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SEP-000767-2017 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: SEP-000767-2017 Date Issued: Monday, December 17, 2018 This is to certify that work requested to be done as shown by Permit Number SEP-000767-2017 has been completed. Tax Map Number: 290.6-1-23 Location: 19 STONEHURST DR Owner: WILLIAM DERWAY Applicant: WILLIAM DERWAY This structure may be occupied as a: Residential Septic Alteration New D-Box and laterals By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the 400 4 jot, 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 Ila[ Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000767-2017 Tax Map No: 290.6-1-23 Permission is hereby granted to: IBS Septic For property located at: 19 STONEHURST DR 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: WILLIAM DERWAY Septic Disposal-Residential $0.00 Owner Address: 19 Stonehurst DR Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency IBS Septic 2 WARREN ST Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration New D-Box and laterals $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 13,2018 (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 ofueensbu �Ved s a m er 13,2017 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only /S d 742 Bay Road,Queensbury,NY 12804 Permit s: f>e? 7(o-7—a I -7 P:518-761-8256 www.queensbury.net g0, �"� 'a.3 Permit Fee: Tax Map 60 M. $ v invoice #: JYk _ Project Location, f 9 I1e �eL{'s no. Ve /I.SkU Septic Variance? Yes No Primary Owner(s) )3iLL / e LLf Deg wa Mailing Address / 6mebuRJ DR. Phone & Email ]q3 -3OS en11A iq 1- Y!l/%hCt•egm Ecc N s Installer/Builder j� ,$ Se f j c / Mailing Address Lowe - ti v-leli S ueen s sluei 0 Phone & Email g-v 9 Li Engineer13 0 Al C !Ie COIVIMUPd17Y!3_ SBUAY Mailing Address Q Q/ hf / s Z N Phone & Email 57gJ_J J p{ X Yi41 Contact Person for Building&Code Compliance: �r/S �t L L _phone: RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes o 1980 or older Installed? (circle ane) 1981-1991 Spa or Hot Tub Yes No Installed? (circle ane) 1992-Present J '1 D ,930 PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? &LD W T Bedrock/Impervious material At what depth? N!A- Domestic Water Supply _Municipal I Well (if well,water supply from any septic system absorption is_ft.) Percolation Test Rate:_T —per minute per inch (test to be completed by licensed engineer/architect) P-R i,SJ7 nk size 12• gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub stem Absorption field with#2 stone Total length'300 ft.; Each Trench ft. Seepage Pit with#3 stone How many: Size: Alternative System Bed or other type: 0 ve ovi Holding Tank System Total requi ed capacity? tank size ;#of tanks e� Cif l - p a�� % s �ff� �I �4f IAOI NOTES: 1.Alarm syst m ass ated electrical wo must a inspected by a Town a oved electrics inspection agency; 2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. Declaration:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. // PRINT NAME: LL � ��ri�l{(� DATE: 1)-/ 2 /I SIGNATURE: j DATE: / F117 Town of Queensbury Building&Code Enforcement Revised February 2017 INSPECTION WORKSHEET (SEP-008877-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal SEP-000767-2017Permit Case Number:Case Module: Mon Dec 17, 2018Passed Inspection Date:Inspection Status: John O'BrienSeptic Inspector:Inspection Type: 19 STONEHURST DR290.6-1-23 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Primary Owner DERWAY, WILLIAM Granted PermissionIBS Septic Applicant DERWAY, WILLIAM ContractorIBS Septic Checklist ItemPassedComments Building Inspector NotesYES12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. 