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2014-304 TOWN OF QUEENSBURY v's742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20140304 Date Issued: Thursday, September 03, 2015 This is to certify that work requested to be done as shown by Permit Number P20140304 has been completed. Tax Map Number: 523400-304-017-0001-021-000-0000 Location: 39A WARREN St Owner: TIMOTHY& OKSANA SMITH Applicant: TIMOTHY& OKSANA SMITH This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the /� gana Aproperty 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&Co e Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140304 Application Number: A20140304 Tax Map No: 523400-304-017-0001-021-000-0000 Permission is hereby granted to: TIMOTHY& OKSANA SMITH For property located at 39A WARREN St 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 Value Owner Address: TIMOTHY& OKSANA SMITH 32 QUINCY Ln Septic Alteration Residential QUEENSBURY, NY 12804-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency ANDY HAVENS 796-3181 NY 12804-0000 Plans&Specifications 2014-304 Res. Septic Alteration $40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,July 10,2015 (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 To Qu nsbu Ti , s s; ,July 10,2014 SIGNED BY cr 4 - - -4 for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes' - - - IU p(� ��„ ', !1 Received: ��z�, I Tait-Ma IDt 3� al SEPTIC DISPOSAL PERMIT1I l � I� WSW*Permit No.: A permit must be obtained before beginning construction JULo 9 F ' °= ��p MOM it Feer $ /JJ�� Approvals: TO NOFQUEt '^P -�-�' BUILDING& CODES ` Applicant: I I M>O t 1�� �Kh�fJ A Ar-i r1\ Installer!Builder RIO OA � 1AAJ E-03 Address: ('1c1 k R 9-9-F43 AT Address fZo EEta.5Cn ftJ`I tzSo`- Phone: t¶1% Phone 5195- ict(Q-22)1.81 c�tom. SZ-1 -q3S % o\<5Ks k Owner: Location of Installation 3R A u.)Fk act.) ST Address: 6 AMP Phone Contact Person for Building&Code Compliance: A.iJD`-1 1-\R J Ei.)5 - Day Phone: -IND-3(4M Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total Daily Flow 1980 or older x 150 = Garbage Grinder installed? 1981-1991 x 130 = Spa or Hot Tub Installed? 1992—Present x 110 = cerin %ARS wtitr t` 5R‘sia3G Flat)Qe3 Parcel Information: Topography ✓FJaf'Rolling Steep Slope %Slope Soil Nature ✓Sand Loam Clay _Other Groundwater At what depth? `-10 M o rT ...s ,G C ;Z`t Bedrock/Impervious Material At whyt-depth? Domestic Water Supply vt Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- per minute per inch(Test 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 100 O gallon(minimum size 1,000 gallons),add 250 gallons to size of septic tank for each garbage grinder,spa or whirlpool tub 6HRt_LOtc t V-Et3C1A System Type: Absorption Field(with#2 stone) Total length 150 ft. Each trench 2i `5b Seepage Pit(S)(with#3 stone) How many? Size? Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. 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 Sanitary Sewage Disposal Ordinance, Print Name: Or- S N C d i Date: 7-9 - 14 Signature: F ' Date: 1 -S - 1 Li Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: 'rn\tt\ Inspected on: i- Location: 3� �icyyio l S\-re 4± Arrive: �tdii'� J/.m. Permit No.: 12 )14- 3O/ Inspector's Initials: / . i ComA tsandlordia.ram Soil Type: Sand/Loam/Clay V Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft Well Casing Length 50' +/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size. x Stone Size' Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y N End Cap Y N Inlet/Outlet Pipes&Bathes _Y N Manholes 12'or less below grade Y N [provide extension collar if Yes] Y N WW Location l Separations 1-- Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan _N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of S stem s• Prose : Front 'ear Left Side Right Side Middle Front Middle Rear S stem Use S'stus: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report RUCINSKI HALL ARCHITECTURE ,t).441 Ronald Richard Rucinski �� c`� Ethan Peter