKS SHOULD BE V� - _ . _ _ - �� #" - E Z FLOW 'HD UNIT ° REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE IN. . N 0 / -1\\\ . i I / \ CERTIFIED FOR USE N Z I I UNDER PARKING AREA - NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED' ON ANY PORTION OF t I/ I I - I THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM Q3 _ _, - g7v a , A SO ��\` IN G AS 0 q�1��00�`,_...,�'(lO �, P,P& �.—_ . ��- 3/4" TO 1 1/2" R -FAL AL GRADE SHOULD BE DED T DIVERT" ANY RUNOFF 'AWAY FROM z' CRUSHED STONE THE ABSORF?TION FIELD. - - �+ - ,,,+ - C'` ® - T' ►-� O I . . _ m 9 MAXIMUM SEASONAL HIGH— _ . _ . GROUNDWATER ELEVATION � - - " - - . STANDARD ABSORPTION TRENCH SECTION - — u�.arl..l Alla .,mr W . _ '.I. I 8! ' Iw,l,l n I I am a a I Id 8 . - v N.T.S. - 1 - ,l ' _ - \Zv i I, - - �i/////%///i��, i/ i /i/ . / a /! � i it BARRIER MATERIAL i—It — — I— I - ® , 12 MAX. -IIII. „ 1111 ,,, ,�It;a. i �i , • -- - / i iii ilii �i/�i P . �— — — / -1 I I I — %%///////////%//////%///�%%%%% ` --UUv -. 6” MIN. ' ­-;­I_;�,l­,,L�f"_-��, 2" MIN. � 0O o _ .._ 0 . . ., III IIII, al,w.A.,r ,Ilrr.,,�,...�1, ataalr.14,.L,yr,m. 0Oc�v2SLOPE 06cu 600 _CAD FILE NAME n n ° ,_ a, Qcb` ci�0oC1 o D0 SCALE AS NOTED l:1..i:_�I 1_:­\���_1_;��.l�,,,._,�I�Il,l,��.�.-­—-�.,_�I��IL-I,.-,:11.,-�I,IIIII-�.1I .I I46I�_1�.,,--��:�.;I-I,�IIII-�1 i�i!i;l-:iI�i -.I 0�-(I/I tI2;"1I'T�.-�1 I,.,­,-I�,.'/I I,/�.- .II.I I\-\I��.7,—--��4 I...1 I-�I 1���I.,I�I��.-.I,--�I��.-�LI I� I-�..�I-I-� I L /. �I.I I �� . _�F�TI�._I_9j__Il_II------_.I 1f1. I I I.I��iI<I,I��..����.-.I,1.-�-.,�T..L II�.�--l.I��I.,�I I I I I 1-�.I_�I�1I,_�. I I�1L�1�"..�.A:��'LI�-�_II.I LLI-II LLI'�I I I 1.1_-,...��I.�-��.II�—-I"�-­-L.-II��I.L I�I..II—�­.I 1-,..-:1�L1�1;�I.II,III-�-���,,�.����-,-1��.f.I�II..III\��:���-I I.I11..1L N�,��\,I' I.I�-I.1�I.-��I.I-�II�L.1II�,I II I I­I�I"..�,I.�I.II I��-.I-�,�I\L I.�.I� 6 cI0) `_320 4" PERFORATED PVC LATERAL, ; , - - _ - SLOP 1/16"-1/32" PER FT. RAWN BY - NOTES: -D _ : w�a = ,s�a T_? yC, 'r. _ DRAWING TITLE - 1. END OF ALL DISTRIBUTOR PIPES MUST BE - - _ PLUGGED UNLESS INTERCONNECTED. - N � y ' � _ _ ' + s a .� •' 2. ALL LATERALS TO BE OF EQUAL LENGTH. : .`h.-. SEP TI C _ ;t,'�u= ' = NOTES 8c D ABSORPTION TRENCH PROFILE, �� jk STANDAR - N.T.S. I - ,. .. DETAILS I 2 �- - - I - :iASL+.aS _ - . �o . _ DRAWING No. - � C- 2 I ! - - i