12/17/18 Septic System Partial Approval - Spoke with Scott Kitchner the design engineer regarding submitting his final report and as-built for the septic system. He said he will forward it to me. 12/17/18 Septic System Approved- Ok to Issue CC! - Received Engineer's Report and As-Built Soil Type: LoamYES Type of Water: Municipal / Well WaterYESWell Waterline separation distanceYES Well separation distanceYES100'+ from neighbors and own well. Dec 17, 2018Page (1) INSPECTION WORKSHEET (SEP-008877-2018) Checklist ItemPassedComments Absorbtion Fields: Total LengthYES300' Length of Each TrenchYES5@60' Depth of TrenchesYESÿþ Size of StoneYES#2 Building to TankYESÿþ Tank to Distribution BoxYESÿþ Distribution box to Field / PitYESÿþ Opening Sealed:YES End CapYES InletOutlet Pipes & BafflesYES Manholes 12 or less below gradeYES \[Provide extension collar if Yes\]YES Locations / SeparationsYES Foundation to TankYESExisting 17' Foundation to AbsorptionYES27' Dec 17, 2018Page (2) INSPECTION WORKSHEET (SEP-008877-2018) Checklist ItemPassedComments Conforms as per Plot PlanYES12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. Engineer Report and As-BuiltYES12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. 12/17/18 Septic System Approved- Ok to Issue CC! - Received Engineer's Report and As-Built Location of system on propertyYESRear right side System Use StatusYES12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. 12/17/18 Septic System Partial Approval - Spoke with Scott Kitchner the design engineer regarding submitting his final report and as-built for the septic system. He said he will forward it to me. 12/17/18 Septic System Approved- Ok to Issue CC! - Received Engineer's Report and As-Built O'Brien, John (Inspector) Dec 17, 2018Page (3) INSPECTION WORKSHEET (SEP-008817-2018) Town of Queensbury - Building and Codes - Fire Marshal 742 Bay Road - (518) 761-8256 Building (518) 761-8206 Fire Marshal SEP-000767-2017Permit Case Number:Case Module: Mon Dec 17, 2018Partial Pass Inspection Date:Inspection Status: John O'BrienSeptic Inspector:Inspection Type: 19 STONEHURST DR290.6-1-23 Job Address:Parcel Number: Queensbury, NY 12804 Contact TypeCompany NameName Granted PermissionIBS Septic ContractorIBS Septic Applicant DERWAY, WILLIAM Primary Owner DERWAY, WILLIAM Checklist ItemPassedComments Building Inspector NotesNO12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. 12/17/18 Septic System Partial Approval - Spoke with Scott Kitchner the design engineer regarding submitting his final report and as-built for the septic system. He said he will forward it to me. Soil Type: LoamYES Type of Water: Municipal / Well WaterYESWell Waterline separation distanceYES Well separation distanceYES100'+ from neighbors and own well. Absorbtion Fields: Total LengthYES300' Dec 17, 2018Page (1) INSPECTION WORKSHEET (SEP-008817-2018) Checklist ItemPassedComments Length of Each TrenchYES5@60' Depth of TrenchesYESÿþ Size of StoneYES#2 Building to TankYESÿþ Tank to Distribution BoxYESÿþ Distribution box to Field / PitYESÿþ Opening Sealed:YES End CapYES InletOutlet Pipes & BafflesYES Manholes 12 or less below gradeYES \[Provide extension collar if Yes\]YES Locations / SeparationsYES Foundation to TankYESExisting 17' Foundation to AbsorptionYES27' Conforms as per Plot PlanNO12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. Dec 17, 2018Page (2) INSPECTION WORKSHEET (SEP-008817-2018) Checklist ItemPassedComments Engineer Report and As-BuiltNO12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. Location of system on propertyYESRear right side System Use StatusYES12/22/17 Septic System Partial Approval -Provide Engineer's Report and As-Built. 