Hall ACS 627 Maple Avenuegcgci Saratoga Springs NY 12866 Voice 518 5801905 Fax 518 584 5012 Email ephall@nycap.rr.com Septic Inspection Report To: John O'Brien -Town of Queensbury—Building Department From: Ethan Hall Date: 2 September 2015 Re: Tim &Oksana Smith—39A Warren St. —Town of Queensbury At the above referenced project location this office performed on site observations of the installed sewage disposal system prior to backfill and all items including the septic tank, distribution box and laterals appear to have been installed in general conformity with the design drawings. If there are any questions please contact our office. • :BSD `j ","- PET y Regards, Yr Ethan . Hall—Archite•s Rucinski Hall Architectur= °zaa: Y\Smith-Tim&Oksana\site\Septic Letter Letter 12 July 2014doc Town of Queensbury Building &Code Enforcement wed 1 -0 Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: 0/Knewt_ s tl t-i-v) Inspected on: —/ - --/ -/fl i Location: 3 Warren set-. Arrive: f L t a.m. Permit No.: I / X36 y Inspector's Initials: Ador 'ments andlor diagram Soil Type: ea . /fin 4 9- -Qfivs, Type of Watercunici2ZP.Well Water 75fr�'7.3/31 Waterline separation distance ft Well separation distance ft Other wells ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length Ica ft. Length of each trench 'eft. Depth of trenches !Vivi fl Size of Stone Seepage Pits: Number Size: x Stone Size Piping Size Type Building to tank !f t— �$c Tank to Distribution Box 1 c 5 , —55— Distribution iDistribution Box to Field I Pit v 1.1" Vel _ ‘A_t L Q� Opening Sealed: N End Cap NN Inlet/Outlet Pipes&Baffles Manholes 12"or less below grade [provide extension collar if Yes] Y_� Location I Separations Foundation to tank 1D ft Foundation to absorption • 7,1 ft, �7 Separation of Pits ft • • v ,Q2c— c;ITc v�I Conforms as per Plot Plan N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of S stem on Prose Front Rear eft Side g t Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report i I I 1 1 INSTALL SYSTEM PARALLEL TO GRADE ---�_ ALONG TOE OFIBANK - ---------- 50 E 7' — - :^ \\ - 5.46 — .,�• \------------------------ I co 1 ; .X .�, Lu 20' MIN. of \ EXISTING PINE TREE ; \.• \S\ TP -1 I I S \ �•• \• t PT -1 GENERAL NOTES INFORMATION SHOWN ON 'THIS DRAWING IS TAKEN FROM A PLOT PLAN DRAWING PREPARED BY JOHN F. GRADY LEGEND --------- PROPERTY LINE ---------------------- PROPERTY LINE SETBACKS ----------330---------- EXISTING CONTOURS 330 NEW CONTOURS _E —E —E —E — UNDERGROUND ELECTRIC SERVICE ss ss ss — ss — SANITARY SEWER W —W —W —W WATER SERVICE E/P EDGE OF PAVEMENT —CAS—GAS—GAS—GAS— UNDERGROUND GAS SERVICE EXISTING DEEP 0 > w ED 3" AIR SPACE ABOVE "T" TO TOP OF TANK oF- N Q M BETWEEN 10 AND 15 MIN FOR 1". DISPOSAL I 1 i i V T BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY 40-60" LIGHT BROWN/ GRAY SAND MED. w w z Zia U 1 I D=Z V - w 6„ Z I- 1 i i mow � g wzU Lli TO. 14" SOFTENER: SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. T HOUSE I ;wo EXISTING DEEP i > �_ - 48-64 LIGHT GRAY COURSE SAND 3" AIR SPACE ABOVE "T" TO TOP OF TANK oF- 1 SEWAGE M BETWEEN 10 AND 15 MIN FOR 1". DISPOSAL I 1 i i SYSTEM BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY 40-60" LIGHT BROWN/ GRAY SAND MED. NO ROOF, FOOLING, FLOUR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE NOTES 1 I � 6„ CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER 1 1 i i --- - -FUNCTION Lli TO. 14" SOFTENER: SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. ; �I HOUSE I THE SAME THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO ROOTS ELEVATION.' I 1 I 84•-56'-10„ W -- _ _ MOTTLING ®32" THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CRACKEDIOR BROKEN LINES MUST BE REPAIRED OR REPLACED. 1 1 O i ANY COMI,ANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A GROUNDWATER © 40"- CLASSIFIED BODY OF WATER. 