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2013-443 TOWN OF QUEENSBURY 742 Bay Road, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130443 Date Issued: Friday, October 11, 2013 This is to certify that work requested to be done as shown by Permit Number P20130443 has been completed. Tax Map Number: 523400-279-017-0002-017-000-0000 Location: 106 SUNNYSIDE RD. NORTH Owner: JUDITH P. & CURTIS C. GIBSON, LIFE USE Applicant: JUDITH P. & CURTIS C. GIBSON, LIFE USE 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 /f 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 MA 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130443 Application Number: A20130443 Tax Map No: 523400-279-017-0002-017-000-0000 Permission is hereby granted to: JUDITH P. & CURTIS C. GIBSON, LIFE USE For property located at: 106 SUNNYSIDE RD. NORTH in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JUDITH P. & CURTIS C. GIBSON, L Septic Alteration Residential JARED A. GIBSON Total value 106 SUNNYSIDE NORTH QUEENSBURY,NY 12804-0000 • Contractor or Builder's Name/Address Electrical Inspection Agency SANITARY SEWER DAN DRELLOS PO BOX 224 GLENS FALLS NY Plans&Specifications 2013-443 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, September 17,2014 (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.) / n Dated at the Towfi of ensb p; 's- ay;8 ptember 17,2013 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement ,,z Community Development Office SFa 1 7 2013 Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 Office Use Only � TAX MAP NO. ,// Q,J�=c�`i PERMIT NO. 1 -41-13 PERMIT FEE 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. OWNER: JU— -CO‘'s-1 INSTALLER: i4-/�)fr{--r �7��v't'/�C ✓f''�v'ce5_ /-� ADDRESS: /O Jt /V cick /i/J r-411- ADDRESS: Al - 0)4 Z `/ Cr�C��s %` -( ' 1 /2 ty! PHONE NOS. 30 7- 6 3 7 PHONE NOS. J/ -22 r2 LOCATION OF INSTALLATION: /�G SC{N.--) 5/a fe •ovar-t L / rOrs14- RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992-present 3 X 110 = S30 INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE__` ✓ SOIL NATURE: SAND__ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL____ WELL__(If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH(mpi] (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). CC_ i4/ NS TANK SIZE: /%?V GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO.2 STONE) Total length_ ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? X1 ALTERNATIVE SYSTEM Bed or other type? /S.0 2 s- ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanita ewage is osalOr • e. codes(&aueensburv.net /7 VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Person Responsible Date www.queensbury.net Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 11 *�-) am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: t) NAME: >t2 PERMIT NO.: ‹. - LOCATION: 'e...:-.5. v • INSPECT ON: i 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 [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 1? -&\t`' Distribution Box to Field/ Pit ��t � Opening Sealed: _Y N P5 — ►^� End Cap _Y N Inlet/Outlet Pipes&Baffles _ Y N �` Manholes 12"or less below grade _Y—N [provide extension collar if Yes] _Y_ N ------- Location/ Separations Foundation to tank ,- ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plane N Engineer Report and As-Buil ✓Y N ETU Maintenance Contract N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Stat --- Approve Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report03 29 10.