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2008-509 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080509 Date Issued: Thursday, January 29, 2009 This is to certify that work requested to be done as shown by Permit Number P20080509 has been completed. Tax Map Number. 523400-240-006-0001-027-000-0000 Location: 5 HANNEFORD Rd Owner. JOSEPH & JILL BARONE Applicant: JOSEPH & JILL BARONE 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 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& de orcement 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: P20080509 Application Number. A20080509 Tax Map No: 523400-240-006-0001-027-000-0000 Permission is hereby granted to: JOSEPH &JILL BARONE For property located at: 5 HANNEFORD Rd 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: JOSEPH &JILL BARONE 5 HANNEFORD Rd Septic Alteration Residential QUEENSBURY,NY 12804 Total value Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2008-509 septic alteration residential $25.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, October 01, 2009 (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 thr'6 of Que/i sb , tednesday, October 01,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement s_rrrrrrr rwwrrwwrwrrrr rrrrrwrrrrr.rr r_rr_rwwr r__r_rw _ wr_rrrrwr rwrrr r_rrrrwr rw rr r__w rr OFFICE USE ONLY - �' ;r 2140, -Z_ 70 TAX MAP N , PERMIT NO. � � PERMI FE5�� ��✓ 'E _- APPROVALS: ZONING TOWN CLERK_ ; APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMITI A PERMIT_MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMjT.' "»`\ /1 OV�NER: ►} n Cp h�� INSTALLER: L� c ls-r c,c e C ADDRESS: 1 6J_Q_Lre V�3rd Pa ADDRESS:( Q C�r�, 3� 3el i' 1 ,' _ , ` his 173 � PHONI�NOS. PHONE NOS. LOCATION OF INSTALLATION: �EltAr�r2 �y d .e t, .. .._._..............................................................................................................................................................1...........;........................................................................... RESIDENCE INFORMATION. YEAR BUILT BEDROOMS X i COMPUTATION= 1 = TOTAL DAILY FLOW C ' i._................I.............I........-...................................................;........... ...................,................,.....................,,,....,,..,,..i........,..;.........................................................................., X 1 150 gallon per bedroom i = ; INSTALLED?RINO dR GARBAGE 1980 or older g 1981 -1991 X ; 130 gallon per bedroom SPA OR HOT TU& - ..................................................._.......................................;...........;......................._.................................-...........«-.-.....„.........................................................................; 1992-present ' X 110 gallon per bedroom j = 3 INSTALLED? i-...........� ..............-......._........... ............................. 1......._#............_........................................._.......................................... . ....................•......................... PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM_ CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCMMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL - WELD_ (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS 5 - FT. " ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) E OPOSEDSYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by cense bfessional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 ons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: 10_GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: k'x 3u FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH FT. X FT. 1 ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. { ✓ BED SYSTEM SIZE: ` X � ✓ ALTERNATIVE SYSTEM: 1-)&, LENGTH AND/OR SIZE t,)� ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: l�l'9 /SIZE OF EACH g) ✓ GALLONS./TOTAL CAPACITY:^GAL. NOTE: ALARM SYSTEM 1AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN E ':i 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 b these and all requirements of the Town of QUESTIONS? CALL nsbur . OR EMAIL g Y q codes�c�ueensbury.net QueenSbt{ry Sanitary Sewage Disposal Ordinance. 