1 1 i o 1 1 \v v -------i 1 1 1 TEST PERCOLATION TES INFORMATION P I j INFORMATION �' SLOPE 1/4- PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 1: 0i-48: SEPTIC TANK ADDITIVES SHALL NOT BE USED 1N THE SEPTIC SYSTEM. ADDITIVES THERE SkALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING Q ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND WITH TIGHT JOINTS, MINIMUM PITCH I/8" PER FOOT. SANITARY DISPOSAL FIELD: P o w 3 0 i tD v i i 1 I 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. 90.to PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL ET}IAN P. HALL RUCINSKI HALL ARCHITECTURE ------------------ c� TEST CONSTRUCTION WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE J SURTHE P11ON FILED Y OVERFLOWING SNOT REMOVED BY w g o z o f 3 LATERALS AT 50' �; rc ; ; ; I TEST PIT INFORMATION TAKEN -MAY 2014 BY TOWN BUILDING INSPECTOR. J co ro E o o w F, L-- --------------------------- H - _-44 10'- ---�+ 1 I SHED 1 ETHAN P. -HALL - RUCINSKI HALL ARCHITECTURE I �L m N '- o .. a NEW D -BOX _ ._ _ .-_--_-----—_____TNSRDESiIrINGS DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS _m 2 v r "I N o w e o ------ - - - - c u? ..-.._.: 5 - = T __� I I USE SHALL CCMPLY WTI] THE LATEST EDITION(S) OF THE NEW YORK STATE RATE Zo a rn o g z F I TP DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL _ _ a ° `o = a' > v 0 C w J ~ p �i '_ - :� HOUSEHOLD SYSTEMS APPENDIX 75-A. Do m 3`� Z z I 02 -23 3 W 10g' r- - 0 - ` z co URND >_ ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE o j Ico e\ _- 0-6" TOPSOIL SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED a a o n ° aQ n K EXPANSIOiOR REPLACEMENT. 4 J -- o, GRAVEL c.i a o rn a EXISTING iL�- ------ l/ ; i I 1 I 6-32" LIGHT BROWN MED. SAND a o o = .E o t- 1 1 1,000 GAL �'- —_. _ r"'-' ' ------ —_.--_ I 1 s,. I SEPTIC TANft TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. G a h a o 6 'o v E i SEPTIC TANK ' 1 � 1 -' - - —_ �- 32-48" LIGHT BROWN COURSE SAND - INLET �2" BELOW FLOW LINE, 6" ABOVE FLOW LINE �W wIn >ww I ( TO REMAIN - _ - OUTLET, 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE � 1� ED MARKER ABOVE ALL LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW - EXISTING DEEP i — - �_ - 48-64 LIGHT GRAY COURSE SAND 3" AIR SPACE ABOVE "T" TO TOP OF TANK oF- 1 HOLE PRE-SOAKED M BETWEEN 10 AND 15 MIN FOR 1". , I 1 i i EQUAL BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY 40-60" LIGHT BROWN/ GRAY SAND MED. NO ROOF, FOOLING, FLOUR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE 1 1 I � 6„ CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER 1 1 i i --- - -FUNCTION Lli TO. 14" SOFTENER: SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. f THE SAME THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO ROOTS ELEVATION.' I 1 I 84•-56'-10„ W -- _ _ MOTTLING ®32" THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CRACKEDIOR BROKEN LINES MUST BE REPAIRED OR REPLACED. 1 1 O i ANY COMI,ANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A GROUNDWATER © 40"- CLASSIFIED BODY OF WATER. 1 1 i o S DISTRIBUTION w MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO PERCOLATION TES INFORMATION HOUSE TO SEPTIC TANK: 4"'A PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM j �' SLOPE 1/4- PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 1: 0i-48: SEPTIC TANK ADDITIVES SHALL NOT BE USED 1N THE SEPTIC SYSTEM. ADDITIVES THE HOME: AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND WITH TIGHT JOINTS, MINIMUM PITCH I/8" PER FOOT. SANITARY DISPOSAL FIELD: MAY CAUSE THE SLUDGE AND SCUM IN THE tD TEST PIT INFORMATION TAKEN -1 JULY 2014 BY 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. 