Loading...
BOTH-000541-2016 TOWN OF QUEENSBURY 742 Bay Road Queensbury,NY 12804-5904 (518)761-8201 WSW Community Development-Building& Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000541-2016 Date Issued: Tuesday, October 18, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000541-2016 has been completed. Tax Map Number: 253.3-1-20 Location: 1 I KNOLLS RD NORTH Owner: RICHARD WEIHING JR. Applicant: This structure may be occupied as a: By Order of Town Board TOWN ^OF QUEENSSBBURY Issuance of this Certificate of Compliance DOES NOT relieve the 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 s Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000541-2016 Tax Map No: 253.3-1-20 Permission is hereby granted to: RICHARD W EIHING JR. For property located at: 11 KNOLLS RD NORTH 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: RICHARD W EIHING 1R. Septic Disposal $0.00 Owner Address: 11 Knolls RD N Total Value $0.00 Queensbury,NY 12804 Contractor or Builders Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Monday,August 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 expir ation date.) Dated at the Town of ueensb iyrida , u16 SIGNED BY: S �VJ r 70'r the Town of Queensbury. Director of Building&Code Enforcement Revised 4/14/2010 OFFICE USE Qpj C;t TAX MAP NO.`L•J 7 -�� 1�ZPERMIT NO. I�" PERMIT FEE '% qV r QG' r^ APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE A VALID PERMIIT. I^ I S OWNERIC //��GII ( INSTALLER: ADDRESS: hL I• ` l ADDRESS: `L(Q(��11C/P( �(PI rPn ` PHONE NOS. IM PHONE NOS. LOCATION OF INSTALLATION: �O t'' RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT BEDROOMS X Gallons perbedroom = TOTAL DAILY FLOW GARBAGEGRINp€,P 1980orolder X 150 = INSTALLED? /YNR 1981-1991 X 130 = SPA OR HOT T 1992-present X 110 = INSTALLED? _ PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING_ STEEP SLO °hSLOPE Yt ✓ SOIL NATURE: SAND LOAM_ CLAY OTHER_ ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCKIIMPERVIOUS MATERIAL' AT WHAT DHA�T DEPTH? �/1I t1 ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL (Ifwell:water supply from any septicsystem absorption is: " �1 ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH[mpi] (rest to be completed 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: IE- // LON(MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE µ ❑ABSORPTION FIELD(WITH NO.2 STONE) Total lengthft..(Each trench I X _ O SEEPAGE PIT(S)(WITH NO.3 STONE) How many? w Size? f ❑ALTERNATIVE SYSTEM Bed or other type? ❑HOLDING TANK SYSTEM Total required capacity? 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 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 regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary e 9 Disposal Ordinance. �I� J� codes(a)aueensburv.net 1 VISIT OUR WEBSITE FOR MORE INFORMATION Signa a of ofirkon Responsible Date www.Queensburv.net Town of eensbury` Community Development Office742 Bay Road, Queensbury NY 12804 1 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Munhelm,PA 17545 M11NICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit Nn.......................................Cert. N2 42326 Cut-in Card No................... .; iOwner..................... 1. [/ .Z-2-1................... . ................ ............................... ' .,. Location......... ..1_.....1.L.n..A.l.:/,',]...1.d..G?.......V_V._.._.....................CiL.U.G,r./i,.s..la.u.,fir.:1...... Installation Consisting of............S..5a7.f..s...... .......rp..a,..,d.. c.rr.