1 VISIT OUR WEBSITE FOR MORE INFORMATION www.au Snsbury.net Sign ure of P son Responsible Date Town of Queensbury a Community Development Office • 742 Bay Road, Queensbury, NY 12804 A Septic Inspection Repoli Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/gym Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: r NAME: PERMIT NO.: tQ&-,5- LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay 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 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 &Baffles Y N Location Separations Foundation to tank Foundation to absorption ft. LG 8 Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built I Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear Svstem Use Slatus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: j u am/pp Depart: am/pm 742 Bay Rd.,Queensbu NY 12804 Inspector's Initials: NAME: ro^ PERMIT NO.: - I LOCATION: S k. INSPECT ON: /T Z G RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay _Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance (kJ ft. Other wells: ft. -- Absorption Field: Total length ft. �` �� �� �p ,r•� Length of each trench 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 ly ield f PitO enin Sealed: N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption N&ft. Separation of Pits ft. Conforms as per Plot Plan Y N En ineer Report and As-Built Y N Location of System on Property: Fro Rear eft Sid Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No. (518) 761-8256 Date Ins ion request received: Queensbury Building &Code Enforcement Arrive: m/` part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspecto 's Initials: NAME: �� PERMIT NO.: 96 ` LOCATION: _ ,�/..r/�y�O h INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand Loam Clay 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 , Absorption Field: Total length ft. / /0 eve C)- ",r 51 7; 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 &Baffles Y N Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: A oved artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 U\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc 10/02/2008 21:05 5187928511 VAN DUSEN AND STEVES PAGE 01102 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 1.2804 Phone-518-745-4400 Fax --518-792-8511 t 7 ax To: Dave Hatin From: Tom Center Firm: 'Town of Queensbury Pages: 1 Fax: 745-4437 Date: October 2,2008 Re: Septic System Inspection Letter Job#: 492 0 Comments: Dave, Please review the modified shallow absorption bed plan attached. When we removed the existing system. we found two `peaks" of bedrock and they limited our bed size. We have reconfigured the bed to the detail provided and have maintained the separation from bedrock, the well and property lines. Also, the floats between pump "on"and pump "off'will be reset to 5.5 inches to provide a dose that is 80%of the 4"diameter pipe volume. While our original design was more conservative and provided 600 sf of absorption area,this design provides 455 sf of absorption area. The minimum absorption area required is 347 sf based on the original percolation test performed by William Montgomery and our percolation test of the replacement fill material. Our percolation test performed today showed the replacement soils have a stabilized percolation rate of 3 minutes 26 seconds.Therefore,we are still providing an additional 108 sf of absorption area beyond what is required. Please call me at 796-2515 when you have had a chance to review the modified bed, as McGuire Excavating will be prepared to install the system Friday morning. Tom C 10/02/2008 21:05 5187928511 VAN DUSEN AND STEVES PAGE 02/02 v fl /Z. 111 G 1 Aj J. . ' AJ G. V1)7 13 r'f To 7-4'l S F I o f 4(,-,eczT — e I t.