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: _ , am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �' / L NAME: 6 (1-2)Scl PERMIT NO.: 2,:,--1. –214 LOCATION: /c,(/C,(4 ' '� -S� INSPECT ON: • Mil RECHECK: Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municip. Re ater ' Waterline se..ration dista• e ft. Well se.,7.ration distanc: ft. Other wells: ft. Well Casing L-.: gth 50' +/ - Y N N/A [150'to we I required if NOr 94 Absorption Fiold: Total length ft. � V . t�- W Lengt of each tr-nch ft. D-pth of tr- ches ft. Size • Stone Seepa.e Pits: Number Size: x Stone Size: Piping Size Type Building to tank vkatift 42'- 1'-`tiY/� I Tank to Distribution Box Distribution Box to Field/ Pit �,t)' A-L. O a.,\C_ Opening Sealed: _Y— N End Cap Y N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y_ N Tv- C (as [provide extension collar if Yes] _Y! N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per P - Y Engineer Report an As- wilt_Y N ETU Maintenance Con ract _Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Stat : Approved Partial Approved a II the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: ,, Queensbury Building &Code Enforcement Arrive: am/pm Depart: /'z' am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: 67-1 h. 0 ;% PERMIT NO.: 3- 3 LOCATION: / D(p . U A n t, S (-dec.; INSPECT ON: 4.7ffia RECHECK: Comments and/or diagram Soil Type: an / 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 [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: LL,s`CLo-2i Stone Size: et,1 . rr67/17L)M7 Piping Size Type AdC-2. Building to tankq" j, -4 Tank to Distribution Box /�`Z" a / sco(-) Distribution Box to Field / Pit 4ktc. Opening Sealed: _Y N End Cap YN Inlet/Outlet Pipes&Baffles N d -4-.-L V•11-4-0 "4-c i -- Manholes 12"or less below grade _Y_ N [provide extension collar if Yes] Y T N Location/ Separations Foundation to tank __ ft. Foundation to absorption `ft. Separation of Pits - ---ft. Conforms as per Plot Plan •/ Y N f`� Zct Engineer Report and As-Built Y VN p �" ETU Maintenance Contract Y_ N provided Location o stem on Property: Front Rear Left Side 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 L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc /1 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm De•N.rt: /gym/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: f , 4 NAME: Cal PERMIT NO.: �1 - C0,113 LOCATION: /c7CQ ` *_i 3t/S-Or> f4 INSPECT ON: 4' GMAIE, RECHECK: Comments and/or diagram Soil Type: 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 [150'to well required if NO] Absorption Field: Total length ft. ---24 C"- ID9iFi\/‘- Length of each trench e7-c ft. Depth of trenches 'a. ft. 1 t Size of Stone � / cl ---2._ Seepage Pits: Number g Size: .41 Stone Size: ' f Piping Size Type , Building to tank �5,k2 2 yG� ,��-� 1,.