- ................................... ... ,. ... ..................._....................._................................................_........................................... ........._........... Installed By....... .;...0xa.ca,.jz-.L. .........Lie.No................. ............................... ; The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This cor ificate only covers lite electrical equipment and installation conditions as of date. Upon the i introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this .Company shall have the privilege of making inspections at any time, and if its rules are violated.the Company shall have the right to revoke this certificate. Date......../..A'.�.sF.'I,..�j.......... INSPECTORt .E 'lrG c r . +:..,•••.••-.................... Member NAPA.,IA.E.1. . TO 39Vd 0i8Wf1W NOd OBS186Z Z1:Zi 91OZ/11/11 m a -4 a 2"0 VENT ABOVE GENERAL NOTES CD Ln o 4¢'> FIN. GRADE WITH CONCRETE OR STONE BIRD SCREEN - iT'r'Ft()XlI;IP+II -MANHOLE COVER MARKER ABOVE ALL FROM MA TWARRENOCOUNTYTTAX MAP HIS NG IS TAKEN 6t HNISII GRADE (LOCKABLE) AT BURIED COVERS �E SEPTIC SYSTEM DESIGN- •� GRADE G � E D RECOMMENDED. DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD WATER LEGEND - ----. ._ -_ SAVING FIXTURES AT 130 gpd PER BEDROOM = 390 gpd < } -- - - - - - - — PROPERTY LINE Q INLET- BAFFLE 12" CO MIN. VER OVER EXISTING SEPTIC TANK - 1,000 gal TANK TO BE REUSED FOR REBUILT SYSTEM m In HANGER PIPE ALL STRUCTURES DUE TO LOCATION OF GROUNDWATER THE PROPOSED SYSTEM WILL BE INSTALLED - -------------------- PROPERTY LINE SETBACKS Nod DESCRIPTION DATE yF FOR PUMP I 1 DISTRIBUTION BOX AS A SHALLOW SYSTEM AND WILL UTILIZE AN EFFLUENT PUMP CHAMBER TO THE --- - - , , REVISIONS REMOVAL BY FORT MILLER OR PROPOSED TILE FILED LOCATION AS INDICATED. EFFLUENT CHAMBER TO BE 1,000 gal. ---E -E - E -E UNDERGROUND ELECTRIC SERVICE N FROM EXISIlNG EQUAL CONCRETE TANK. ___ Ln I SEPTI(: TANK FRUPri EFFLUEFJT 2°' PVC I*� ss —ss —ss —ss SANITARY SEWER ` 'IAPJK 11K 00 ABSORPTION FIELD - 5 to 7 MIN. PERC. RATE - APPLICATION RATE HIGI I WATER- -�°` I ' 1.0 gal/day/sq. ft. - 390 gpd DIVIDED BY 1.0 gal/day/sq. ft. _ - -W v —V —w WATER SERVICE wo ALARM SWITChI ° °°" ' \ °°° °° b ALL OUTLET INVERTS 39U sq. ft. OF TRENCH REQ D. AT 2 WIDTH PER LATERAL. USE 6 LATERALS N r o� 1 °I °°�'�°°° TO BE SET AT AT 45 = 450 sq. ft. OF APPLICATION AREA. E/f' EDGE OF PAVEMENT W o «`Yr RESERVE CAPACITY 2 �� ,`!-0 EXACTLY THE SAME �' z PEAT Z ~ a °' AFTER ALARM SOUNDS DIS 1. BOX DUE TO THE SOIL CONDITIONS OF THE SITE IT IS PROPOSED TO INSTALL A DUPLEX (,,� Z ELEVATION. START LEVEL f GRAVEL EQUAL TO ONE DAYS �7_--- I --- " EFFLUENT PUMP WITH ALTERNATING DISCHARGE TO SEPARATE IDENTICAL TILE FIELDS o a z (USE OF SPEED LEVELERS M�1.1 r a ' CAPACITY (DUPLEX PUMPS ' REQUIRED) TO ALLOW FOR EACH FIELD TO HAVE LONGER RECOVERY TIME. �- w Q) WI'rll INDIVIDUAL. ALARMS LEVEL COWIROL- _QUICK DISCCNNE(.'r SEWAGE DISPOSAL SYSTEM N OTE a z O SHUT-OFF_LE_V_EL_V u----------------�� 0 OF A SINGLE PUMP AND ------- - --_ - - SLIDING V THERE SH Z < o � SWITCH MAY BE USED IN LIEU Q V) . - j Q n �/ ALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING o aiE } ONE DAYS CAPACI TY) D I S TI t I Q U TI O N B O/'� t, CONSTRUCTION, WITHOUT PRIOR APr ROVAL OF THE DESIGN PROFESSIONAL OR THE 2 o o __ N.T.S. TOWN BUILDING INSPECTOR. < � a o Z H - s; coE W F- 0 r tw--tl N a p Cl- , `. _.. o 0.000 CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION > r�N ` W o '%' _ PROVIDE 3" SAND OR 2i pG�°O OF ALL KI11UW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK a>z Q o o PEA GRAVEL UNDER TANK - `~~ _ ON THE PROJECT. o o c rn a J o C a _ x - _—_-'-- s < a `O LO s p a EFFLI� E1��1 �I� TA { DETAIL _ L o z N.T.S. _ oo m a z } Z .9r --~�---� - { SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. LOR ° C oQI - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE xPUMP STATION NO_�_ES — � O � NO ox OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE w w co cn >u-w 1. PUMP TO BE EFFLUENT PUMP _ ` ` (� ' + . GOULDS MODEL GL38€35-WE15hlll OR EQUAL `1-OTAL HEAL) TO BE DETERMINED � r 3" AIR SF ACE ABOVE "T" TO TOP OF TANK 2. PUMP CONTROL PACKAGE TO BE SUf''PLlED BY P�IAtIUFAC'TUBER. _ NO ROOF, FOOTING, FLOUR, COOLING WATER, BACKWASH DRAINS, ETD., SHALL BE � v . {s I ' CONNECIE'D TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER WORK IS TO BE AS SHOWN & `r AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE - " _ 1 �i SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. NOTED AND IN ACCORDANCE NEW D-BOX- WITH MANUFACTURER'S ------ 1 _ THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OFA RECOMMENDATIONS, TRADE 0� __ ASSOCIATION PUBLISHED - I A_ P !11 I N (� O I M A TI O N 10 0 _ _` l - `' _ I { CLASSIFIED BODY OF WATER. PE 'CQLA MCN GEST INFORMATION T.�ST I � �— `"—�` . .== ���-_a I + RECOMMENDATIONS AND . 1 `~ -- i BUILDING TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM GENERALLY ACCEPTED LOCAL -` CONSTRUCTION INDUSTRY - _ - - ► EXISTING SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 PRACTICES. - P T-� 1 TID-- 1 I --------- __"_=--- "` ----------- I GARDEN + WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 1 _ _ "- I SPACE + 4"�+ PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. _- - M f, PERFORMED IN THE TOP 12" OF SOIL DUE -1-0 LOCATION OF GROUNDWATER 0-4" TOPSOIL MEDIUM BROWN LOAM I L -- --------- l 1 1 h ST CORNER OF THE PROPERTY 4.--40 MEDIUM BROWN LOAMY CLAY { I - `` 1 LOCATED IN THE NOI21 TWE ��==_---_-- � � THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO _ ff I FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK 1st TEST 2 min. 45 sec. MOI-fLING AND WATER SEEPING AT 30" ---` o MAINTENNACE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO 2nd TEST 3 ruin, 20 sec. + i _ r _ ' THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO 3rd TES"f 4 ruin. 00 sec. NrJ ROOT SYSTEM ENCOUNTERED + I _ � - PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL 4th TEST 4 ruin. 10 sec. I _ SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY 5th TEST 4 min. 20 sec. � Gth TEST 4 rain. 25 sec. �.-„ � THE SEPTIC TANK. + NEW SEWAGE DISPOSAL- °:I,4; + TILE FIELD (5 LATERALS THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR C� 00 PERC TEST AND TEST PIT INFORMATION 0 45'-0") { THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS CSI ` I x MAY BE-FIDDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF P T- 2 SHAWN IS FROM AN ADJACENT LOT PERFORMED IN JULY 2.0'14. ATTEMPTED '� APPROXIMATE OUTLINE- �I;��py, ' HEALTH, '1-OWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE D13POSAL SYSTEM. � oo PERFORMED IN THF. TOP 12" OF SOIL DUE TO LOCA110N OF GROUNDWATER Ill,l;r, THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES:_a.ERTIFICA PION FOR F TDST PI r 25 FEB. 2016 ON SUBJECT LUT OF IbIPORTED SAND „1liilf jjl LOCATED IN THE NOR`IHEAST CORNER OF THE PROPERTY L;!p ljlli;'I,i'I;i;l,;l,,,ri'I ' F1 r I� F_E"p NS OSI n _. E MDI _ r CD v+i't. 3E USED L3Y-MIKE BF LL.AC;K OF THE - ' - - -- FILL f'O�n. NEW TILE „r,. ,II,IJ,,,, r_R_ A.I�I u.y .R r'�PLACE. _.r.f. � . :- , CHAZEN COMPAN. FROST DEPTH WOULD FIELD! BED. ►r s-. C,� 1sk TEST 4 rain. 10 sec. ,/ 1 DWELLING IS 1'0 HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED.TO: .