�t r,7,' I ` a -ct, 7 ,6 �;� NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-7454400 Fax -518-792-851 August 27, 2008 Project#49274 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Joe Barone—5 Hannaford Road—Replacement Septic System Dear Dave: On June 12, 2008, we meet with Mr. Joseph Barone at his residence on 5 Hannaford Road. The current residence has an existing failed septic system which is proposed to be removed completely and replaced with a code compliant absorption bed in replacement soils. The existing failed system was designed by William Montgomery Jr., PE and consisted of a 1,000 gallon septic tank, a pump station and two 22 ft long E1jen In Drain Absorption trenches. The existing system was designed for a two bedroom home, had a percolation rate of 2.5 minutes per inch and 54 inches of soil above bedrock. This existing system shall be removed completely down. to the bedrock and a minimum to 5 feet outside the sides and ends of the existing field. The replacement soil shall be loamy medium fine sand and installed as per the replacement soil system detail on the attached detail sheet. All removed soils shall be legally and properly disposed of by the owners' contractor. Prior to excavation of the existing system the contractor shall contact the engineer and Town Building department to confirm the limits of the soil removal at the project site. Once the soil area has been excavated and prior to backfilling the contractor shall contact the engineer for an inspection. Lifts shall be installed as per the detail sheet and a percolation test shall be performed by the engineer prior to installation of the absorption bed. The in place percolation rate shall be between 3 —5 minutes per inch. The design flow for this 3 bedroom residence at 110 gpd per bedroom (330 gpd design flow), requires 550 sf of absorptive area. The replacement septic system should be a shallow absorption bed system installed at no more than 6 inches into existing grade. The replacement shallow absorption bed system should consist of a 20 foot wide by 30 foot long absorption bed with a distribution box & 4—25 foot long laterals located to the southeast side of the building. The pump station floats should be changed to 6.5 inches between pump "on" and pump "off'to send a 52 gallon maximum dose to the absorption bed (80% of the pipe volume). Please call me if you have any questions. Sincerely, homas R. Center Cc w/encl.: Joe Barone z : /i LEGEND I I / LANDS OF LYNN LANDS OF MONUMENT FOUND — CD IRON PIPE FOUND — O 623/95, 654i925 R. KENiSTON SWEET IRON PIN SET — • PIPE r ; .Q : '! hty e seen or oas�rvec believe-1 saw evidence of VICKI L. SWEET ANGLE POINT — G 1 FOUND z3.,' : Q: TREE — v N such as house wells, trees, fences, etc., : � - WARREN COUNTY L.1031 P.288 69 5759 18"E +'' s uU%U l'ul1¢. also represent that I have WASi ZINC—TON COUNTI L,815 P.187 WELL — --{ : sHeD ,� istar�ees set forth on the din ra OVERHEAD UTILITIES —`�— — 88,67 STONE WALL — WIRE FENCE x x x w CHAIN LINK FENCE — o 0 0 -7� % "� l \ r PROPOSED Cv v. '... CF.epEp; } CONCRETE `t ADDITION ` PIPE Fil Ui IRvN PINS':; MON. FOUND NO EXISTING SET �;, ..;• •,• , •� "`�. FOUND F .COPY PORCH C �• CV 12 l - " CMP ,•.. O 3v t0.3' INLET �.. . : Q/ (�/ Iy6 ° �:: ';. " . PIPE •� 0 I Og'4OuND 4• PROPOSED 05 ` _ DECK 6 e.s �� EXISTNG 3.r 97 �, N52°Sp „E NOTES: /HODS- �. .' .. ,.. • .