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2006-149 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: P20060149 Date Issued: Wednesday, January 16, 2008 This is to certify that work requested to be done as shown by Permit Number P20060149 has been completed. Tax Map Number: 523400-239-018-0001-009-000-0000 Location: 9 BIG SLIDE Dr Owner: MICHAEL, ELIZABETH & ANNE MARIE TOOMEY Applicant: MICHAEL, ELIZABETH & ANNE MARIE TOOMEY 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 (e." 4,,.P 4 el, 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 12804-5902 (518)761-8201 IOW Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20060149 Application Number: A20060149 Tax Map No: 523400-239-018-0001-009-000-0000 Permission is hereby granted to: MICHAEL, ELIZABETH &ANNE MARIE TOOMF For property located at: 9 BIG SLIDE 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 Value Owner Address: MICHAEL, ELIZABETH &ANNE T 170 CHESTNUT RIDGE Rd Septic Alteration Residential QUEENSBURY, NY 12804-0000 Total value Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2006-149 SEPTIC ALTERATION $25.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, April 06, 2007 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queens fore the e iration date.) Dated at the Town of e • T ;r„ •, "pri106, 2006 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement C� f OFFICE USE ONLY TAX MAP NO., 3! � ( PERMIT NO`]r�-)9 Q PERMIT FEE t , 0 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 OF A VALID PERMIT. M ^ OWNER: tc 4AEC1 �C D INSTALLER: Cy't M 1 C9 '.3 1�ZL�I�T O(a ADDRESS: b.,cE r CVJ04LY 'KY 17 /}ADDRESS: PHONE NOS. —79 CO v-V 118 PHONE NOS. Coc:1O LOCATION OF INSTALLATION: 1GL �L E.E'De-WE OF=F �T. R L v RESIDENCE YEAR BUILT NO. X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older X 150 gallon per bedroom = GARBAGE GRINDER 1981-1991 X 130gallon = INSTALLED? 1`►0 per bedroom 1992-present "A- X 110 gallon per bedroom = SPA OR HOT TUB INSTALLED? lip PARCEL INFORMATION: *Ft)CrLA-iZE J cJl1�j ATi<D �cNCE 1GIq o'er ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE 15 ✓ SOIL NATURE: SAND % IN LOAM CLAY OTHER 1 1 ✓ GROUNDWATER: AT WHAT DEPTH? >' Co BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? >(Q I DOMESTIC WATER SUPLY: air LAKE MUNICIPAL WELL (IF W WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS 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).Add 250 gallons to the size of the septic tank and leach field for each garbage grinder,spa or whirlpool tub. I SEPTIC TANK: 1CDC)OGALLON(MIN.SIZE IS 1,000 GAL.) TILE FIELD:EACH TRENCH FT. -E►-JEN ✓ TOTAL SYSTEM LENGTH: (pO FT. SEEPAGE PIT(S):HOW MANY? SIZE OF EACH FT.X FT. ✓ SIZE OF STONE TO BE USED:# /DEPTH OR THICKNESS FT. BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE I HOLDING TANK SYSTEM:(If required)NO.OF TANKS: /SIZE OF EACH GAL./TOTAL CAPACITY: GAL. 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 QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesequeensburv.net Sanitary Sewage Disposal Ordinance. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net C-1 ,414%? MAC-Z.42 r ,-zT—O(o Signature of Person Responsible Date /46,c Krr- Foe- ©ek, Lt 14 . Town of Queensbury • Cornnnlnity Development Office • 742 Bay Road, Queensbury, NY 12804 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p part: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 3 PERMIT NO.: LOCATION: y /Jiy . 