12/17/18 Septic System Partial Approval - Spoke with Scott Kitchner the design engineer regarding submitting his final report and as-built for the septic system. He said he will forward it to me. O'Brien, John (Inspector) Dec 17, 2018Page (3) / TO BE REPLACED : Alofi- :TR NGf / (IF REQUIRED) GROUND SURFACE ILN - K cJ ��P `ti�J E T I/S 6 DISTRIBUTION BOX R F " �'-CPE / Ing' K / . . ' MIN I�„ �1A Ydcxsrrc WR+N PER FT. �} SER I �32 f 71 SLOPE I N194 o I SLOPE i , N I EXISTING ; / INSTALL ABSORPTION TRENCH I I DRIVEWAY ? BOTTOMS LEVEL R � � - i I I ' \ 2d MIN SEASONAL HIGH ' � \ � _ GROUNDWATER, LATERALS - 6o LENGTH i /OO : CLAY OR BEDR GK A O SEI- �) 5T PROFILE ! PLOTP(.M I Gni_ /' ;'• �`�-- � NOTE: I '� HAVE SEEN OR OBSERVED ALL. O�JEC��V�. FIELDLAYOUT EXISTING ' , IH I SUCH A° HOUSES, WELLS, TREES, FENCES, ETC 1 SEPTIC- SYSTEM COMPONENTS AND CONSTRUCTION SHALL COMPLY WITH NYSDOH 1996 INDIVIDUAL RESIDENTIAL WASTEWATER TREATMENT SYSTEM, DESIGN HANDBOOK. HOUSE • // ;' / SHOWN I)N THIS OCUMENT.I HAVE PERSONALLY } / EXISTING MEASUREI TH:DIS-A.dCE SET FORTH�ONTHIS IAGf A .., DRIVEWAY i�+'1 �� 1� rl . - EXI5TING / ' I / SIGNAL ts(tE/� .................. . GARAGE I ' L i Al c t 'l FOR I T x E I D .""""" :' ,• O PERMEABLE GEOTEXTILE TAPERED HOLE AND PLUG ............. ' l r T 13AGKFILL W/ EXCAVATED MATERIAL , THE ENGINEER ED SUI BLE BY TYPICAL PVC- PIPE JOINT WHEN DETERMIN TA III �........ ' BACKFILL W/ EXCAVATED _ SUI BLE THE ENGINEER '' /.� INSTALL UNTREATED BUILDING j:.= .I MATERIAL WHEN DETERMINED / I �� z Z d ///�//// ////�// /.% /. " / PAPER OR PERMEABLE GEOTEXTILE / // rA P?Y 5" \ q .5 ? /// // //" ENTIRE TRENCH WIDTH & LENGTH '// // I // // IN HIGH x 2" THICK EXISTING / / / � INTERIOR BAFFLE PERFORATED 4"o SDR35 DISTRIBUTGf / I HOUSE " 3, '_ i//�// /�� PIPE W/ PERFORATIONS INSTALLED DOWN Q T ;' e' a3'° MEETING ASM STANDARDS FOR USE IN \ b.� SEPTI SYSTEMS / z G 4, MIN. EXISTING g 3 4y, N i 6" MIN. _' �+� 2 P GARAGE I N -`_*��.�.,4=t .=�a,��o _ _ O I . . . ..".".'.".�.'. . . .'.'. .'.".'. . CRUSHED STONE/ 3/4" MIN. TO az� a•;-; `b�„� v� � .v y' 0 0� e / DISTRIpUf•ION EXI`�TI G Z . .:.". .:.:. . . . . . . . .:.:.:.:. WASHED GRAVEL 11/2" MAX. PA O "�..•;' z 'A- SEFrI6 _ � �� - pETD �+ WASHED, CRUSHED STATE/GRAVEL I LEVEL TRENCH BOTTOM F11250 II" rATK�O REMAIN (3/4 - 1 I/2" AGGREGATE) � 1=III=III=III=III-III-III- 11-111-1 H-1 11-1 177;fmAMENDED SOIL: PERGGLATION _ _ _ RATE TO BE 5 MINUTES, UP TO = _ _ _ -I I I1 11-I 11=1 11=1 11=1 I MI 1 I I-1 11=1 11=1 11=1 I IE I tF I I-III-III-I I IMI mi I la I E A MAXIMUM of 10 MIN/INCH I I I-I I I=I I I=111=111=111=11511 I=I I I-111: 0. 