� NC?`r ALLOW FOR MORE Th1AN 3 1 LESS TFW4 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOWVD 2nd TEST 4 min. 20 sec. EXCAVATION WITH EQUIPMENT PROVIDED. 3rd TEST 4 rain. 35 sec. I ' RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. DESIGN WILL PROCEED WITH ASSUMED i 4th TEST- 4 min. 50 sec. I v 4) VALUES FROM ADJACENT LOT-ACTUAL SITE SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE U1 .qtr, rEsr 4 rein. 55 sec. LII CONDITIONS WILL BE DETERMINED UPON + j�l�jl ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE ST-ART OF CONSTRUCTION REPUTED LOCATION- I'j„ ' AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND Iljl�� III I'4 H i FOR SEWAGE DISPOSAL DESIGN USE 5-7 tv11P1. SOIL. OF EXISTING SEPTIC ,IIr�,I,II,Ii6lj,ljp ll. ' MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE •�+ + BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET ° BAFFLE 0`� SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY CHAMBER N MULTI COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS NEW EFFLUENT SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. ' PUMP CHAMBER i`' x Q� CY (1,000 GAL) I�j�l i WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER AS REQUIRED II Uij,lr { CONNECTION AND OUTLET SHALL BE INSPECTED. ' BAFFLES TEES THAT HAVE I DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED._ APPROXIMATE EXIS[ING GRADE + EXISTING SEPTIC TANK ,. Q) ' CRACKED OR BROKEN LINES MUST BE REPAIRED OR, REPLACED. TO BE REUSED. PROVIDE O NEW BAFFLE AS 1B" MAX. x + ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK 'MUST BE A a NECESSARY I , ` _ "�' • �+ IIII' DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BEIIW SHEF� jORij `' ID 4; O DISINFECTED AFTER BEING PUMPED OUT. '' � 4J �+ " o (3" MIN. illl��i III'li'if jll,ll 4 MAX. •-:-"v-v r I { . . C�3- V1� SLUP>w� t� ��ou� ?v 1JIII`I,IIi SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. - ,ADDIT�VES --+ s;4 ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS-'AND n_ �a n �� �a ca_tz n o MAY GAUSS THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED t} c>' o I INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. CCS vC�cC>OC� 6" Rx,91 U� \-4" PERFORATED PVC L.ATERAL'; DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SLOPE 1/16"-1/32" PER FT. / SYSTEM. LSO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS + OR CLEANERS INTO SINKS OR TOILETS. NOTES: 1. END OF ALL DIS`IRIBUTOR PIPES MUST BE ` PLUGGED UNLESS INTERCONNECTED. + EXI57lNG 3 Illjljj' I I WHENEVER' SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC � � CUEE�'S��.I + BEDROOM SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE ;. DING [� '� j r' y HOUSE "jj''jllljl''II� JII,Iuj..... + REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO, PREVENT FUTURE CAVE-IN. ' 2. ALL LNIERALS TO BE OF EQUAL LENGTH. I v a Iljflillllii { ��dICW�;CI y _ NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF '}}£= -FRENCH 1 I THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. SHALLOW ABSORPTION I f EN CH P R OEI LE + � FINAL GRANITE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM THE ABSC�RP"riON FIELD. �'�'��' i �w�� �, ��.;� 2'_091 4'--0" 2}--0" 15% MAXIMUM ' 1)II x ' .p