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. OS -. 0 Absorption Field: Total length — ft. C 3+ 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/ NI Partial End Cap 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 Fro Middle Rear m s: • Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 TOWN OF QUEENSBURY a111111k 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Oak '► Community Development- Building&Codes (518) 761-8256 _41 Inspections per Permit Perniit# P20060149 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 4/4/2007 12:00:00AM Septic Septic Alteration Residential JOEL CLUGSTONE Staff Partial 2006-149 PUMP PIT TO D-BOX 1 1/2" SED 40 PVC NEED 1)PUMP TEST 2)FINAL ELEC. 5/11/2007 12:00:00AM Septic Septic Alteration Residential JOHN O'BRIEN Denied 2006-149 FINAL ELECTRIC OPERATION OF PUMP&ALARMS ENGINEER'S APPROVAL 5/29/2007 12:00:00AM Septic Septic Alteration Residential JOEL CLUGSTONE Staff Approved 2006-149 eng approval on file . V 205' TO LAKE GEORGE WATER SUPPLY 1� FROM NOR ( LAKE GEORGE 1 NEIGHBORING t I WELL O I 1 Ili' • ���OI' 3 BEDROOM El 11 RESIDENCE 00 / 1 I J S�-o / II -9 yec � 10' MIN. / /i o 0� p 4" BLDG. , ' I a �� SERVER ; APPROXIMATE as a / COVER i MATERIAL IL. o S PTIC TANK 1 LIMITS Q I ° / 1.O00 GAL. 1 1 so -- ll ' (MIN.) 1 1 PUM PIT AN P A o / 'r /9ry PUMP ASSEMBLY __.- a 1-1/2"\HDPE _ _ ;' •. T.P.#1'. I °j FORCE MAIN I r �' � I 1\ 1 1 , 94 96 M!!!=EV ' \ - GARAGE II r98 -F 7BM=100 /1 " �-_ - 100 -/ -- -'-� /V SL/D�D--______� z _ (°R/Vl rE) R/VE ELJEN TRENCH SYSTEM _ 400 (3) 20 FT. LATERALS -- 60 LF TOTAL ft �L U.S. ROUTE 9L TO BAY ROAD 11> l TO VILLAGE �J SITE PLAN 0 RY SCALE: 1" = 30' LEGEND: MIN. DENOTES MINIMUM T.P. DENOTES TEST PIT P.T. DENOTES PERC TEST HOPE DENOTES PLAS77C PIPE BLDG. DENOTES BUILDING Septic Inspection Report Office No. (518) 761-8256 Date In ;-,' request received: Queensbury Building &Code Enforcement Arrive: am/ part: am/pm 742 Bay Rd., Queensbury, NY 12804 Ins.- •f's Initials: NAME: ''7 PERMIT NO.: C LOCATION: - z pe Q� INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand j Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. 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/ Partial End Cap Inlet/Outlet Pipes&Baffles _._._Y..,,_N Location/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Engineer Report and As-Built ., Y N N,C.12 APR- L&- Location of System on Property: Front Rear Left Side Right Side Middle Front Mi e Rear m tat s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 41."" IIIIIIIIiIII Ci ENVIRONMENTAL DESIGN PARTNERSHIP,LLP May 22, 2007 Town of Queensbury Community Development Building&Codes Department 742 Bay Road Queensbury,NY 12804 Attn: Dave Hatin Re: Toomey Residence Wastewater System Big Slide Drive Dear Dave: The Toomey residence on Big Slide Drive in the Town of Queensbury is a seasonal use property which has had a replacement septic system installed during the winter months. At various points of the construction I made site visits to witness the installation based on the design plans prepared by the Environmental Design Partnership and approved by your office on April 6, 2006. The approved plans are entitled: Replacement Wastewater System—Toomey Residence Big Slide Drive Tax Map Section 