979 Acre o -I I MI -III=111=III=T1=�I 1 11=1 I Il 1=1 I IEI 1=111=T-I 1=1 1=I / OUTLETS j \' (42,x43 sq.tt.) j I-III=III=III-III-III-III= UNDISTURBED SOIL - HI=III=III=III-III=III=III-III=III=III: (13) a" aKNOGKouTS =111=1 I Ed 11111=111-111=11 I I I-I I I-I I I-I I I-I I I=I I I=111=1 I E=I I I=1 � I I DI9TRIpl1rIGN III I I l;III;III;III;III;I i l l l l l l l;l l l; z�Z w/HDPE PIPE SEALS _ _ \ r0 ; GROUND WATER, BEDROCK_ �%/%%D'//%%%///% 0�///'%///'. M REPLACED OR IMPERVIOUS LAYER (SEE NOTE) NOTES: I. D-BOX COVER SHALL BE LOCATED A MINIMUM OF 12" BELOW FINISHED GRADE- / D-BOX SHALL BE.BEDDED WITH A MINIMUM 12" OF GLEAN SAND, PEA GRAVEL, OR AGGREGATE. GROSS-SECTIONAL VIEW LONGITUDINAL VIEW 3. INVERT ELEVATIONS OF ALL CUTLET PIPES MUST BE EQUAL. USE OF SPEED LEVELING NOTES: 1) DO NOT INSTALL TRENCH IN WET SOIL. 4" THEI SLOPE OF 6 16 aUOUTLET'PIPES BETWEEN THE DISTRIBUTION BOX AND DISTRIBUTOR LATERALS ' f 2) RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL OR STONE. SHOULD BE AT LEAST 1/8" PER FOOT. LAnE AL TAMP 5. BAFFLE REQUIRED. LATERALS MID \ I 3) END C-7= ALL DISTRIBUTOR PIPES.MUST BE GAPPED. 6. INSTALL USING WATER LEVEL METHOD. / DISTRIpUTIGN PIPING \ 4) 5LG1'E DISTRIBUTOR PIPE I/16" - I/ " PER FT. 7. USE FORT MILLER #3 DISTRIi3UTION BOX GR APPROVED EQUAL SUITABLE FOR 50� EXPANSION. I To M REMOVED \ 5) IF VERTICAL SEPARATION CANNOT BE OBTAINED, USE ALTERNATE METHOD. / ') \ 6) AGGREGATE BENEATH PERFORATED PIPE SHALL EXTEND A MINIMUM OF I Fr. BEYOND EACH END GF THE PIPE- ; H.` DISTIBUTIOI� 01C I7ET,�1�. i \ , , TYPICAL AE35ORPTION TRENCH DETAIL 71 i DESIGN LIMITS: I I FLOW RATE (GALLONS/DAY) / REPLACE EkSTINFi * THE BEST DESIGNED AND INSTALLED SEPTIC TANK SYSTEM WILL EVENTUALLY EXHAUST THE SOIL TOWN ��C �� " '"I�Y AV--VWr1ON FIELD IN-KIND PERCOLATION 2 BEDROOMS 3 BEDROOMS 4 BEDROOMS 5 BEDROOMS 6 BEDROOMS INFILTRATION CAPABILITIES & FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. 1 A� g �rygw / WITH 5 C6NVENTIONAL RATEC p yj �_��1-®�itlG Cat TRENCHES AT 00 LP EACH (MIN./INCH) 220 1260 1300 330 1390 450 440 1520 1600 550 1650 175o 660 1780 I 900 * INADEQUATE SEPTIC, TANK MAINTENANCE GAN RESULT IN CLOGGING OF THE TANK AND/OR PIPING I (eE DE516N pA515) RESL,LTING IN SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND Reviewed � l 108 125 I.138 162 187 1184 216 250 1230 270 312 (275 325 374 SURFACE. FAILURE TO PERIODICALLY GLEAN A SEPTIC TANK, GGMMONLY RESILTs IN CLOGGING OF �-- SOIL,SURROUNDING THE ABSORPTION FIELD BY OVERFLOWING 50LIDS, NOT REMOVED BY THE SEPTIC Date: 6 - 7 IIO 130 150 165 195 225 1220 260 300 )275 325 375 1330 390 450 TANK. A TWO (2) YEAR CLEANING CYCLE SHOULD BE MAINTAINED. ""`4 "b 8 - 10 123 145 167 184 217 250 1245 290 1333 1306 1 360 1417 1367 J 433 I 500 1. THIS DESIGN IS INTENDED TO PROVIDE 5UB5URFAGE SEWAGE DISPOSAL FOR THIS LOT AND A SINGLE DWELLING ONLY. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THI5 II - 15 138 162 155-.1207 244 281 275 325 375 344 406 469 413 488 563 HOUSE WITHOUT THE APPROVAL OF THE LOCAL AUTHORITY AND REDESIGN OF THE SUBSURFACE 16 - 20 158 1186 214 1236 1279 321 1315 1372 1429 1393 464 1536 472 1557 I 643 DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION ORIGINAL SOIL DATA: SEPTIC SYSTEM DESIGN NOTES: FOR FUTURE EXPANSION OR REPLACEMENT. 501E DATA OBTAINED ON 12/6/17 AND 21 - 30 184 1217 1250 1275 1 325 375 I '%0 433 1500 1459 542 1625 550 1650 I 750 2" IF GARBAGE GRINDERS ARE INSTALLED, THE SEPTIC TANKS MUST HAVE A DUAL COMPARTMENT WITNESSED BY SCOTT E. KITGHNER, PE SIZING: DESIGN WITH A GAS DEFLECTION BAFFLE AND THE SURFACE AREA MUST BE INCREASED BY 7 5 SITE DESIGNED FOR AN 1-5 MINUTE PERG 31 - 45 220 1260 1306 1330 1390 450 1440 1520 �600 �550 650 1750 660 1780 I 900 Q" FT. AND THE TOTAL TANK VOLUME MUST BE INCREASED BY 250 GALLONS. PERG. HOLES: APPLICATION RATE: 1.20 GAL/DAY/SF 46 - 60 