� c / �ryr 25• S/` IRON PIN 64.87 REFERENCE DEED; - JOSEPH C. BARONE AND JILL K. BARONE AND RICHAQD A. MCLEOD v DES S_ ,/ �` L :• �' AND DOQOTHY P.MCLEOD TO JOSEPH C. BARON. AND JIL L K. BARON=, [�'�} rn 0 -© : .: ETggSK �' ; DATED FEBRUARY 7, 2001 AND FILED IN THE WARREN COUNTY E ° ' 1 Z CM° ! I OFFICE IN LIBEQ 1205 OF DEEDS AT PAGE 33. CL_RKS m OUTLET ® `L 2. WARREN COUNTY TAX MAP I.D.NO. 20-I-22. �1. , . ' ,. :. 3. SUBJECT TO ANY 21GHTS-OF-WAY AND/OR EASEMENTS OF RECORD. I 4. EXCEPTING AND 2ESEQVING THE RIGHTS OF THE PUBLIC IN AND TO ANY T LANDS LYING WITHIN THE BOUNDS OF l-IANNEFORD ROAD, z' ^ p 5. BOUNDS OF NEW YOQK STATE ROUTE 9L SHOWN AS THEY APPEAR ON p Z 7 1 � \ T3 MAP NO. 87 FOR THE FORT GEOQGE-BRAYTON COUNTY HIGHWAY, NS�I Yg�ilD! ��`rc DATED 1930 AND FILED IN THE WARREN COUNTY CLERK'S OFFICE, c,-G E : = Q•: r� "OF 01} OUf limited B P ,Ae! 4 6. MAP 2`-_RENCE 'SURVEY MAP AND SUBDIVISION OF LANDS O JANE exanin CRANNELL' PREPARED BY SANTO ASSOCIATES P.C., DATED DECEMSER Otlf ' cn l 16, 1996 AND RECORDED IN THE WARREN COUNTY CLERK'S OFFICE IN O I i n (� r' QTC be COn3f comments sh al "� o PLAT CABINET B, SLIDE 85. I I zPL 8 � y / �- #an, and Spe ati i cafing �p I m G ~-�� , 0 �Ofn�fa(ce WIftI ftte Building ate in �ZONING DISTRlCT1 m Z (� �fYftSfate. uiiding � I : ZI I WR-1 (WATERFRONT-RESIDENTIAL ONE ACRE) I O S' ~ � / � / SfD` SETBACK ETeq U LANDS N/I OF r� F20N: 30' REAR/SIDE-25' SHORE=50' `C\i S60°20'35"W / ` (� SCNULZ ., / lU ` 459/953 G : �• � GARAGE� 43.96' Z TOWN OF E BU ; NOTE : : `6020,zs, „� T QUE S �w BUILDING & O - - < .. PROPERTY LINE ALONG ROUTE 91 HAS BEEN ASSUMED TO BE 7j � R I t its FRONT WITH REGARD TO SETBACK REO 12rMENTS. REGUIR=D i �.j? Q Re B ! ' • pt I SETBACK DISTANCES ALONG HANNEFCRD ROAD ARE UNCLEAR, LANDS O'-" 23,7' PPE Date: jI WILLIAMSON FOUND 1 b07/795, 60?l706 2 8-13-02 JMM ACS P : OSED D PIPE / FOUND 1 8-07-02 JMM ACS PROPOSED ADDI I N REVISED HOBS—: 0 6-21-00 LLB ACS ORIGINAL SURVEY DATE / RE V. CA TE I BY I CHK. DESCRIPTION Certifications indicated hereon signify that this survey was prepared in accordance with the ! existing Code of Practice of Land Surveys adopter by the N.Y. State Association of }t I tj SURVEY MAP OFF C t arofessionol Land Surveyors. Said certifications snap run only to the title company, t t i governments' oeency, and lending institution lister nereor and to the assignees of the lending _ r;% E � , i institution. Certifications are not transferable i. cda,tionai institutions or subsequent owners `• r '� ,; }''k k sND , . "I t { t l Unoutnon_ec o!teratlon or oodition to a survey mc0 o-eoring licensed lama surveyor's sect is ENGINEERS • SURVEYORS LaND PLANREF. !> P viciot:on o` Section an7205, Subdivision: 2 of the iN.�. State Eoucotion Low. Only copies rom theoriginal of thissurvey marked with c origins' of the land surveyor's embossed sea, sholi 1691 ROUTE 9 BOX 18 SUITE 226 t e r E De consicerec to be valid copies. CHAUCER SOUARE • CLIFTON PARK, NY 120�5 , PHONE: (5i8) 383-8001 • FAX: (518) 383-E026 1 , / a u DRAWN BY: LLS TOWN OF: OUEENSBURY SCALE: i" 40' In addition, o� s s „` k p ti copies from the original D` :ni_ e} marked with on: origlna the � � 1 -, + �; a CHECKED BY: ACS COUNTY OF: WARREN I DWO. NO.: 40346 survey, s,a. cture !r RED shot: De conside ec tt va:ia conies :}^^` n' p , '- �arrn_A65a.atz. 