�1 Tank to Distribution Box -' -dDistribution Box to Field/ Piti) Opening Sealed: _4c(ti —N End Cap Y_ N / Inlet/Outlet Pipes&Baffles Y— N �~� v t��..1 `-( ( - L Manholes 12"or less below grade _Y_N [provide extension collar if Yes] Y N Location/ Separations TZt›.-61— /4A-111� 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 ETU Maintenance Contract _Y_ N provided i Location of Syste roperty: Front ear Left Side Right Side Middle Front Middle Rear System Use Status: Approved V Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc NACE ENGINEERING, P.C. (3! 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-851 October 8, 2013 Project#49353 Dave Hatin Code Enforcement Officer Town of Queensbury 742 Bay Road Queensbury, NY 12801 Re: Gibson—106 Sunnyside Road North—Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed replacement septic system for the Gibson residence located at 106 Sunnyside Road North in the Town of Queensbury on September 22 & 27, 2013. The replacement septic system as installed was for a three bedroom home and consisted of the new 1000 gallon septic tank, new pump station with alarms & force main, new distribution box and a 15 ft wide by 25 ft long absorption bed constructed of 4"diameter perforated pipe & stone. The system conforms to the requirements of the approved septic system design. Please call me if you have any questions. Sincerely, ."74,4„4„ ✓ OCT ( U13 Thomas R. Center Jr. P.E. i SEPTIC SYSTEM DESIGN MAP REFERENCES: LEGEND: gg MARKER AOR QOVE5 nRiE MAP OF A SURVEY OF LANDS OF O =IRON PIPE FOUND -FINISHED GRADE BURRIED COVERS RECOMMENDED. LEE & BETTY BARTON .IPF O IRF = IRON ROD FOUND DATED: DECEMBER 1R 1 O RRSF = RAILROAD SPIKE FOUND 3 BEDROOMS @ I 10 GAL./DAY/BDRM = 330 GPD RECOMMEND ALL ACCESS AccEss HATCH , 1 LAST REVISED: OCTOBER 10, 1989 O IRS =IRON ROD SET/TO BE SET. & CLEANOUT OPENINGS BE RAISED TO 6" BELOW /! INLET BAFFLE 1z' Mw. OVER OVER ALL S UCTURES BY JOHN B. VAN DUSEN O NS = NAIL SET/TO BE SET APPROXIMATE FINISH GRADE. FINISH GRADE / ELECTRICAL MAP:OF A SURVEY OF LANDS 0'' =WELL JUNCTION Box 24-20 ASH LAYER' PROPOSED TO BE CONVEYED TO = UTILITY POLE 2G-50" LOAMY MEDIUM FINE SAND 0 0 JAMES ENISE RMANN v— FENCE LINE Mw. SEPTIC TANK USE NEW 1,000 GAL. TANK 50-78 MEDIUM FINE SAND 1 ,• DATED: JUNE 7, 2007 _ PROPANE TANK ;I ABSORPTION FIELD - EXISTING FAILED 5EPTIC SYSTEM NO MOTTLING OR GROUNDWATER OBSERVED UBMERSI PUMP � �T BY: CHARLES T. NACY cap ❑ = CATCH BASIN uqulD LEVEL USE NEW PUMP STATION 4� REPLACEMENT ABSORPTION BED SYSTEM. 4 Pv c E PEA A GRAVEL DATUM: NGVD29± - MIN. SLOPE PERCOLATION RATE - I " IN 2 MINUTES, 22 SECONDS c ALARM ON o 347 S.F. OF ABSORPTION BED REQUIRED. ' 1 16/Y FORCE MAIN DISTRIBUTION BOX CONTOUR INTERVAL = 1 FOOT 1/4" PER FOOT I 1/8'NPER SLOP FOOT PUMP ON '' -� DIA. I� BACK TO PUMPPE TO STATION N.TS DEED REFERENCE: WITH 3 - 20' LONG LATERAL NEW 1,000 SEPTIC TANK t INLET & OUTLET I BAFFLES PUMPS o :'.: CHECK v, I . JUDITH P. GIBSON o REPLACMENT SEPTIC SYSTEM w & rEVEs LAND SURVEYORS I�tiNtit , -1, (if a`'a��Q� N� �,,��1 , a w ••rQ , 3 0/4/13 sEPT'c sYsrErl As -e un T if- CONpRETE TO BE D TO 