245 1290 333 367 1433 500 (459 578 1667 1 612 722 1833 734 1867 11000* 3. NO SUMP PUMP, WATER SOFTENER, GUTTERS, FOOTING DRAINS, SPAS, HOT TUBS OR WHIRPOGLS PRE-SOAKED BEGINNING ON 12/5/17 PROPOSED LEACH FIELD DOSING N,7F REQUIRED I DOSING OR ALTERNATE DE51GN REQUIRED SHALL BE DRAINED INTO THIS SYSTEM. PI STABILIZED RATE - 4 MIN. 55 SEG. 3-BEDROOM HOME AVERAGE USAGE: 330 GAL/DAY /��I - (,, �I }�I j j 4. DWELLING TO HAVE WATER SAVING FIXTURES, INGLUPING BUT NOT LIMITED TO: LESS THAN 2 STABILIZED RATE - 4 MIN.145 SEG. 0330 COAL/DAY)/(1.20 COAL/DAY/SF) = 275 SF ` U I D A 5O PT I O `t TRENCH LENGTH GPM SHOWER READS, LOW WATER USE TOILETS & SINK FLOW RESTRIGTORS. 1 275 5F/2 FT (TRENCH WIDTH) = 137.5 LF (REgUIRED) REQUIRED SEPAPATION DISTANCES 5. OBSERVE WATER CONSERVATION PRACTICES. i 5 AT 6o LF = 300 LF (PROPOSED REPLACEMENT IN KIND) DEEP HOLES: F=ROM WASTEWATER SYSTEM COMPONENTS: SEP C SYSTEM GENERAL NOTES: N 1.) BASED oN 2 FOOT WIDE -BENCH WIDTH AND APPL16ATM RATES of 12 GPD/SF. 6. SEPTIC, TANKS SHALL BE INSPECTED ANNUALLY TO DETERMINE 66L�M AND SLUDGE AGGUvULATION �DI p 2.) SOIL PERCOLATION TESTS SHALL BE PERFORMED ON EACH LOT AND USEP TO DESIGN THE BY THE HOMEOWNER OR A QUALIFIED SEPTAGE HALLER. THE AMOUNT OF BUILD-UP NOTED AT I�EPLAGEMENT SYST�M NOTES: INDIVIDUAL SEPTIC SYSTEM ON THAT LOT ONLY. EACH.SHOULD.DE RECORDED AND MAINTAINED IN A RECORD BOOK. THE TANK 16HALL BE PUMPED , _-0"-8" TOPSOIL I. THERE 5gA"L BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR WHENEVER THE BOTTOM OF THE SCUM LAYER 15 WITHIN THREE INCHES OF T�tE BOrTGM OF THE SYSTEM WELL (F) OR TO STREAM, LAKE DWELLING PROPERTY D PITCH INA&EAPPROV I OF THE DESIGN ENGINEER AND THE TOWN BUILDING INSPECTOR. 3") PESIGN BASED ON 110 GFD PER BEDROOM IN ACCORDANCE WITH APPENDIX 75A. OUTLET BAFFLE. OR SANITARY TEE, OR THE TOP OF THE SLUDGE IS WITHIN r N INCHES OF THE -5"-244" LT. BN.-SAND_ ° DISTRIBUTION BOX TO P?E RELOCATED OUT FROM COMPONENTS 5UCTION LINE WATERCOURSE (B) 4.) DESIGN ASSUMES NO USE OF LARGE VGLLME APPLIANCES, FIXTURES OR GARBAGE GRINDER5. BOTTOM OF THE OUTLET SANITARY TEE. THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY _ UNDER THE EXISTING PATIO-AREA TO MAKE MORE OR WETLAND 2. DESIGN, CAONSTRUGTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST 5.) IF ANY HOUSE PROPOSES TO INSTALL LARGE VOLUME APPLIANCES, FIXTURES OR GARBAGE GHAMP�ER.IN MULTI-GGMPARTMENT TANKS AND TO ANY TANKS IN SERIES IE.,IPum OUT ALL ACCESSIBLE IN THE FUT E. EDITIONS OF: ( -24"-6d' BN.'COARSE SAND HOUSE SEWER 25' IF CAST IRON OR 25 3' Id GRINDERS, THE FINAL SEPTIC SYSTEM DESIGN SHALL BE AMENDED IN AGGORDANCE WITH TABLES TANKS/CHAMBERS AS SOON AS ANY TANK CHAMBER FAILS THE MINIMUM GLEgRANGE). MOST _ WATER TIGHT PVC- WITH O-RING A. NEW I ORK STATE DEPARTMENT OF HEALTH PURL ICATION(S): TANKS SHOULD BE PUMPED GUT EVERY TWO TO THREE YEARS. t ° ( APP DIX 75-A, "WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HGUSEHGLD SYSTEMS". I & 3 OF APPENDIX 75-4 "WASTEWATER TREATMENT STANDARDS - INDIVIDUAL HGUSEHGLD SYSTEMS". EXISTING TREN6,HES AND PIPIN TO BE REMOVED JOINTS) JOINTS, 5d OTHERWISE NO GROUNDWATER ENGGUNTERED AND DISPOSED OF.,AT, AN APPROPRIATE DISPOSAL - B. TOW GF QEENSBURY ZONING ORDINANCE. 7. WHEN SEPTIC, TANK IS PUMPED, THE SEPTIC, TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION, AND SEPTIC TANK 5d 5d Id Id Id TANK OUTLET" PIPE SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO NO SEASONAL GROUNDWATER.ENGGUNTERED FACILITY. 