239.18-1-9 Town of Queensbury March 23, 2006 • Sheet 1—Site Plan • Sheet 2—Design,Details and Notes Based on my review of the plans and observation of the installation it is my opinion that the installation of the system is in compliance with the intent of the design plans. Please contact me should you have any questions regarding this system. Sincerely, Dennis MacElroy,PE Cc: Dave Hatin,Town of Queensbury Michael Toomey Bruce Hutchinson—O'Connor Construction 900 Route 146,Clifton Park,New York 12065 phone(518)371-7621 -fax(518)371-9540 lik,_ 't---// -r,r.‘).6 7 . /i/O ? . Septic Inspection Report Office No. (518) 761-8256 Date Ins n die-. - • : P Queensbury Building &Code Enforcement Arrive: %J4) '-part: !.�• • •tit 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: - NAME: ��/ / P M1`T NO.: U /7 / 7 LOCATION: Z�k� �='"� 1, I, SPECTON: .�-P-\\-61 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water �� 07Z Waterline separation distance ft. " 3 ft.Well separation distance • �C7 Other wells: ft.Absorption Field: Total length ft. p ska,s e coil Length of each trench ft. Depth of trenches ft. Q U r 0 G"--- Size of Stone / kk.. 1,. .di Seepage Pits: Number6--)ke— a /�1Gf�' Size: x `/� (.� Stone Size: Piping Size Type Building to tank ` Tank to Distribution Box Distribution Box to Field/ Pit siC Opening Sealed: Y/ N/ Partial ` l N CAL_ e..1..-� -X0(__ End Cap / Inlet/Outlet Pipes&Baffles ____Y Ni . Location/ Separations L-' E_C k\ r()K C.) Foundation to tank ft. Foundation to absorption ft. PQM? P‘L. z z, Separation of Pits ft. Conforms as per Plot Plan —Y,_.._.N Engineer Report and As-Built Y^.N Location of System on Property: ��\L EEQ i� Front Rear Left Side Right Side A L... Middle Front Middle Rear .----' System Use Status: - " proved --- artial Approved needs to be re-inspected, please call the Building &Codes Office pproved Last revised 021006 Last revised 1/6/05 r-T t;2,1 N Pe4e A's Septic Inspection Report Office No. (518) 761-8256 Date Ins•-.4• request received: °'/ai 0 7 Queensbury Building&Code Enforcement Arrive: am/pm�oD�part.. am/pm 742 Bay Rd.,Queensbury, NY 804 Ins.- '•r's Initials: =-� NAME: /l PERMIT NO.: LOCATION: INSPECT ON: RECHECK: / /c f/07 — Comments and/or diagram l Soil pe: Sand:4---L7 / Clay Type of at�r. unicipal/Well Water Waterline separation distance ,/1/6 1VV'ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length - 6 a ft. Length of each trench 2 ft. Depth of trenches a ,.&Ai v 4. ft. Size of Stone Seepage Pits: Number Size: x—.--- Stone Size: Piping Si4e Type�n2 3 � Building to tank It ) . � f �` i` `� Tank to Distribution Box �0 i tr' ( ' T 1 O b V 2 Distribution Box to Field/ Pit is i Opening Sealed: Y/ N/ Partial ,/ 5<9 yoi '(— End Cap Inlet/Outlet Pipes&Baffles _ZY N Location/ Separations Foundation to tank ft. 4 C R_ rC A) Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built Y N . / I) �) � p r 7- Location of System Property: Z� GL .