12804 " t� '�" '- i m •• �. TROWEL FlNISHED Queensbury, New York JARED A. GIBSON os/s/13 ssu�0 FOR CONSTRUCTION GIBSON ON 106 m c� I FOR JUDY G S SUNNYSIDE RD NORTH DATED: FEBRUARY 14, 2008 0 mc: 4.0 PUMP STATION MERCURY FLOAT EFFLUENT PUMP AS MANUFACTURED BY FORT MILLER SWITCH WITH BOOK 3485. PAGE 254 :r-: rz; 3/1 1 07/23 ADDED I\GT TO PUMP MINIMUM 2x WIDTH w OR EQUIVALENT WEIGHT (TYP.) Warren CounLy, New York _ P.C. ENGINEERS. Sri, `` STATION DETAIL MAXIMUM 4x WIDTH W o °' NACE ENGINEERING PROVIDE 3" SAND OR­o`°p° ° SEPTICTANK PUMP STATION S�PIIC .,Y°TFyI DESIGN .�{ 1" PEA GRAVEL UNDER TANK 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM 169 .Haviland Road Queensbury, New York 1280"1 4L•KO �5`{y�;Wv` - Ii4f1H111�"� N.T.S. AT 20 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS .. MODEL 3885WE03L OR EQUAL - IVV. DATE NEW SEPTIC TANK 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY. MANUFACTURER. W I AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT .. 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK 3. PUMP CYCLE VOLUME - 68 GALLONS.( 80%.OF ABSORPTION FIELD VOLUME). STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 4. PUMP STATION ALARM SHALL BE CONNECTED TO A SOLENOID VALVE ON THE WATER SUPPLY. - 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR WHICH WALL CLOSE WHEN THE ALARM IS ACTIVATED. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. - 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING I SWALE AT UPHILL SIDE OF BED TO DRAIN RUNOFF SLOPED TO DRAIN AWAY FROM BED m EARTH v G" TO 12" BACKFILL FILL FILTER FABRIC OR GEOTEXTILE _ ., LANDS N/F OF b. u� s Mw L AL KENT & VICTORIA BARTON LANDS N/F OF 1263/195 BOO MICHAEL DOUGHER G" MIN. 00 ° o00 3/4"TO 1 1/2" . 878/16 , / CRUSHED STONE 5'-0" 5'-0" 2'-6" 24" MIN. (Trp) MAXIMUM GROUNDWATER ELEVATION ° i SS° I STANDARD ABSORPTION BED SECTION So�o��F 1 l 1 t 1 t 12" MAX. -����=���— -1111= L_ NOTE: ASH LAYER 'f0 BE REMOVED`,, �c' J D I G„ MIN. PRIOR TO INSTALLATION OF PF o ABSORPTION BEDS 1 J Za3 INTERCONNECT ENDS NEW 15' WIDE X 25' LONG Wo'', G" MIN, 8 BOTTOM OF BED V 4" PERFORATED PVC OF LATERALS ABSORPTION BED W/ LATERAL, LAID LEVEL 3 — 10' LONG INTERCONNECTED LATERALS '1_ \ STANDARD ABSORPTION BED PROFILE NEW DISTRIBUTION N.T.S. BOX i t l INSTALLATION OF DISPOSAL FIELDS ,1 Pf, ao � \� 2791�7 v27 CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 1"AR�A L' \ l AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. 100' WELL �1 ' 1 �l 693,24QFT \ l DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND / l20 A^•RES �` ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND LANDS N/FOF SETBACK CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. JOSEPH & KATHLEEN S 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS PF BUONVIAGGIO >/ _. \�� '`•. 894/239 OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. s R IN 180 LF 1-1/2" 3. AFTER EXCAVATION OF BED TO THE DEPTHS REQUIRED, 0 PE THE WALLS AND FLOOR OF EACH SIDE WALL SHOULD BE CLEANED `. FORCE MAIN AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN \ b SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF THE PERFORATED PIPE SHALL BE AS SHOWN. T X 1 1 ; `l i 390_ THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE //4 '` 3 ( \\ RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT J CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS f OR OTHER UNSUITABLE CONDITIONS. 