f. CROSS SLOPE Ij;lli x �Iil�lj''I �1 ON SLOPED SITES �I',i,i !11 I ,;j GRADING A D I N G NOTES 3 ' ALLOW + �4I!I'Ij'!Iri Il�iili,; 111 ,; OVERFILL TO A..LO p I I i. i ry s �J�j��ip II'I III IIIhj��Illllj j t i ,,,.. ' j','J,il11i BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING �; , � FOR SET 16�j�1� EARTHWORK PHASES SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM a Or �. SWALES AND. DITCHES. ii AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. EAR-iH- _ UNTREATED BUILDING PAPER, { r +19u11 -- (' FILL \, iIJIII'IIIII ALL BARE-EAR1H AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON— CAD FILE NAME �� OR GEOTEXTILE. + -� 2" MAX,— j / ABLY POSSIBLE "r0 PREVENT EROSION, AND EVERY BARE-EARTH AREA SMALL BE APPROXIMATE 4" PERFORATED LATERAL SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER SCALE i { CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE AS NOTED LINE OF EXIST. LABELED AS FULLY MEETING , ' GRADE AS IM STANDARDS FOR USE IN �� DRAWN BY ,�` SEPTIC SYSTEMS. �_ r/ SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES INCORPORATING SEDIMENT �' �DC� �� t}�(D / " / " TRAPS, SHALL. BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER DRAWING TITLE GIeC�c�<> OUc �`�- 3/4" TO 1 1/2" /�' LS GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. I �� t„ftl; WASHED CRUShIED S rONE ED 6'-0! UNE S(MAXIMUHALLPNOT EXCEEDTH OF 30NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETfIN-G SEPTIC PLANS OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND NOTES AND (THERE SHALL BE NO SUBSTITUTION OF TRENCH UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY. GRASS FOR FOUR (4) A > WITIi LEACHING CHAMBERS UNLESS FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 APPROVED BY NYS DUH) MAXIMUM SEASONAL HIGH- _ POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. DETAILS GROUNDWATER ELEVATION ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO � YORK STA GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. =' SHALLOW A SOI ID 1-1 N �I-I=�ENCI�-I �$ P.C1�1af� _ +aw AMI FPF1lICs SEPTIC.PLOT„ DRAWING No. FINAL GRADING SHALL BE DONE TO ACCOMPLISH I-POSITIV� DRAINAG �D ALL OBJECTS SUCH AS HOUSES, WELLS, F EES, FENCES, ETC C- 1 SHOWN ON THIS DOCUMENT,I HAVE PERSONALLY `F ti MEh UP' iE DISTANCE SET FORTH ON THI”^SAG;q► . SIGN TUFE DATE RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 134 Dix Avenue �JG Glens Falls NY 12801 Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Weihing Residence—11 Knolls Road North —Septic As-Built 24 Aug 2016 John O'Brien —Town of Queensbury Building Department 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 pump chamber and the 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, D qRc PETE i;i ; �r "t � Ethan Peter Hall t Y Architect r a7oR� o� 711 AUG Y:\Ivan Bell Septic(IBS)\Weihing Septic\Letter 24 Aug 2016.doc 1 2"0 VENT ABOVE GENERAL NOTES FIN. GRADE WITH BIRD SCREEN CONCRETE OR STONE APPROXIMATE MANHOLE COVER MARKER ABOVE ALL INFORMATION SHOWN ON THIS DRAWING IS TAKEN FINISH GRADE (LOCKABLE) AT BURIED COVERS SEPTIC SYSTEM DESIGN FROM A WARREN COUNTY TAX MAP GRADE FGItRV� D RECOMMENDED. 