� r /1)k Front fitear Left Side Right Side Middle Front Middle Rear System Use Status: ipproved V Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 o 111111111111 111111111111 ENVIRONMENTAL DESIGN PARTNERSHIP,LLP TRANSMITTAL DATE: March 28,2006 TO: Town of Queensbury Dept. of Buildings and Codes 742 Bay Road 0 Queensbury,NY 12804 ATTN: Dave Hatin,Director RE: Toomey Wastewater System Big Slide Drive WE ARE TRANSMITTING THE FOLLOWING: DESCRIPTION COPIES DATE Application for Septic Disposal System Permit 1 3/27/06 Permit Fee- $25 Design Plans by EDP 2 sets 3/23/06 Replacement Wastewater System— Toomey Residence Big Slide Drive Tax Map Section 239.18-1-9 Sheet 1—Site Plan Sheet 2—Design,Details and Notes REMARKS: Dave .... for your review. This system is planned to include a shallow absorption disposal field. It does not involve a fill system. Any questions .... please contact me in Glens Falls at 761-0317. Thank you FROM: Dennis MacElroy,PE BY: Delivered CC: Michael Toomey 900 Route 146, Clifton Park, New York 12065 phone(518)371-7621 -fax(518)371-9540 36" MIN. FENCE POST I yi 205' TO WATER SUPPLY LAKE GEORGE I FROM p [ 61I •» LAKE GEORGE NO WOVEN WIRE FENCE (14 1/2 GA.. MIN.,MAX. I 6" MESH SPACING) WITH FILTER CLOTH OVER a '• n ��,d� .ta 3`'���+^x�'4a 5��� '3s v '� e,.{•�"«r6. +�. ,4 « �aul NEIGHBORING WELL I c d Y 4 O 20" MIN. ? $" Q 111\ FLOI'y�� UNDISTURBED GRADE3 BEDROOM t I EMBED FILTER CLOTH RESIDENCE MIN. 6" INTO GROUND / x I / 16" MIN. 10' MIN. SECTION f' 4" LDG. O SE,*ER APPROXIMATE 88 I ,/ I _CONSTRUCTION NOTES FOR FABRICATED SILT FENCE COVER I i L 7c0 MATERIAL $ PTIC TANK 1. WOVEN WIRE FENCE: TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T" OR "U" LIMITS I� 100 (�` L, WITH WIRE TIES OR STAPLES. TYPE OR 2' HARDWOODyt ? � ( IN 2. FILTER CLOTH TO 13E FASTENED SECURELY TO WOVEN WIRE 90�aD `� FENCE WITH TIES SPACES EVERY 24" AT TOP AND MID SECTION. . l � � FENCE: WOVEN WIRE. 14 1�2 GA. � 1, cif ., { y / ' 3. WHEN TWO SECTIO114S OF FILTER CLOTH ADJOIN EACH OTHER 6" MAX. MESH OPENING oti PUMPPIT IW/ THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. PUM ASSIEMBLY 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL FILTER CLOTH: FILTER X, SITE LOCATION MAP AI / REMOVED WHEN "BJLGES" DEVELOP IN THE SILT FENCE. 1-1/2"IHDPE� TI140N ORIRAFI OA'PPROVVED ESTABILINQUAL. SCALE: 1" = 2,000' r.P.,pn ' FORCE Ii1tAIN PREFABRICATED UNIT: GEOFAB, T,{'I \� ENVIROFENCE, OR APPROVED EROSION CONTROL AND GRADING NOTES: 94 P. -- % EQUAL. 1) WHENEVER PRACTICAL, EXCAVATION WORK SHALL BE DONE IN PHASED WORK ZONES SO AS NOT TO EXPOSE LARGE AREAS OF UNVEGETATED GROUND AT ANY TIME. EXCAVATED SLOPES SHALL BE BROUGHT TO GARAGE �� ROUGH GRADE, TOPSOILED AND IMMEDIATELY SEEDED AND MULCHED. 98 A + 7HM=100 2) IMMEDIATELY AFTER GRADING, DISTURBED AREAS WHICH WILL NOT p/G — ---_— RECEIVE PAVING OR OTHER PERMANENT COVER SHALL BE TOPSOILED 100 L� SL/DE _ WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, (4" MIN. DEPTH) AND SEEDED BY HAND OR HYDROSEEDING. / MAX. 6" MESH SPACING) / 3) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. ELJEN TRENCH SYSTEM -----__ 10' MAX. CENTER TO CENTER 36" MIN. FENCE POSTS, 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE (3) 20 FT. LATERALS -- DRIVEN MIN. 16" INTO DESIGNATED ON PLANS. 60 LF TOTAL GROUND. 