3. THE BUILDER/DEVELOPER 15 OBLIGATED TO FURNISH PUROhASER WITH A LEGIBLE REPRODUCTION OF THE LONGER PERFORM DESIGNED MUST BE REPLACED. CRACKED OF BROKEN LINES MUST BE REPAIRED EFFLUENT LINE TO 5d 5d Id Id Id APPROVED PLAN, OR A LEGIBLE AS-BUILT FACILITIES LAYOUT, AND IDENTIFY THE MAINTENANCE REQUIREMENTS AS OR REPLACED. ADDITIONAL ONE DISTRIBUTION Bax LISTED y THESE PLANS. ABSORPTION FIELD CONSTRUCTION NOTES: •: - (1) Foos of 601L ,To BE REMOVED DISTRIBUTION Box lad IOd 2d Id 2d i • . �- BENEATH EACH EXISTING TRENCH AND..REPLACED I. TRENCH LOCATION AND DEPTHS SHOLLP BE MARKED BY STAKES BEFORE THE TRENCHES ARE EXCAVATED. THE 8. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK AND 5YS(Evt, MUST BE A DEG -0-2 TOPSOIL WITH FILL MATERIAL WITH THAT:ALSO HAS A 4. THE F INC SEWAGE AND WATER FACILITIES MUST BE INSPECTED BY A PROFESSIONAL ENGINEER: I " ABSORPTION FIELD IOd(A) IOd 2d Id 2d A. `ILL MATERIAL PRIOR TO PLACEMENT AND lf'ON GGMPLETION OF PLACEMENT. NATURAL SURFACE SHALL NOT BE 51CNIFIGANTLY DISTURBED. IF THE SITE 15 REGRADED OR SIMILARLY DISTURBED, PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOU.D NOT BE WASHED OR DI5INFEGTED AFTER - VERIFIED 1 TO 5 MINUTES PER INCH PERCOLATION THE SOIL SHALL BE ALLOWED TO STABILIZE AND NEW PERGGLATION TESTS CONDUCTED. BEING PUMPED GDF. SEEPAGE PIT 150(A) IOd 2d ld Id B" i YSTEM CONSTRUCTION PRIOR TO BACKFILL OF PIPING, TANKS, PITS, WELL SEALS, ETC. 12"-24" LT."BN. SAND I RATE. G. ER FINAL GRADING. 9. SEPTIC TANK ADDITIVES SHALL' NOT BE USED IN THE SEPTIC SYSTEMS. 2. THE TRENCH DEPTH SHALL BE AS SHALLOW A5 POSSIBLE, BUT NOT LESS THAN 18 INCHES. AT LEAST 6 INCHES - DRY WELL ROOF 5d 25' 2d C Id P. \N 'AS BUILT" DRAWING MUST BE FURNISHED 6Y THE INSTALLER TO THE OWNER AND BUILDING OF AGGREGATE IS PLACED BELOW TI-En DISTRIBUTION LINE AND 2 INCHES ABOVE THE LINE. THE EARTH COVER S ON. COARSE ,SAND ., AND FOOTING SPEGTOR• OVER THE AGGREGATE SHOULD NOT EXCEED 12 INCHES IN ORDER TO ENHANCE NATURAL AERATION AND NITRAGEN Io" DO NOT DI POSE OF EXCESS HGUSEHGLD GREASE AND FAT IN THE SEPTIC SYSTEM. _ ^�-+ . RAISED OR MOUND Iod(A) IOd 2d Id 2O' 5. NO EXIST VG OR APPROVE? PROP05ED WATER SUPPLY AND/GR SEWAGE FACILITIES GR OTHER SIGNIFIGA�lT UPTAKE BY PLANT LIFE. TRENCHES SHALL BE EXCAVATED TO DESIGN DEPTH WITH BOTTOMS PRACTICALLY LEVEL. �° 01 SYSTEM HEAVY EQUIPMENT SHALL BE KEPT AWAY FROM THE FIELD BEGAU5E THE WEIGHT MAY PERMANENTLY ALTER SOIL 11. WHENEVER SEPTIC, TANKS ARE' TO BE ABANDONED (IE., WHEN PUBLIC SEWERS ,IRE INSTALLED TO � � . PHYSICAL[FEATURES ARE KNOWN r0 BE LOCATED WITHIN 20d OF THIS PROJECT'S LIMITS, EXCEPT AS SHOWN. HANDLE HOUSEHOLD WASTES, T NO GROUNDWATER ENCOUNTERED- '; CHARACTERI5TICS DUE TO COMPAGTIO4, CAUSE TRENCH GAVE-INS, AND/OR MI5ALIGN AND BREAK PIPE. ) HE TANKS SHALL BE REMOVED OR PUMPED OU AND REFILLED WITH WITHIN EXPANSION -H ALL COARSE AREA SMALL I�E OUT FLUSH & REMOVEP 3. TRENCH BOTTOMS ARE TO BE RAKED AND IMMEDIATELY COVERED WITH AT LEAST 6 INCHES OF AGGREGATE. SAND TO PREVENT FUTURE GAVE-INS. NO SEASONAL GROUNDWATER ENGGUNITERED (A) DRAINAGE TO A WAEI I , THESCLOSEST PARTOOFTTD ITREA TREATMENT EMS AGR BSE AT rLEASTTHE 2O0EFEE AWAY FROM THE 6. TREQ, BE REM LOVED WHEREDATT ALL POSSIBLE. SHALLOW TRENCH AND RAISE? SYSTIEM ABSORPTION SYSTEMS DEC q 12. DO NOT-POUR OR DUMP CHEMICAL GLEANERS IN THE SINKS OR TOILETS. ! 