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL t 4 1 AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY �' I ti� '� I ! ! FROM THE DISPOSAL FIELD. \ �� 59 6. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR `Ix �� \ S, TO SPREADING FILL MATERIAL. f �� -. 24' MA E / q` 7. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. / % — VO, ,,, m a � -'=/ '�- - •e= n.��.g�a,�^+"e �`:LAfVDS N/F"OF'�^< -�^ `�'`: , ..<:; �` .•�:- ,�. . cn F , s o h 3 _ -..._ ..,....._.. Wiz- .:. s s r-, _ g U, KENT &VICTORIA BARYON NO PART OF THE DISPOSAL FIELD SHALL' BE 'INSTALLED UNDER DRIVEWAYS. F - AREA O t 584, 998.21 SQ. FTS '( o' PF 1263/195 st a 0.11 SFe- t - Qi 3 c F 7 LANDS N/F OF DENISEZIMMERMAN r 'r 3292/189 ti qs \ Qrc ! �• � ` 56 a EV(D4. - - - � w c N9 ::. . J'° "^' ) 0 1 r APPDX. LOCATION / o O OF POINT WELL �,�, � 55 rnNW hIE Lg6E) RR5 y 07 aT U 30O V 29 ?o e NEW 4' 0 UMP STATION O � g IRF �` 7 �r✓O� /� 6 ej�br' 4'Q9G RS t IPF AlkRRSF Rr _ 28 ef s� a { LANDS N/FOF NEW 1,000 GAL CAROL GIBBS r ,' 27 SEPTIC TANK l� 1171/248 h^ ao f 3s 279.17-2-17 fr 00 LANDS N/F OF AREA A 00' MAUREEN GANDRON 26 %� a 4,480± SQ. FT. 1405/122 o� 0.10± ACRES I R5 40 5 • 64, ++ P DRIE LL 0E 25 41'± ALONG SHORE €. 1 a' PLAN Jt3 N 24 scale: -20LAKE SUNNYSIDE SOILS DATA TAX PARCELS: 279.17-1-26 & 27 and 279.17-2-17 _ - e v "mm ra¢u.w r,@..• vWWi4 ILII lv! III 11 W4 SEPTIC SYSTEM DESIGN TEST PI DESIGN FLOW EXISTING 3 BEDROOM HOUSE 3 BEDROOMS @ I 10 GAL./DAY/BDRM = 330 GPD O-6" TOPSOIL - OWNER WILL PROVIDE WRITTEN EASEMENT TO CP055 6-24" LOAMY MEDIUM FINE SAND ' ADJOINING PARCEL FOR REPLACEMENT ABSORPTION BED. 24-20 ASH LAYER' 2G-50" LOAMY MEDIUM FINE SAND .,, SEPTIC TANK USE NEW 1,000 GAL. TANK 50-78 MEDIUM FINE SAND 1 ,• ;I ABSORPTION FIELD - EXISTING FAILED 5EPTIC SYSTEM NO MOTTLING OR GROUNDWATER OBSERVED USE NEW PUMP STATION 4� REPLACEMENT ABSORPTION BED SYSTEM. AT NYSDOH APPLICATION RATE OF 0.95 GAUDAY/51', PERCOLATION RATE - I " IN 2 MINUTES, 22 SECONDS 347 S.F. OF ABSORPTION BED REQUIRED. I USE 15' WIDE BY 2S' LONG (375 S.F.) ABSORPTION BED TEST PIT BY NACE ENGINEERING - 5/03/12 ' WITH 3 - 20' LONG LATERAL t 34 7 IRI o REPLACMENT SEPTIC SYSTEM VAN vUSEN & rEVEs LAND SURVEYORS I�tiNtit , -1, (if a`'a��Q� N� �,,��1 , a w ••rQ , 3 0/4/13 sEPT'c sYsrErl As -e un T Ihl D 12804 " t� '�" '- m •• �. 169 Haviland Road Queensbury, New York :� os/s/13 ssu�0 FOR CONSTRUCTION GIBSON ON 106 m c� I FOR JUDY G S SUNNYSIDE RD NORTH - z o' mc: :r-: rz; 3/1 1 07/23 ADDED I\GT TO PUMP la t 11` w N ? �71 z N Town of Queensbury, Warren CounLy, New York _ P.C. ENGINEERS. Sri, `` STATION DETAIL W o °' NACE ENGINEERING ''"335150.,.�`��,. 0 OJ/90/1J S�PIIC .,Y°TFyI DESIGN .�{ 1" o j 169 .Haviland Road Queensbury, New York 1280"1 4L•KO �5`{y�;Wv` - Ii4f1H111�"� DESCRIPTION .. IVV. DATE W I TAX PARCELS: 279.17-1-26 & 27 and 279.17-2-17 _ - e v "mm ra¢u.w r,@..• vWWi4 ILII lv! III 11 W4