4) TEMPORARY APPLICATIONS OF RYE GRASS AND MULCH SHALL BE APPLIED UNFINISHED FOR EXTENDED PERIODS OF TIME, WHICH ARE - - - - - - - SCHEDULED FOR LANDSCAPING. - --- - -- - - - - - - - - - - - - -I - - - - U.S. ROUTE 9L = _ __-_ _ _ ____' _ _ _ _ _ ____ ____ _ _ 5> SEEDED AREAS SHALL D FULLY COVERED WITH A LEAN STRAW OR TO BAY ROAD z MULCH MATERIAL. F ORDERED BY THE ENGINEER OR MUNICIPALITY, A To VILLAGE - - - _-_- --__ ---- ---- ---- ------=-- - - ----- w — BIODEGRADABLE NETTING SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. _ ____ _ _ r_-_- -_-_ _-_- _-_ _-_- -_-_ _-_-_-_-_ _ _ _ _-_ 6) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO _ +_- ---- -- ---- - - ----- --- -_- - p ESTA6LIS1; S A RESULT OF I^JITIAL APPLICATION. I' - _ _-_- - -_- -_-_-_ _ -_- - - - - -_ _ __ ___ _ _ _ _ _ _ _____ ___ _____ _ 7) EROSION CONTROL BLANKETS SHALL BE APPLIED TO ANY AREA - - - - - - - - - - - - - O DISPLAYING EROSION DUE TO CONCENTRATED STORM WATER RUN—OFF. - - - -- --------- --- ----- 8) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF _ _ _ _ 6" MIN. EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. F 9) CENTERLINE OF LAWN AREA DRAINAGE SWALES SHALL RECEIVE AN SCALE: 1" = 30' PERSPECTIVE VIEW APPLICATION OF EROSION CONTROL BLANKETS, WHERE SHOWN. BLANKETS SHALL BE CURLEX EXCELSIOR, "QUICK GRASS/ QUICK MOW', AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY, OR EQUAL. LEGEND, BLANKETS SHALL BE AFFIXED TO GROUND WITH METAL STAPLES AS MIN. DENOTES MINIMUM PROVIDED BY MANUFACTURER. T.P. DEN07ES PEST PIT DENOTES PERC TEST P. SILT FENCE DETAIL T. TEST 10) BARRIERS SHALL REMAIN IN PLACE UNTIL NEW SEEDING HAS HOPE DENOTES PLASTIC PIPE SUFFICIENTLY GROWN TO STABILIZE COMPLETED EXTRA WORK. BLDG. DENOTES BUILDING NOT TO SCALE 11) EROSION CONTROL BLANKETS (ERO—MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL SLOPES GREATER THAN 3:1 OR AS OTHERWISE SHOWN ON SITE PLANS. AN ORGANIC FIBER PROTECTIVE MAT, HALF — INCH LAYER OF CHOPPED STRAW, KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE MAT TO SOILS INVESTIGATION SLOPE WITH 6" STEEL U—SHAPED STAPLES, 2 STAPLES PER SQUARE YARD. TEST PIT —A TEST PIT WAS INVESTIGATED IN THE AREA OF THE PROPOSED FIELD IN JANUARY 12) MAINTENANCE PROGRAM: ALL EROSION CONTROL MEASURES TO BE 2006. THE FOLLOWING SOILS PROFILE WAS RECORDED: TOWN OF QUEENSBURY INSPECTED DAILY FOR PROPER FUNCTIONING. ANY DAMAGED OR DATE: JANUARY 21, 2006 NONFUNCTIONING DEVICES SHALL BE REPLACED IMMEDIATELY. NO RECORDED BY: DENNIS MACELROY D T. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED BUILDING & WITHOUT APPROVAL OF SITE INSPECTOR. 0 — 6" ORGANIC MATERIAL, FOREST DUFF 13) CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES DURING 6" — 26" SAND, BROWN, SOME SMALL STONE, ROOTS TO 24" REVIEWED BY CONSTRUCTION AS OUTLINED IN THE NEW YORK STATE GUIDELINES FOR ? d URBAN EROSION AND SEDIMENT CONTROL. 26" — 50" LOAMY/FINE SAND, BROWN DATE 14) EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A 50" — 72" MEDIUM FINE SAND, BROWN SCHEMATIC MANNER BASED ON N.Y. STATE GUIDELINES FOR EROSION / AND SEDIMENT CONTROL. IT MAY BE NECESSARY TO ADJUST THE NO INDICATION OF WATER TABLE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE THE PIT WAS LEFT OPENED AT THE SITE AND RE—EXAMINED IN LATE MARCH WITH NO FURTHER RESPONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO OBSERVATION OF GROUND WATER. PROTECT THE SITE. PERCOLATION TEST —DURING AN UNSEASONABLY WARM PERIOD DURING LATE JANUARY AND WITH NO FROST IN THE GROUND TWO PERCOLATION TESTS WERE CONDUCTED IN THE AREA OF REPLACEMENT WA S TEWA TER SYSTEM THE ABSORPTION FIELD. THE FOLLOWING RESULTS WERE RECORDED. DATE: JANUARY 21, TOOMEY RESIDENCE CONDUCTED BY: DENNISNIS MACELROY TEST # 1 —4 MIN./INCH STABILIZED RATE OF NEWyO BIG SLIDE DRI VE TAX MAP SECTION No. 239.18, BLOCK 1, LOT 9 TEST # 2 —4 MIN./INCH STABILIZED RATE ' � S Mq�, ���s �r TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK A SCALE: AS NOTED MARCH 23, 2006 ENVIRONMENTAL DESIGN PARTNERSHIP, LLP MAP REFERENCE: , 077361 ROUTE 146 CLIFTON PARK, N.Y. 12065 (518) 371-7621 PROPERTY MAPPING: SECTION BOUNDAR2/39. 