90.to PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL ET}IAN P. HALL RUCINSKI HALL ARCHITECTURE ------------------ c� TEST 3: 1-04 FILL MATERIAL TO BE CLEAN SANDY LOAM WITH A PERCOLATION RATE OF 4 11 ES PRIOR TO TIMED IEST APPROXIMATE LINE OF EXISTING GRADE TO SEPTIC TANK i o MAINTAINEU BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER, THE oF- TEST HOLE PRE-SOAKED M BETWEEN 10 AND 15 MIN FOR 1". , I 1 EQUAL BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY a- 0 (0 � 6„ ALL OUTLET INVERTS 128'65' --- - -FUNCTION TO BE SET AT PT -1 TANK Nego`'EXACTLY THE SAME THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO ' ( ELEVATION.' CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE PEA 84•-56'-10„ W -- _ _ GRAVEL ENCOURAGED) CRACKEDIOR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMI,ANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED;OR S DISTRIBUTION MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO �/ BOX SHEU j �' TEST 1: 0i-48: SEPTIC TANK ADDITIVES SHALL NOT BE USED 1N THE SEPTIC SYSTEM. ADDITIVES THE HOME: AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE I TEST 2: U'-56" PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL ------------------ c� TEST 3: 1-04 SURTHE P11ON FILED Y OVERFLOWING SNOT REMOVED BY w ' TEST THE SEPTIC TANK. C) L-- --------------------------- - _-44 W v' EST: 1'-10" Lu 1 i - - .-- 3T 50 _ ._ _ .-_--_-----—_____TNSRDESiIrINGS lIN'IENDE�SO T'RO�LDE_SUBS RFACESEWSOLID -DISPOSAL ONLl' _... I ._ _ _ _- -. __- - __ _ - - _ - ------ - - - - c _ .--' ..-.._.: 5 _ USE 1 TO 5 MIN. PERC. RATE THE LOT ',T IS STIUWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS o MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF �i '_ HEALTHREDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND M 1 I 02 -23 3 W 10g' r- - 0 - ` URND >_ ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE o j e\ _- S 79=56 - - _ EXPANSIOiOR REPLACEMENT. 4 -- o, o _ NO GARBAGE GRINDERS ALLOWED UNLESS INSTALLED IN INITIAL CONSTRUCTION OF THE HOME AND .THE SEPTIC TANK SIZE IS INCREASED BY A MINIMUM OF 250 GALLONS. i-- CONCRETE OR STONE DWELLING IS TO HAVE WATER SAVING FIXTURES INCLUDING BUT NO LIMITED TO: � 1� ED MARKER ABOVE ALL LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW - �� BURIED COVERS RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. RECOMMENDED. I56__30 W 1�_ SEPTIC INK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE 7�=- INLET BAFFLE 12" MIN. OVER ,OVER L (TION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE 1 S I ---"" 133' " ALL STRUCTURES #1 DISTRIBUTION BOX AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED.AND APPROXIMATE LINE OF EXISTING GRADE TO SEPTIC TANK BARRIER MA SITE PLAN 1" = 20'-0" 6" MIN. SLOPE_�� o O n n n n n n n n T o O oR> \_4" PERFORATED PVC LJTERAL, SLOPE 1/16"-1/32" PE FT. NOTES: 1. END OF ALL DISTRIBUTOR PIPES MUST IE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS 'i0 BE OF EQUAL LENGTIJ. SHALLOW ABSORPTION TRENCH PROF N.T.S. I} SEPTIC SCHEMATIC 12' SE:F I IU 5 [5 I LM ULSIIJN DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD WATER SAVING FIXTURES AT 110 gpd jER BEDROOM = 330 gpd EXISTING SEPTIC TANK - 1,00, gal TANK ABSORPTION FIELD - 1 TO 5 ICIN. PERC. RATE - APPLICATION RATE 1.2.0 gal/day/sq. ft. - 330 cpd DIVIDED BY 1.20 gal/day/sq. ft. = 275 sq. ft. OF TRENCH REQ'DTPT 2' WIDTH PER LATERAL. USE 3 LATERALS AT 50' = 300 sq. ft. OF APP I CATION AREA. APPROXIMATE LINE OF EXISTING GRADE J 12" MAX. MAINTAINEU BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER, THE oF- In BY FORT MILLER OR BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET 0 2" MIN. _ iv EQUAL BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY a- 0 (0 � 6„ ALL OUTLET INVERTS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. BARRIER MA SITE PLAN 1" = 20'-0" 6" MIN. SLOPE_�� o O n n n n n n n n T o O oR> \_4" PERFORATED PVC LJTERAL, SLOPE 1/16"-1/32" PE FT. NOTES: 1. END OF ALL DISTRIBUTOR PIPES MUST IE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS 'i0 BE OF EQUAL LENGTIJ. SHALLOW ABSORPTION TRENCH PROF N.T.S. I} SEPTIC SCHEMATIC 12' SE:F I IU 5 [5 I LM ULSIIJN DESIGN FLOW - EXISTING 3 BEDROOM HOUSE WITH STANDARD WATER SAVING FIXTURES AT 110 gpd jER BEDROOM = 330 gpd EXISTING SEPTIC TANK - 1,00, gal TANK ABSORPTION FIELD - 1 TO 5 ICIN. PERC. RATE - APPLICATION RATE 1.2.0 gal/day/sq. ft. - 330 cpd DIVIDED BY 1.20 gal/day/sq. ft. = 275 sq. ft. OF TRENCH REQ'DTPT 2' WIDTH PER LATERAL. USE 3 LATERALS AT 50' = 300 sq. ft. OF APP I CATION AREA. APPROXIMATE LINE OF EXISTING GRADE WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. INTO THE DO NOT DISPOSE OF EXCESS HOUSE[ IN PREMATURE FAILURE. !ABSORPTIONFIELD, RES 4'-0" 2'-0" 15% MAXIMUM SEI TOLD GREASE.OR FAT, INTO THE SEPTIC CROSS SLOPE SYSTEM. 