'ill la 5 Kd8,rvec r v w 'Lna tr�red Dupllu.lm 15 a y dzva^0'toollcabie Laws ANOREw C SC aJ rE4T. -. LICEN�_ No. oa,yo, DATE: 06/21/00 I STATE OF: NEW YORK REV.: 2 INSTALLATION OF DISPOSAL FIELDS 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL RECOMMEND ALL ACCESS&CLEANOU7 OPENINGS CONCRETE OR STONE AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY APPROXIMATE BE RAISED TO Sf BELOW MARKER ABOVE ALL DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND FROM THE DISPOSAL FIELD. J�FINISH GRADE FINISH GRADE- f BURRIED COVERS ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND J RECOMMENDED. CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR / 2, NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS TO SPREADING FILL MATERIAL. INLET BAFFLE 1 12' MIN. COVER OVER OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN, 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. ALL STRUCTURES -01 DIsTRIBJTIoN Box 3, AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE BY FORT MILS OR THE WALLS AND FLOOR OFABSORPTION BED SHOULD BE CLEANED DEPARTMENT OF HEALTH STANDARDS. E`UAL AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN MIN. SLOPE 4a Q ==:3 SMEARED SECTIONS CF TRENCH, 1/4' PER FOOT MIN. SLOPE ALL OUTLE`i INVERTS 1/B' PER FOOT 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING 1,000 GAL SEPTIC TANK TO BE SET AT PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE AVEL EXACTLY THE SAME EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND DESTRIBUTION BOX (USE �® LEVELERS OTHER WASTE MATERIAL IN THE STONE AND PIPE. KT� ENCOURAGED) 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE ABSORPTION BED (SEE STANDARD RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ABSORPTION BED DETAIL) CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS FBACKFILL WT►I MODIFlED SOIL i OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID TOPSOIL (5" min.), SEED AND I WITH THE HOLES DOWN IN ALL CASES. MULCH SEPTIC SYSTEM AND ALL ` DISTURBED AREAS IMMEDIATELY AFTER INSTALLING SYSTEM 0�V" EXISTING SEPTIC TANK 5 r �oEs N.T.S. 5' MK ENDS 5' MIN.. I I ,r MAX =llfi-il - -�II1= ' 4� MIL. _ . 1 N 6" MIN. EXCAVATE EXISTING SOIL MAAMLIM SEASONAL HIGH J _ I PRIOP TO FILL PLACEMENT GROUNDWATER ELEVATION 6" MIN. INTERCONNECT ENDS OR BEDROCK _ BOTTOM 01= BED 4• PERFORATED PVC OF LATERALS LATERAL, LAID LEVEL CAREFULLY SELECTED FILL MATERIAL, WELL GRADED LOAMY SAND, L—OR WELL GRADEDLOAMY SAND GRAVELS, CONTAINING A MINIMUM OF 1OX SILTS OR CLAYS, NO ORGANIC DEBRIS, AND NO SOLID OBJECTS 2 , STANDARD ABSORPTION RED PROFILE LARGER THAN 3" DIAMETER. IN PLACE PERCOLA11ON RATE OF 3 TO i jr` t 5 MIINUTES. COMPACT FILL IN 5°° UFTS MTH LOW GROUND PRMJRE °T S TRAC.I< MOUNTED DOZER. REEL62EMENT SQI .M T s� �10wM have sp-pn OC o1b,S8;:v':- SWALE AT UPHILL SIDE i GARAGE HOUSE ail obje;-fi'S - ,,., c OF BED TO DRAIN RUNOFF i }U` ' �' ' AWAY FROM BED SLOPED TO DRAIN SIiQ +41 ,n ittls �' i �l SU If'�,J1 �: SEPTIC TANK AT LEAST O l PGJu�au I. UIC� EARTH 50'FROM WELL AND IV ianrf�s set I() l�l FROM HOUSE/PROP. LINE 20'-0" FROM BASEMENT WALL on 6• TO 12" BACKFILL FILL TIGHT JOINT SCH 40 4' PVC PIPE MIN. FILTER FABRIC ON SLOPE OF 1/5' /FT. SEE DOTE 5 ��) I OR GEOTEXTILE DISTRIBUTION eox TILE 1�D I;IATURE / 4" PLATERALTED (SEE NOTE 4 PROPERTY MIN. L SEE NOTE 5 10'MIN. LINE ° 3 4 TO 1 1 2 SEE NOTE 5 CRUSHED STONE (T-) 124 M1 SEWAGE DISPOSAL LAYOUT GROUNDWATER NOES. ELEVATION 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE. SWAMP, DITCH OR WATERCOURSE AND 10' STANDARD ABSORPTION BED SECTION OR MORE FROM ANY WATER LINE UNDER PRESSURE OR IN-GROUND POOL Z FOR SEWAGE PIPE BETINEEN HOUSE AND DISTRIBUTION BOX (j f USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED "NTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. BARONS RESIDENCE REPLACEMENT SEPTIC SYSTE 4. DISPOSAL MOD SHALL BE CONSTRUCTED PARALLEL IVACE ENGINEERING,P.C, HANNEFORD RD DETAILS WITH CONTOUR UNES. 169 HAVILAND ROAD 5. FOR RAID ABsoRPnf>H TRENCH SYSTEMS HORIZONTAL SEPARATION QUEENSBURY, NY DISTANCES SHALL BE MEASURED FROM THE EDGE of THE FILL QUEENSBURY, NY aDH #49274 SCALE: xar TO 9CeL>e DATE: 08/27/0e