8, TOWN SHOWN of QUEENBURy.N FROMWARREN coUNrr rax �O�Syiptzp ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING SHEET 1 OF 2 NO TE. I. PIPE JOINTS TO BE SEALED WITH BYZABELOREQUAL COVER REPLACEMENT WASTEWATER SYSTEM BASIS OF DESIGN TRANSITION FROM SIDR7 TO CONTRACTOR TO INSTALL ASPHALTIC MATERIALS MANHOLE FRAME OR EQUIVALENT. FINISH GRADE 4" PVC SDR 26 AS REQUIRED 2" STYROFOAM BLUE BOARD 2. INVERT ELEVATIONS OF ALL OVER TOP OF D-BOX OUTLET PIPES MUST BE EQUAL. REGULATORY AUTHORITY. TOWN OF QUEENSBURY GRADE J. THE SLOPE OF OUTLET PIPES II—Jill IIII I IIII- iv JFA —Iff Ill ACCESS EXTENSIOAND BETWEEN THE DISTRIBUTION BOX ASPHALTIC = MH GRADE RINGS DESIGN STANDARDS NEW YORK STATE DEPARTMENT OF HEALTH SHOULDEBEIS/8!BUTOR PER FOOT Rats SEAL =_IIII_ ' I.D. AS PER 10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS- UTOPIA OR EQUAL NDIVIDUAL HOUSEHOLD SYSTEM. REMOVABLE COVER INLET (AS REQUIRED) EXTEND INSULATION 2' TOWN OF QUEENSBURY ORDINANCE -CHAPTER 136: SEWERS AND UTLETBEYOND TOP OF BOX SEWAGE DISPOSAL -PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS 4" PVC FROM --� 3'MIN.IN ALL DIRECTIONS RESIDENCEti s PROJECT DESCRIPTION: THE EXISTING WASTEWATER SYSTEM SERVING SANITARY- = WATER nGHr JOINT (TYP.) THE TOOMEY RESIDENCE ON BIG SLIDE DRIVE IN THE TOWN OF TEE a PARGE W/NON-SHRINK GI�o TQUEENSBURY IS 40+ YEARS IN AGE AND IT IS THE APPLICANT'S INTENT z INSIDE & OUT BAFFLE ALL JOINTS BELO o TO REPLACE THE EXISTING SYSTEM WITH ONE THAT IS COMPLIANT WITH C LIQUID LEVEL TO BE SANITARY TEE WITH CURRENT STANDARDS. THIS PLAN PROPOSES A NEW REPLACEMENT INVERT _ WATERTIGHT AND - o EFFLUENT FILTER "0 < INLET 2"MIN ELEV. LEAKAGE TESTED a 4" x 22" WASTEWATER SYSTEM TO SERVE THE EXISTING RESIDENCE ON THE _ PRIOR To BACKFILLING o BAFFLE WITH PROPERTY. THE SYSTEM WILL CONSIST OF A NEW SEPTIC TANK WITH Q O O OUTLET ' I 4"X18' MIN. EFFLUENT FILTER, A PUMP PIT WITH A SIMPLEX PUMP ASSEMBLY AND AN ABSORPTION FIELD AREA USING ELJEN IN-DRAIN TECHNOLOGY. INSULATE FORCE MAIN 4' AND 4" PVC PIPE .:: ••.' ',s 6" TO 12" LAYER SOILS ANALYSIS SOILS INVESTIGATIONS IN THE AREA OF THE WHERE COVER IS LESS PEA GRAVEL OR PROPOSED ABSORPTION FIELD FOUND A CLEAN SAND TO A DEPTH OF THAN 4 12' MIN CRUSHED STONE 6'. NO ACTUAL GROUND WATER TABLE OR INDICATIONS OF A WATER CLEAN SAND OR PEA GRAVEL SECTION VIEW BEDDING LAYER TABLE WAS OBSERVED. A TEST PIT WAS LEFT OPENED AND 24" I.D. TAPERED RE-EXAMINED IN LATE MARCH WITH NO EVIDENCE OF A SEASONAL HIGH NOTE. PLUG (TYP.) WATER TABLE OBSERVED. THE PERCOLATION RATE OF THE EXISTING ASPHALTIC INLET INVERT [S 3' ABOVE SEAL (2" MIN.) U SAND SOIL IS IN THE 3-5 MINUTE/INCH DESIGN RANGE. FORCE MAIN CONNECTION TO D VR O PROJECTED FLOW RATE: WHILE THE RESIDENCE PRE-DATES THE 1991 STANDARD DATE THE FIXTURES HAVE BEEN UPDATED SINCE THAT TIME. NOT TO SCALE m BASED ON A THREE (3) BEDROOM COUNT AND NYS DOH STANDARDS INLET, OUTLET » FOR POST 1991 WATER SAVING FIXTURES ® 110 GALLONS PER DAY PER 1 BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 330 GALLONS. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR BAFFLE IS ONE RECOMMENDED) OR A HOT TUB/I PA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. D" SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE BEDROOM "�" FLOWRATE IS 1000 GALLONS. THE RECOMMENDED TANK FOR THIS GENERAL SANITARY NOTES- PLAN VIEW SYSTEM IS A 1000 (MIN) GALLON PRECAST CONCRETE TANK WITH TANK SIZEj MIN. LIQUID DEPTH "A-1 TANK DIMENSIONS "B"X"C" "O" OUTSIDE AN EFFLUENT FILTER AT THE DISCHARGE OUTLET.BAFFLE (TWO COMPARTMENTS) BY UTOPIA ENTERPRISES OR EQUAL AND "I" 1) MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR HE SHALL VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. THE FRAME AND COVER FOR THE TANK ACCESS OPENING SHALL BE 1000 GAL. 5-0 4'-3"4'-3" x 8'-2" 5'-s" 5'-9" s'-8" ZABEL ACCESS SYSTEM COMPONENTS OR EQUAL (22"MIN.). 2) MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. 3 EFFLUENT FILTER AN EFFLUENT FILTER„ZABEL MODEL A1800, 4"X22"MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF BED OR TOE OF FILL TWO COMPARTMENT SEPTIC OR EQUAL, SHALL BE INSTALLED ON THE DISCHARGE OUTLET OF THE (RAISED SYSTEMS) SHALL BE 10 FEET. SEPTIC TANK TANK — HEAVY DUTY SEPTIC TANK. 4) MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK TO BE 50 FEET. \ EFFLUENT PUMP PIT AND PUMP A S MB' Y SEPTIC TANK EFFLUENT 5) ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. ` NOT TO SCALE BY UTOPIA ENTERPRISES OR EQUAL SHALL FLOW TO A PRECAST CONCRETE PUMP PIT, BY UTOPIA ENTERPRISES OR EQUAL, HOUSING A � PUMP ASSEMBLY AND 6 REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT CONTROLS FOR TIMED DOSING OF THE EFFLUENT. THE EFFLUENT PUMPS SHALL BE GOULD MODEL 3885 OR EQUAL, CAPABLE OF 8 GPM AT A OF THE ABSORPTION FIELD CONSTRUCTION.B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. TDH OF 15 FEET (MIN). THE CONTROL PANEL WITH AUDIBLE ALARM AND C) PRIOR REMOTE LIGHT SHALL BE LOCATED WITHIN MECHANICAL SPACE OF THE D) FINAL INNSSPEECTIOCTIO LLI N UPON BED, COMPLETION OF THE SYSTEM. HOUSE. THE ALTERNATING PUMP CONTROLS SHALL INCLUDE A TIMED 7) CONCRETE SAND SHALL BE A MEDIUM TO COARSE SAND WITH AN EFFECTIVE SIZE OF ZABEL ACCESS SYSTEM DOSE (2 HOURS PER CYCLE) WHICH DELIVERS A DOSING VOLUME OF ti 0.25 TO 2.0 MM AND NO MORE THAN 5% PASSING A #200 SIEVE. COMPONENTS OR EQUAL PROVIDE PUMP CONTROLS LOCATED IN APPROXIMATELY 95 9 OF THE PIPING CAPACITY. THE ACCESS TO THE GRADE EXTENSIONS AS NEEDED. HOUSE MECHANICAL ROOM PUMP PIT SHALL BE ZABEL ACCESS SYSTEM COMPONENTS (22" MIN.) 8 OR EQUAL. THE PUMP PIT SHALL BE VENTED BACK TO THE HOUSE WHEN THE BED AREA HAS HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE \ � RAKED TO SCARIFY ANY SMEARED SOIL SURFACES. STACK. h 9) CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT FORCE MAIN: THE FORCE MAIN PIPING SHALL BE HOPE PIPE OFF THE AREA TO BE UTILIZED FOR THE ABSORPTION FIELD SYSTEM TO PREVENT I ITS VENT PUMP TANK BACK INSTALLED TO THE DISTRIBUTION BOX AT THE FIELD AREA. THE FORCE p UNDESIRABLE COMPACTION OF THE SOILS. III III—IIII- III=I IIIII 6 LF I=1I o III—IIII= THROUGH HOUSE STACK. MAIN SHALL BE INSTALLED AT A POSITIVE GRADE TO ALLOW IT TO IIII= Jlll SDR-26 =IIII SELF-DRAIN BACK TO THE PUMP PIT. THE FORCE MAIN SHALL o 10) EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX AND I=III—I I I—I _ EXIT AT THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX (1/8" PER _ - ENLARGE