0 DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD WATER LEGEND j --� SAVING FIXTURES AT 130 gpd PER BEDROOM = 390 gpd `'�--- -- — - - - - - - — PROPERTY LINE PIPE lieINLET BAFFLE 12" MIN. OVER OVER EXISTING SEPTIC TANK - 1,000 gal TANK TO BE REUSED FOR REBUILT SYSTEM 0 I AS-BUILT (24 AUG 2016 1 I /—HANGER ALL STRUCTURES DUE TO LOCATION OF GROUNDWATER THE PROPOSED SYSTEM WILL BE INSTALLED ---------------------- PROPERTY LINE SETBACKS No.l DESCRIPTION DATE FOR PUMP1 DISTRIBUTION BOX AS A SHALLOW SYSTEM AND WILL UTILIZE AN EFFLUENT PUMP CHAMBER TO THE I REMOVAL 4'-0" ' BY FORT MILLER OR PROPOSED TILE FILED LOCATION AS INDICATED. EFFLUENT CHAMBER TO BE 1,000 gal. E —E —E E — UNDERGROUND ELECTRIC SERVICE REVISION S FROM EXISTING - LvJ EQUAL CONCRETE TANK. SEPTIC TANK FROM EFFLUENT 4" PVC ►`s ss —ss —ss —ss SANITARY SEWER TANK I ABSORPTION FIELD - 5 to 7 MIN. PERC. RATE - APPLICATION RATE _ HIGH WATER _ 1.0 gal/day/sq. ft. - 390 gpd DIVIDED BY 1.0 gal/day/sq, ft. = w —w —w —w — WATER SERVICE " ALARM SWITG� ° N a 00 1-408-0011 ALL OUTLET INVERTS 390 sq. ft. OF TRENCH REQ D. AT 2 WIDTH PER LATERAL. USE 6 LATERALSRESERVE CAPACITY 2"O TO 8-°°° TO BE SET AT AT 45' = 450 s ft. OF APPLICATION AREA. w 0 Z DIST. BOX EXACTLY THE SAME q E/P EDGE OF PAVEMENT 0 z AFTER ALARM SOUNDS PEA ELEVATION. DUE TO THE SOIL CONDITIONS OF THE SITE IT IS PROPOSED TO INSTALL A DUPLEX o - EQUAL TO ONE DAYS LEVEL CONTROL- -- -- - -- `—QUICK D GRAVEL z Q w __START__L_E_VE_L (USE OF SPEED LEVELERS EFFLUENT PUMP WITH ALTERNATING DISCHARGE TO SEPARATE IDENTICAL TILE FIELDS o z CAPACITY DUPLEX PUMPS DISCONNECT TO ALLOW FOR EACH FIELD TO HAVE LONGER RECOVERY TIME. �-- �' W w �_� REQUIRED) SEWAGE DISPOSAL SYSTEM NOTES � Wo WITH INDIVIDUAL ALARMS SWITCH SLIDING COUPLER � z � MAY BE USED IN LIEU z U 4 OF A SINGLE PUMP AND _SHUT-OFF LEVEL Q - - - p pp 4 V) ONE DAYS CAPACITY) DISTRIBUTION BOX X CONSTRUCTIONTHERE SHALL S WITHOUTE NO APRIQR APPRO ANGE ON THESE L OF THE DE IGNLANS IN CP®F SSIONAL OR THE E OF OR DURING 0 � o F- � oo N.T,S, TOWN BUILDING INSPECTOR. a z `�- O Zo P _ 2 W � N O PROVIDE 3" SAND OR oo�00 CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION Z 0)cv L o = a -~ OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK w o 0 0 o s o - PEA GRAVEL UNDER TANK _ - �, -'f' ;, Q W w ON THE PROJECT. a �, EFFLUENT TANK DETAIL L _ _ Ao V -,--� N CO CO L N.T.S. �^ - r _ { Of� V) UW ___ SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. c > o - a a PUMP STATION NOTE _ _ __ - - - � � - INLET 12 BELOW FLOW LINE, 6 ABOVE FLOW LINE 1, PUMP TO BE EFFLUENT PUMP _ -- OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE re w w cnn >°c°w GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED - I 3 AIR SPACE ABOVE T TO TOP OF TANK { NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. { CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER WORK IS TO BE AS SHOWN & AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE ' - _ � W '{ SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. NOTED AND !N ACCORDANCE ® NEW D-BOX EXISTING WITH MANUFACTURER'S s __ W GARDEN ` THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A RECOMMENDATIONS, TRADE os _------------ _-" SPACE ` 0 t CLASSIFIED BODY OF WATER. ASSOCIATION PUBLISHED PERCOLATION TEST INFORMATION TEST PIT INFORMATION °_ ----.-=-=-=- "_-- -------- _ 1 RECOMMENDATIONS AND W - ` --------- " -__"--------- ------ ! -- BUILDING TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM GENERALLY ACCEPTED LOCAL =-------- _:_- --------------- �-``"- ____; WW PUMI DISHARGE " CONSTRUCTION INDUSTRY 1 { PIPE CHANGED SLOPE 1/4 PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 P T-® ! TP�' WW __ == --- -- __ Iti TO 4" DIA. FROM { WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT, SANITARY DISPOSAL FIELD: PRACTICES. IN E TOP 12" OF SOIL DUE TO LOCATION OF GROUNDWATER 0-4" TOPSOIL MEDIUM BROWN LOAM I I " ._ -_`.