3 2017 WEI I FILL MAT�RIAL SHA HAVE A PERMEABILITY RANGE BETWEEN 5 & 30 MINUTES PER INCH. 4.'ANY SMEARED SURFACES ON THE TRENCH WAS ARE TO BE RAKED. DISTRIBUTOR LINES ARE CAREFULLY PLACED - 1 290.6-1-23 SEP-000767-2017 ON THE AGGREGATE AND COVERED WITH AGGREGATE TO A DEPTH OF AT LEAST 2 INCHES OVER THE PIPE. 13" NO VEH16LLAR PARKING OR TRAFFIC SHA BE ALLOWED ON ANY PORTION GF THE SEWAGE TOIL N OF •- (B) MEAN HIGH WATER MARK 7. FILL MAT�RIAL SHA BE ROWED TO SETTLE FOP 6 MONTHS, OR BE MECHANICALLY CONSOLIDATE?. ONLY ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING THE TOP OF THE AGGREGATE TO WITHIN 6 TO 12 INCHE5 Off DISP03AL AREA. Derway, Kell! & William C2UF:rjJS, UIQ ° LIGHT GO,JSTRUGTION EQUIPMENT SHA BE USED WITH MINIMAL 'WORKING" OF THE 60IL & REPETATIVE THE SURFACE BUI1 DING;&P coy (G) FORA SYSTEMS INVOLVING THE PLACEMENT OF FILL MATERIAL, SEPARATION DISTANCES ARE MEASURED FROM THE TOE APPLICATI�IS OF WATER. ENGINEER SHA VERIFY PERCOLATION OF FILL AND ADEQUATE SEPARATION TO _ 14. DO NOT DISCHARGE ROOF= DRAINS ONTO THE GROUND NEAR THE SEPTIC SYST CR ALLOW THE - I �9 StonehurSt Drive � OF SLOPE OF THE FILL. GROUNDW TER AND IMPERMEABLE CONDITIONS PRIOR TO PL-AGEMENT OF LATERALS. 5. IN GRAVITY DISTRIBUTION SYSTEMS, TIE PIPE SHA BE CAREFULLY SLOPED AT BETWEEN % INCH AND Yn INCH DISCHARGE FROM ROOF DRAIN5 TO GO OVER THE LEACH FIEF. REVISED DRAWINGS PER FOOT. GRADES SHA BE DETEFMINER BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVE . (D) ANY WATER SERVICE LINE UNDER PRESSURE (IE. PUBLIC WATER SUPPLY MAIN, HOUSEHOLD SERVICE LINE, WELL TO 15. THE SUBSURFACE DISPOSAL FIEJ7 IS-DESIGNED FOR DOMESTIC WASTEWATER ON-Y.' THE SEPTIC SEPI' ( ` v �j j A (`� t�j rya SYSTEM, HGUSEHGLD SERVICE LINE) LOCATED WITHIN TEN FEET OF ANY ABSORPTION FIELD, SEEPAGE PIT OR SANITARY PRIVY SEf PO SYSTEM IN��'PEGTIONS: 6. AFTER THE UPPER AGGREGATE IS PL\6ED, THE GEOTEXFILE, UNTREATED BUILDING PAPER, HAY OR STRAW IS r0 BE FIE1D IS DESIGNED BASED ON 'THE PROJECTED FLO>^! RATES. ANY USE OF THE BUILDIN65 THAT' a` v 1 l �1 IJL� ►J1�fly �` S� iJHl� L�1r 1 SHALL BE INSTAED INSIDE A LARGER DIAMETER TIGHT JOINT RIGID PIPE & `NATER MAIN TO PROTECT THE POTABLE IMMEDIATELY INSTALLED AND THE TRENCH BACKFILLED WITH NATIVE SOIL. IF THE TRENGIIES CANNOT BE HAS A GREATER DISCHARGE OF WASTEWATER FLOW THAN DESIGNS? WILL REQUIRE REDESIGN OF WATER SUPPLY. IMMEDIATELY BACKFILLED, THEY SHOLID BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL 5UGH AS THE SUBSURFACE DISPOSAL SYSTEM. m T T DRIVE (E) ANY WATER SERVICE LINE UNDER PRESSURE (I.E. PUBLIC WATER SUPPLY MAIN, HOUSEHOLD SERVICE LINE, WELL TO 1 THERE SH LL'BE No GONSTRUGTIGN GF SANITARI FACILITIES (SEPTIC SYSTEMS) WITHIN TREATED BUILDING PAPER TO PREVENT 51DEWA COLLAPSE AND SILTATION INTO THE AGGREGATE. 16. THE STAMP AND SEAL OF THE;ENGINEER ON THE DRAWING 15 FOR THE INTEN� USE ONLY. 1 �1 - 1 10d GF f GLA551FIED BODY GF WATER. CHANGE OF USE INVALIDATES;THE SEAL. HGUSEHGLD SERVICE LINE) GROSSING A SEWER SHALL BE INSTALLED WITH ONE FULL LENGTH GF WATER MAIN CENTERED 7. THE EARTH BACKFILL 15 TO BE MGUt`DED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL TO ALLOW FOR SETTLING C� �T THE GREAT Ai5OVE THE SLAKES EWER SOUPPER MISSISSIPPI TER6NRVEIR ON JOINT APEDASTFAR ADS FOR IWATEROR HE SHA SEWER. SECTION/ON 5.6 OR Off 2' HOUSE TO SEPTIC, TANK: 4" PVC- SCHERLE-40 PIPE WITH TIGHT JOINTS, MINIMUM SLOPE = AND AFTER SETTLEMENT THE ENTIRE AREA SHOULD BE GRADED WITHOUT THE USE OF HEAVY EQUIPMENT AND IT No DIRECT CONNECTIONS BETWEEN THE WATER SUPPLY AND SEPTIC SYSTE S ARE ROWED. WSBURY,� 12804 SEPARATION OF WATER MAINS, SANITARY SEWERS AND STORM SEWERS. 