TO A 4" PVC PIPE AT LEAST 4' OUTSIDE THE D-PDX. N FOOT). ' ry -III— DISTRIBUTION BOX: THE D-BOX SHALL BE A PRECAST CONCRETE BOX 11) THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS 4'PVC SDR 26 _ 4-INV. BY UTOPIA ENTERPRISES OR EQUAL. SPEED LEVELERS SHALL BE EVENLY DISTRIBUTED A EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE _ a PROVIDED FOR USE IN EACH PIPE INVERT. THE INLET TO THE D-BOX TAKEN TO ASSURE STABILITY AND PROVIDE ACCESS FOR INSPECTION OF THE SHALL BE A 4" PVC PIPE (4' MIN.) WHICH RECEIVES FLOW FROM THE Q DISTRIBUTION BOX. I—III—I ' 1-1/2" HOPE DISCHARGE FORCE MAIN PIPE.12) THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES SHALL BE SELECT GRANULAR FILL- --III FORCE MAIN TO SLOPE BACK TO a TIGHT JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED _ EFFLUENT FILTER PUMP PIT TO SELF DRAIN THROUGHOUT ITS LENGTH. -III—I ZABEL A1800 OR WEEP HOLE ABSORPTION FIELD: THE PROPOSED ABSORPTION FIELD SHALL BE A o _ EQUAL SHALLOW ABSORPTION TRENCH CONFIGURATION USING ELJEN IN-DRAIN, 13) THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE i III a PUMP CONTROL LEVELS TO BE TYPE 'B' UNITS. THERE SHALL BE THREE LATERALS, EACH OF 20 LF, p SIMPLEX PUMP 4' - SET TO PROVIDE SPECIFIC DOSE PROVIDING A TOTAL OF 60 LF FOR THE THREE BEDROOM SYSTEM. AS WI EVENT THAT GARBAGE GRINDERS ARE T BE INSTALLED, THE CONTRACTOR SHALL I—I I ASSEMBLY VOLUME. DOSE TO BE TIMER THE FIELD IS ON A SLOPED SIGHT EACH LATERAL WILL BE STEPPED Y NOTIFY ENGINEER PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. CONTROLLED. e GOULDS PUMPS DOWN THE SLOPE AS INDICATED BY THE CROSS-SECTIONAL VIEW 14) FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE I I IIII MODEL 3885 CONNECTED INTO THE SEPTIC SYSTEM. a OR EQUAL REFER TO B SHOWN ON THIS SHEET. FILL WILL BE ADDED TO "TOP OFF" THE FIELDASIS OF DESIGN" AREA. I 15) CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY 'q_ . + p REQUIREMENTS DURING CONSTRUCTION. e .. __ _ _ _____ _ _ ______ _ _ _ _ � •BURIED CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN } ___ 16) AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE `...`.+.+.`++.`.`.`. +` ++ 6' CLEAN SAND i000hGALLON PRECAST CONCRE'C `�` `.`.' 500 GALLON PRECAST PUMP 6 CLEAN SAND vi TEN WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. OR PEA GRAVYR . ,`.'SEPTIC TANK BY UTOPIA ENTERPRISES*-*.* CHAMBER BY UTOPIA ENTERPRISES OR PEA GRAVEL W OR EQUAL (SEE DETAIL) OR APPROVED EQUAL. TYR }I W O O SEPTIC TANK — PUMP TANK ASSEMBLY Y NOT TO SCALE (SECTION) W e m 2 W W 2 4" PERF. PIPE 5% MAX SLOPE COVER MATERIAL J 2 SUITABLE BACKFILL. W PLUS A MIN. 4" TOPSOIL k SEED p 30' MAX 4" PERF. PIPE n p i � w GE:O Ir COVER FABRIC 3 ti U Lu O a USABLE SOIL PERCOLATION RATE 1-6D MIN./IN. 4' MIN. UNDISTURBED SOIL 6' MIN. REPLACEMENT WA S TE WA TER SYSTEM � U e Sr" TOOMEY RESIDENCE MIN. y 0 0 3' SEPARAnDN FROM BOTTOM OF ry TRENCH TO SEASONAL HIGH GROUND BIG SLIDE DRI VE WATER OR EiEDROCK TAX MAP SECTION No. 239.18, LOT 9 p� NE>,�, BLOCK 1, ��?� s S. MAC y4 TOWN OF QUEENSBUR Y WARREN COUNTY, NEW YORK ELJEN IN — DRAIN TRENCH h A� „� - AS NOTED MARCH 23, 2006 ID CONFIGURATION CROSS SECTION A— A' � '� ,s ENVIRONMENTAL DESIGN PARTNERSHIP, LLP o ROUTE 146 CLIFTON PARK N.Y. 12065 (518) 371-7621 U NOT TO SCALE �dA 077361 ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEYING �O ssiot; SHEET 2 OF 2