__ -` W 2 PT A 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16 PER FOOT, CAP ALL ENDS. PERFORMED THE _- LOCATED IN THE NORTHWEST CORNER OF THE PROPERTY 4-40" MEDIUM BROWN LOAMY CLAY { t -- _ - __-_ _- W DIST4NCE OF __ { �" - THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO - 4'-C" ENTERING ,` FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK 1st TEST 2 min. 45 sec. MOTTLING AND WATER SEEPING AT 30" W i ----- _ MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO 2nd TEST 3 min. 20 sec. W _ _ THE BUILDING AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO 3rd TEST 4 min. 00 sec. NO ROOT SYSTEM ENCOUNTERED {► I - - PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL 4th TEST 4 min. 10 sec. SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY 5th TEST 4 min. 20 sec. _ 6th TEST 4 min. 25 sec. { THE SEPTIC TANK. NEW SEWAGE DISPOSAL— TILE FIELD (5 LATERALS THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR � 00 PERC TEST AND TEST PIT INFORMATION ` ® 45'-0") �{ THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS PT- 2 SHOWN IS FROM AN ADJACENT LOT 4 IN X MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF � �+ PERFORMED IN THE TOP 12" OF SOIL DUE TO LOCATION OF GROUNDWATER PERFORMED IN JULY 2014, ATTEMPTED ' APPROXIMATE OUTLINE_ f + ' HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. c'A TEST PIT 25 FEB. 2016 ON SUBJECT LOT OF IMPORTED SAND +IilljTHE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR � �`I LOCATED IN THE NORTHEAST CORNER OF THE PROPERTY WITNESSED BY MIKE_ BELLACK OF-WOULD-'THE ll�i+��i'+;i' Ji111�p {ti FUTURE EXPANSION OR REPLACEMENT. c!� '�' � - FILL FOR NEW TILE SII CHAZEN COMPAN: FROST DEPTH WOULD FIELD SED. - 1 st TEST 4 min. 10 sec. I DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: NOT ALLOW FOR MORE THAN 3 LESS.:THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW 2nd TEST 4 min. 20 sec. � ► EXCAVATION WITH EQUIPMENT PROVIDED. { +>'' q� 3rd TEST 4 min. 35 sec. RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. ' DESIGN WILL PROCEED WITH ASSUMED � � 4th TEST 4 min. 50 sec. ct ✓ Q) VALUES FROM ADJACENT LOT-ACTUAL SITE 5th TEST 4 min. 55 sec. X SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE C®1 CONDITIONS WILL BE DETERMINED UPON { 4',(;�tl; REPUTED LOCATION ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE FOR SEWAGE DISPOSAL DESIGN USE 5-7 MIN. SOIL, .. r I QF EXISTING SEPTIC I,I�II {+ AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND START OF CONSTRUCTION 11i+ii J 1IJ,II�Iplll' MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE �d '� { BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET ' Cn { { BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY �A i I , CHAMBER IN MULTI-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS 4) V NEW EFFLUENT X SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. `{ PUMP CHAMBER p!I (1,000 GAL) IWlil+ { WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CCi n AS REQUIRED �� +" I '��,'fl�ll�i�+,+l;,;,1,;;f+ � , � { CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE � .,-.4 �y ► EXISTING SEPTIC TANK "'�" ��'INII�4!I'jl' DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. d APPROXIMATEXISTING GRADE I CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. • "'' i{{ TO BE REUSED. PROVIDE LO � 18" MAX. —I ( (I I I I I— (—;, I I �- f NEW BAFFLE AS � —� +I NECESSARY 'ij X ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A 