1/4" PER TOOT, WITH GLEANGUT FITTED WITH PROPER FITTING GAPS. SEEDED WITH GRASS. (F) THE MINIMUM SEPARATION DISTANCES BETWEEN A SEPTIC TANK AND COMMUNITY TYPE PUBLIC WATER SUPPLY WELL 3. SEPTIC TANK TO DISTRIBUTION BOX: 4" PVC SGItEDILE 40 PIPE, TIGHT JOINTS, MIN. SLOPE r = I/8" PER Foor. I REVISIONS: SHOULD BE Lod FEET. DISTRIBUTION BOXES AND ABSORPTION FACILITIES (E.G., ABSORPTION TRENCHES/BEDS, SEEPAGE t ADSORPTION "FIELD PE61ON PAT)-A TA f• LE � c OF NE{v PITS, RAISED SYSTEMS, MOUND SYSTEMS, ETC. 6H01P BE LOCATED AT LEAST 200 FEET FROM COMMUNITY TYPE PUBLIC ! Y SCALE =2D WATER SUPPLY WELLS. 4. SANITARY�DISP05A_ FIE17: 4" PERFORATED PLASTIC PIPE, MAX. SLOPE = I/16" PER FOOT, - � `- -��•�,E�1INx0Tcy�jr GAP A NDS. C TOTAL TOTAL PERCOLATION APPLICATION REQUIRED TOTAL PROVIDED PROVIDE SEPTIC `' I 5, DISTRIBUTE BOX SHA BE NEW YORK STATE HEALTH DEPARMENT APPROVED AND SHALL SOW RATE NUMBER OF PROVIDED LENGTH PER r� TOWN OF UEENSBUR RATE RATE LENGTH OF LENGTH TANK SIZE Q Y BE SET DY WATER LEVEL METHOD. SPEED LEVELERS SHA BE USED AND A BAFFLE IS REQUIRED. (KCAL./DAY) BEDROOMS NUMBER OF TRENCH � (MIN./INCH) (MIN./INCH) TRENCHES TREN&IES (GAL.) 2 = WARREN COUNTY, NEW YORK 6. ACTUAL LIVEAR FOOTAGE OF ABSORPTION,FIELD TO BE DETERMINED BASED ON THE SLOWER _ (FEET) TRENCHES (FEET) (FEED) JF PERGGLATION RATE OF THE ORIGINAL IN-SITE SOIL OR THE CONSOLIDATED FILL MATERIAL. I p91096 � DECEMBER 8, 2017 330 3 4 MIN 55 SEG I 1.20 ( 137.5 5 60 300 1,250 (EXISTING)I ARCFESSIONP� ILII SCOTT E. KI TCHNE TOWN, OF QUEENSBURY I N.Y.S. LIC. NO. 091096 I I r I 4- -- --- - - - ---I - - FT F4 - : i - - - TZ - _ 'A'S BUILT ! - - EY'--coo 7(07-zo fl AS BUILT December 17,2018 Mr.John O'Brien Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 RE: Septic Replacement System—19 Stonehurst Drive Dear O'Brien: This letter is to certify that the replacement septic absorption field at 19 Stonehurst Drive in the Town of Queensbury,NY was constructed in accordance with the approved plans. If you have any additional questions or concerns,please feel free to contact me at your convenience. Sincerely, 4,OF NEW y Scott E. Kitchner,PE r 0 7 r:" ‘.-e_4 II `,i inri 170 Bain Road 0 i � "_ Argyle,NY 12809 ``: - Cell: (518)312-2675 t 09,096 Fax:(518)581-1209 Az �, skitchnerna,stewartsshops.com OSSIOP ��+ DEC 17 2t1- j1,1 TOWN OF.._--- TOWN URY BUILDING& COC E:S C E 0 WE DEC 17 2018 TOWN OF QUEENSBURY BUILDING&CODES AS-NJILT SEMO TIE DISTANCES SWIND TIE LOCATION SYSTEM _ (corner Patio)(corner Patio)(Corner Patio) D-" 9'-7 START FIR5T LATERAL - ` ErD FIRST LATERAL START LAST LATERAL Ern usr LAT92PL - Tam sd-" DRIVEWAY ! ® J \ r �\ j I........_._ \ I EXIsnN6 HOIEiE :..............: _ f EasT1N6 Emnw, j f DwvaaAAS BUILT Y � ILT . 6ARME _ i................... ' i ` t:xlsriN6 ........, J f OOZE t f EXISTINS 1 6ARAGE I exlsn (I FA 0 r 0.979 Acre J 1 (4Z643 q.ft.) j r G r r 1 l ' I I 1 I r 1 i ! r r r 1 SEPTIC SYSTEM DESIGN — REPLACEMENT SYSTEM AS—BUILT 19 STONEHURST DRIVE QUEENSBURY, NY 12804 THE SEPTIC SYSTEM COMPONENTS FOR THIS PROJECT WERE REWSIONS, CONSTRUCTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS !tP��Of NNEI�YO SCALE.' 1`=20� AND THE RENSSELAER COUNTY DEPARTMENT OF DEPARTMENT OF ,p HEALTH PERMIT NO.BL-/67-OM-C- TOWN OF QUEENSBURY {J WARREN COUNTY,NEW YORK tJ r / rp 91 DECEMBER 17,2018 O SCOTT E.KITCHNER,PE LICENSE#091096 Ffss♦� 5COTT E.KITCHNER P.E. N.Y.S LIG NO.091096