110 NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS' ON SLOPED SITES OR CLEANERS INTO SINKS OR TOILETS. j --OVERFILL TO ALLOW FOR SETTLEMENT WHENEVER, SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS A,FE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE, REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE -1N. NO VEHIC4LAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF N` ` THE ABSC P11ON FIELD OR THE SEWAGE DISPOSAL SYSTEM. o EARTH UNTREATED BUILDING PAPER, O' - FILL OR GEOTEXTILE. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSO PTION FIELD. 4" PERFORATED z LATERAD' CAD FILE NAME - yn ACRD\SMITH 11M & OK: N gEPTI� I OT PLAN SCALE 3/4" TO 1 1/2'I HAVE SEEN OR ODSERVED ALL OBJECTS AS NOTED z_ CRUSHED STONE WEL�3, TREES, FENCES, ETC . SUCH AS HOUSES, 6'-O' SHOWN ON THIS DOCUMCNT. I HAVE PERSONALLY SrAAO DRAWN BY tD N MEASURED THE DISTANCE SIT FCRTHONTHIS DIAGRAM. � p iir DRAWING 111LE ` 1 'ATE 9 " MAXIMUM SEASONAL HIGH- GROUNDWATER IGTI GROUNDWATER ELEVATION SITE PLAN SHALLOW ABSORPTION TRENCH SECTION BUILDIN''�'' �R�' � �'���� G&`+f, SEPTIC TANK N.T.S. �rcTn�E 8c DETAILS DRAWING No. , C-1 MAINTAINEU BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER, THE BY FORT MILLER OR BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET EQUAL BAFFLE OR SANITARY "T". THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY —' 4" PVC rlLO 0 (0 CHAMBER,IN MULTI -COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST.TANKS ALL OUTLET INVERTS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. FROM SEPTIC TO BE SET AT TANK Nego`'EXACTLY THE SAME WHEN SEPIIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES TEES, HOUSE SEWER °°�°°°° ELEVATION.' CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE PEA (USE OF SPEED LEVELERS T)ETERIORATED.AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. GRAVEL ENCOURAGED) CRACKEDIOR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMI,ANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED;OR DISINFECTC�D AFTER BEING PUMPED OUT. DISTRIBUTION �/ BOX SEPTIC TANK ADDITIVES SHALL NOT BE USED 1N THE SEPTIC SYSTEM. ADDITIVES N.T.S. ARE UNNECESSARY FOR THE PROPER OPERATION OF HOUSEHOLD SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. INTO THE DO NOT DISPOSE OF EXCESS HOUSE[ IN PREMATURE FAILURE. !ABSORPTIONFIELD, RES 4'-0" 2'-0" 15% MAXIMUM SEI TOLD GREASE.OR FAT, INTO THE SEPTIC CROSS SLOPE SYSTEM. 110 NOT POUR OR DUMP ABNORMAL AMOUNTS OF HOUSEHOLD CHEMICALS' ON SLOPED SITES OR CLEANERS INTO SINKS OR TOILETS. j --OVERFILL TO ALLOW FOR SETTLEMENT WHENEVER, SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS A,FE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE, REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE -1N. NO VEHIC4LAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF N` ` THE ABSC P11ON FIELD OR THE SEWAGE DISPOSAL SYSTEM. o EARTH UNTREATED BUILDING PAPER, O' - FILL OR GEOTEXTILE. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM THE ABSO PTION FIELD. 4" PERFORATED z LATERAD' CAD FILE NAME - yn ACRD\SMITH 11M & OK: N gEPTI� I OT PLAN SCALE 3/4" TO 1 1/2'I HAVE SEEN OR ODSERVED ALL OBJECTS AS NOTED z_ CRUSHED STONE WEL�3, TREES, FENCES, ETC . SUCH AS HOUSES, 6'-O' SHOWN ON THIS DOCUMCNT. I HAVE PERSONALLY SrAAO DRAWN BY tD N MEASURED THE DISTANCE SIT FCRTHONTHIS DIAGRAM. � p iir DRAWING 111LE ` 1 'ATE 9 " MAXIMUM SEASONAL HIGH- GROUNDWATER IGTI GROUNDWATER ELEVATION SITE PLAN SHALLOW ABSORPTION TRENCH SECTION BUILDIN''�'' �R�' � �'���� G&`+f, SEPTIC TANK N.T.S. �rcTn�E 8c DETAILS DRAWING No. , C-1