4 g � I DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR q� " DISINFECTED AFTER BEING PUMPED OUT. Q, 2 MAX. C/ i DU 6 MIN. �b Dia° SLOPE C� O - - I''+''I; SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES -+ QUDC�d�C7 QQc- t�C�r, - � i { ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND 4� n n n n 0_0_0 n 0� n { I MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED U C� �' 0o ' 1 { INTO THE ABSORPTION FIELD RESULTING IN PREMATURE FAILURE. Ct " c llbL c�0©U '��O o o ' 6 CO,CYmo0080� V4" PERFORATED PVC LATERAL, { DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SLOPE 1/16"-1/32" PER FT. �-- SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS NOTES: ► OR CLEANERS INTO SINKS OR TOILETS. 1. END OF ALL DISTRIBUTOR PIPES MUST BE'' ' i' X t PLUGGED UNLESS INTERCONNECTED. { EXISTING �I�l WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC + 3 BEDROOA7 }{ Ij,�;ll + SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE OUSE ,I,.+il 2. ALL LATERALS TO BE OF EQUAL LENGTH. I !+' 1'I'll+l�'1i1.''' ' REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. p {` i NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF SHALLOW A B S O I \P TI O N TRENCH P R O FI Lam` THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. !J V 1! I PROFILE. L. � i` N.T.S. ' FINAL.GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FR®M �< " " ► I THE ABSORPTION FIELD. 4 ;g: f , 21-0#p 4-a 2-0 15% MAXIMUM 3' CROSS SLOPE X Xx , a. I�ii„ GRADING NOTES , �._„ ON SLOPED SITES ' I��Jj� , �,;�� � OVERFILL TO ALLOW lilllii FOR SETTLEMENT { j�i�"�II I,+��i1i"IiI'I BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURINGn - = L�, 0 n�� EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORE a I SWALES AND DITCHES. 6 ° //�\\ N ��//\�� X AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR IJ ;I -r `� !J FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. EARTH UNTREATED BUILDING PAPER, i 1+),I+�,+,�+,�,,Iyiill w FILL �- OR GEOTEXTILE. I',rt,,Uf`I -~'�- ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- CAD FILE NAME 2" MAX, " - ✓ ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE APPROXIMATE 4" PERFORATED LATERAL i - J SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER SCALE AS NOTED LINE OF EXIST. I LABELED AS FULLY MEETING �'' CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE GRADE - -�- ASTM STANDARDS FOR USE IN _ -''� J- DRAWN BY ADD SEPTIC SYSTEMS. io o��Q� +�` p��� �\ SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT ¢ �po�° OQPc ` '"�- 3/4" TO 1 1/2- z /2" TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER DRAWING TITLE z WASHED CRUSHED STONE GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. 6'-O' (MAXIMUM DEPTH OF CRUSHED R - STONE SHALL NOT EXCEED 30") NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING SEPTIC PLANS OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND I cv n WITHER LEACHING BE NO SUBERS TITUTIUNLESON OF TRENCH UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) NOTES TES AN D FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 MAXIMUM SEASONAL HIGH— - APPROVED BY NYS DOH) POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED, DETAILS GROUNDWATER ELEVATION u �n� u ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW Yq� STATE SHALLOW ALLO YY A®SOPP TI ON TPEN Ci-I, SECTION. GUIDELINES FOR URBAN EROSION �c SEDIMENT CONTROL. N.T.S. L� � ' FINAL GR { DRAWING No. iAp GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE C