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2007-603 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE 0.,Wr COMPLIIA►NCE Permit Number. P20070603 Date Issued: Wednesday, December 22, 2010 This is to certify that work requested to be done as shown by Permit Number P20070603 has been completed. Tax Map Number. 523400-227-006-0001-001-000-0000 Location: 1279 PILOT KNOB Rd Owner. JEAN O KAHN Applicant: JEAN O KAHN This structure may be occupied as a: Septic Alteration Residential By Order of Town Board Test Pit/Perc Test Review TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve they property owner of the responsibility for compliance with Site Plan, v ' Variance, or other issues and conditions as a result of approvals b the PP y Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Qmensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070603 Application Number. A20070603 Tax Map No: 523400-227-006-0001-001-000-0000 Permission is hereby granted to: JEAN O KAHN For property located at: 1279 PILOT KNOB 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: JEAN O KAHN 1279 PILOT KNOB Rd Septic Alteration Residential Test Pit/Perc Test Review PO BOX 162 KATTSKILL BAY, NY 12844-0000 Total value Contractor or Builder's Name/Address Electrical Inspection Agency ELLSWORTH & SON EXCAVATING ROUTE 149 FORT ANN,NY 12827-0000 Plans &Specifications 2007-603 deep hole/perc test engineer: Hutchins Engineering reason: failed septic, replacement septic system $225.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, October 26, 2008 (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 f Queens uryy;; Tuesday, November 06, 2007 SIGNED BY /1. . Qg'( / for the Town of Queensbury..� Director of Building&Co nforcement i For an EPA homeowner's guide: http://www.ega aov/npdes/gubsthomeowner auide iczng. customize,gcifi ----------------------------OFFICE USE ONLY --s "________:________ t: _ _________ _ TAX MAP NO. PERMIT NO. PERMIT FEE y' ., 4 APPROVALS: ZONING TOWN CLERK S ' -------------------------------------------------------------------- APPLICATION FOR SEPTIC DISPOSAL SYSTEM PE A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. / OWNER: -�/ /(^/7 /�j� INSTALLER: AM--S d7XI eTiply��J 77A* ADDRESS: ! 2/`�-T �pf.�Q�j� /QD ADDRESS: ��4( ^ PRONE NOS, f7J- /Z17 PHONE NOS._ -AT2- LOCATION OF INSTALLATION: /27T RESIDENCE YEAR BUILT NO'OF X COMPUTATION= = TOTAL DAILY FLOW INFORMATION: BEDROOMS 1980 or older f—� X 150 gallon per bedroom = 0 GARBAGE GRIND ERR INSTALLED? 114 1981-1991 0 X 130 gallon per bedroom = 0 1992-present X 110 gallon per bedroom = 2 Z 0 SPA OR HOT TUB INSTALLED?_� PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE SLOPE % ✓ SOIL NATURE: SAND )C LOAM__ CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH?- -3'Q BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: f/'RA=. W>47eq MUNICIPAL WELL (If well:water supply from any septic system absorption is:( ft) ✓ PERCOLATION TEST: RATE IS h N ER MIINUTE 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: 1000 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 -35 ❑SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? ❑ALTERNATIVE SYSTEM Bed or other type? ❑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 QUESTIONS? CALL 761-8256 OR EMAIL to abide by these and all requirements of the Town of Queensbury codesO-aueensburv.net Sanitary Sewage Disposal O inance. VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Q Signature of Person Responsible Da Town of Queensbury • Community Development Office • 742 Bay Road, Queensbuq, NY 12804 � f_ W Town of Queensbury• Building&Codes Enforcement Office•742 Bay Ro j' yeens ,I .12 f+E I G1 iPP L !! Nb7 DEEP HOLE/PERC TEST 04a Et_ ii�t Request for Town Engineer Revi s 18iUIL-�ING' & CODES Property Owner: -J Mb/ X40AI Phone: �jJ�'� J Property Owner's ' 7_t P1XoT., xN?7B R� Address: _` Location of Test: 64�me) Tax ID#: 227• l "Applicant's Engineer: f-NTI/(iS� //Li4��'� Phone: ��5"d347 Applicant's Agent: �$/¢�'1f) Phone: kief o Additional Notes: � �/ff�jtij� i✓! ?�SfQt/'6 6:iWe5]"'C67"]*r-� 1. Reason for Request? E] New Septic System Replacement Septic System Failed Septic System ElSubdivision 0 Site Plan Review 2.Are Wetlands present? a YES NO 1777771 UNKNOWN ``Note: Applicant is required to engage an engineer for design and testing of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCHEDULE: a. $ 200 Flat Fee Date Paid: b-7 14 �, Check No.: b. OR Fee to be determined during To Be Determined: Site Plan/Subdivision review process SIGNATURE: In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT . C1:Y, �' ., Date: C( 2,L © `i l SIGNATURE OF AGENT: Date: Original (B&C File) Canary (Planning) Pink(Applicant) Gold (Town Clerk) y Septic Inspection Report Office No. (518) 761-8256 Date Ins ct' request rec ived: Queensbury Building &Code Enforcement Arrive: am3, Dpart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector Initials: / NAME: ' PERMIT NO.: LOCATION: 1 L 61 15�— INSPECT ON: 124-1 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay 7T—ype 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 ft. Foundation to absorption ft. Separation of Pits ft. Conforms as r Plot Plan Y,N Engineer Report and As-Buiit Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear 5ystem Use ;!! s�Approved Partial 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 i Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ' -am/p eepart: am/pm 742 Bay Rd., Queensbury, NY 12 04 Ins is Initials: NAME: PERMIT NO.: LOCATION: 7774_5 i stl INSPECT ON: Z ! 1 RECHECK: Comments and/or diagram Soil Type: Sand Loam/ Clay T 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. De th 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 Ca Y N Inlet/Outlet Pipes&Baffles Y N ��---- Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits k Conforms as per Plot Plan Y Engineer Report and As-Built Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved 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 est received: Queensbury Building&Code Enforcement Arrive: 3 am/P� �rt: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: A 79 vv Lei ` > NAME: PERMIT NO.: i<..� LOCATION: INSPECT ON: Il i RECHECK: Comments and/or diagram Soil T : Sand/ Loam Clay Type of Water: Municipal Well Waterer Waterline separation distance Well separation distance ft. Other wells: ft. Well Casing Length 50' +/ - Y N N/A 150'to well Tguired if NO Absor tion Field: Total lengthft. Length of each trench ft. De h 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 I Pit O ni Sealed: Y N r,12-q End Cap Y N i In Outlet Pipes&Baffles Y N Manholes 12"or less below grade Y i N [provide extension coil ar if Yes Y N Location Separations Foundation to tank ft. Foundation to absorption ft. rim Separation of Pits Conforms as per Plot Plan Y N Engineer Report and As-Built _Y—N ETU Maintenance Contract Y N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whidng\2010\13ufiding Codes Fonns\inspecdon Forms\Septic Inspection ReporLO3 2910.doc r S ,2 -z-/, ��-r;dat tl ). Septic Inspection Report Office No. (518) 761-8256 Date Inspectiofi request received: Queensbury Building &Code Enforcement Arrive: ` ;, am/pr�jj C"t: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT NO.: — y LOCATION: INSPECT ON: RECHECK: f` Comments and/or diagram Soil T Sand Loa / a r � T of Water: unrCf I i ter r Waterline separation distance ft. Well separation distance ft. Other wells: ft. -Absorption Field: Total lengthft. Len gth of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size j Type Building to tank L Tank to Distribution Box &It Distribution Box Id Pit Z . �' Opening Seale& Y; NJ_Partial End Ca Inlet/Outlet Pipes&Baffles Y N Location Separations Foundation to tank r ft. Foundation to absoroon i U ft. `- _ Separation of Pits ft. .���'t 1' I%V•4� � ST Conforms as per Plot Plan Y- Engineer Report and As-Built Y N �JC3r?�Jk I Location of System on Property: Front Rear Left Side Right Middle Front Middle Rear System Use Status: Approved _ i Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6/05 �e,-eeier 1b:42 From: To:5187454437 P. 1/2 r f VISION ENGINEERING, I.LC 4 Glens Palls Teehnicol Park,Box#3 Glens Falls,NY 12801 Phone:(518)792.926A Fax:(518)792-9282 October 30, 2007 Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attention: David Hatin, Building & Codes Department RE, Deep Test Hole Verification Jean Kahn 1279 Pilot Knob Road As requested, I have completed onsite verification for the above reference location in regards to sub-surface conditions related to the septic system design. Attached is the deep test hole log pertaining to this project. The test hate was conducted at or near the location proposed for the new system which will replace the existing failing system. Mottling was determined to exist at a depth of 38 inches below existing grade at the test hole location. The proposed septic system may be down-gradient of the existing tennis courts, and any runoff from this surface should be diverted away from the new sewage system. Please do not hesitate to call if you have any questions or require additional information. cerely Post-it"Fax Note 7671 oa10 (o q �7 pages► 2/ Daniel Jan, P.E. To i-�-�� FIB, 0AII VISION Engineering, LLC °oJL'ep` Co. Phone# Phone# Fax H 7K_-. 43-7 r-ax# Quality ■ Experience ■ Service ■ Teamwork -�r�-ceer 1b:42 From: To:5187454437 P.2/2 SOIL BORING AND DEEP TEST HOLE FIELD LOG Project: Jean Kahn Location: West of tennis courts Address: 1279 Pilot Knob Road Test Hole -----------------------------...........................-.................I....................... Queensbury, NY 12804 Soil Survey Map County: Warren Designation' 1 2 Date: 10/16/07 1 Soil Series: Weather: Cloudy 2 Slope Class: .................................................................. Temperature: 50 Degrees F Remarks: (Site description: usagt?, anticipated daily wastewater flow, etc.)Replacement system for 2 bedroom cottage_ Depth(in) Boundary Color Soil Texture Soil Structure Consistency Stickiness Moisture Condition State Matrix Mottling 0-30 �~ ` drk brn loam Gear 30-45 ylw bm mad fne sand single grained loose none dry gradual 45-62 It ben sandy loam granular friable none dry clear 62+ pate bm red bm silty clay blocky firm slight dry 1. Describe and record the average thickness of each horizon. 2. Record each horizon boundary In terms of distinctness.Oesignate as VQry Abrupt(z0.5 cm),Abrupt(0 5-2 cm), Cleat(2-5 cm), Gradual(.5 1.5 cm), Diffuse.(-�15 m) 3. Record the topography of the horizon boundary. Designate as Smooth, Wavy,Irregular(undulating boundary),Broken(discontinuous or intermingled horizons or irregular pockets). 4. Indicate the color of each horizon The matrix color is the majority color within peds,and the mottle color is the minority color within the peds. Record pad surface color where colors exist that are associated with an organic coat/clay film/carbonate mass/etc. Record the percant of mottles as Few(<2%). Common(2-20%).Many(:20%).Romid the mottle contrast as Faint,Distinct,Pmr»mart 5 Soil Texture:Designate as Sand,Loamy Sand,Sandy Loam,Warr. Siff Loam, Silt, Sanely Clay Loam, Clay Loam, Silty Clay Loam, Sandy Clay, Silty Clay,Clay.Sand,loamy sand,and sandy loam may be further classified into coarse,medium fine,fine,and very fine. 6. Soil Structure:Designate pods as Granular,Blocky,Prismatic, Columnar,Plaly,Single Grained,or Massive.Structure grade shall be described for pads as Weak,Moderate,or Strong. 7. Soul Consistence:Desgnato as Luose,Friable,Firm,or Extremely Firm. Indicate ND for not determinable if too wet for lost a. Record stickiness as Non-Sticky(little or no soil adheres to fingers after release of preissure),Slightly Sticky(soil adheres to both fingers with little stretching upon separation),Moderately Sircify(soil adheres to both fingers and stretches 5orne on separation), Very Sticky(soil adheres and stretches greatly) 9. Record the moisture state of each horizon. Designate as Dry or Moist. 10- hoots:Record the quantity,size and locations of roots-Designate as Few,Common,Many.Record size as Very Fine(0 mm),Fine(1-2 mm), Medium(2-5 mere),Coarse(5-10 tri Very Coarse(>10 mm).location shall be noted to be between peds,in cracks, throughout,in mat at top of horizon,of matted around rock fragments. Boundary Condition Observed and Depth: Bedrock None ft Groundwater. None ft Impervious Strata None ft Slope of Site-. 0-3 %, Mottling Depth 38 inches Ground Cover: Grass Wooded Barren Crops Landscape Position: Depression Hill Top Side Slope Foot Slope Shrubs Describe Roots: (Quantity, Size, and Location): Few med and fine to depth of 36 inches This iwm was created by VISION Engineering,LLC-Copyright(0 2006 by VISION Engineering,LLC,All fights reserved 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering Phone: (518)745-0308 —0307 December 15, 2010 6"Ib Town of Queensbury Building Department 742 Bay Road 01 Queensbury, NY 12804 Re: Septic System Installation Jean Kahn, 1279 Pilot Knob Road, Katskill Bay Our office prepared a wastewater replacement design, dated 9/26/2007 and revised 10/24/2007,-for Jean Kahn at the above-referenced property. The project consisted of the installation of a 1,000-gallon precast concrete septic tank, a 500-gallon pump station, and an absorption field containing three laterals at 35' each for 105 LF of trench, in shallow configuration. A representative from our office visited the site during system installation. Based upon our site inspection and our discussions with the installer, it is my opinion that the system was installed in general conformance with the design prepared by our office. Please contact me if you have any questions or if you require additional information. Best Regards, r G. Thomas Hu chins, P.E. G.Thomas Hutchins,P.E. f,YOsd.krE! 4e¢' +ttSay�' ..:. ,'68,+•Fu,, _; y• .� .r - s„ •a ao'`''s.: •"'o e, : � ' y 4 dti♦e !' o f d` �e a a' `^ e .7 v ba o•'a•S''e .'; a�i.o•+ ,�y �$ '�° .a _ es' ea °'$�$8°A �� ��'��+dd•4�``�a°�}fk°E��c� 4 � # t f ELECT ` IC0% All CERTIFICATE ra COMMONWEALTH ELECTRICAL INSPECTION'SERVICE INC. _ 1,76 DOE RUN ROAD, MANHEIM,.PA 17545 ?` :TELEPHONE:(717) 664-2347 � =� New Yorlc Office: (585) 624-2380 All 3 ,; j Insp. Date: Appl#:L 10146 j Premises of: KAHN as �•$.` Address: 1279 PILOT KNOB RD County of WARREN i. Installed by: TROMBLEY ELECTRIC Apparatus: 2-SEWER PUMPS & CONTROL _ z<, Inspected by:. DONALD LOVELAND �}�yk �Y *t' The conditions following governed issuance of this certificate;and any certificate previously ` issued is cancelled. Failure to have the property reinspected when additional equipment or wiring is �- added or within one year froth the date of the certificate shall void the certificate in its entirely and the hh t company shall not be liable for any damages whatsoever; a This certificate does not guarantee efficiency, wearing qualities,maintenance or repair and the v , , company shill not liable for any damages rgsulti rig-from any defect or fatdt in the plans or spec ifica- tions,including repair,`reconstruction,personal injury or for the death of any person;and Q This certificate only covers visual inspection of wiring and does'not cover manufacture or.use ofwlrtng Inspectors of this Company shall have the privilege of making inspections at any time,and if z't' us rules are violated.the Company shall have the right to revoke the cgrlifcate. _ qa • 1 f to o�� �a�..Pe 6 a�'�s� rr .date y d ih a r d*� �o° �, e; e ?n + � 4'o�`a a�.2ee •,.��,e �.+'4�°a.,geA £, „rj�q{� •�. €... o...°1.aR"maaS°'_�--',.a .Yex a4 e 9 S^ $tee• a s ✓ •'� _ :��Q>?.L�n- n�'ve: � s,.R�,t � '-e°. i try.^+ S c•^z� s:$:.- ei�`A`�'' +'•.aT:ts._'.F`^�SC:�.t�• ...`..�+`.���-�__e°•_•t�•.Y.:..�. /n4x"..�bY-�-�u fez.-� .. :s ,� 1 •hr '-,, tiR .rs yaa j..±•1Y=.L Y "i'S. "L. '•,'a{yyc� Y . .des ✓r ' •S` ..g•+'�'ZUr sv '+2' -t A-�5,x-s�'s z•• > t'`S^'+- �� # � rb�,��: 't'�-c.•+��r�4NS "r�j��a��yQ � � �• � �r POLYETHYLENE EXTENSION TO EXTERIOR WEATHERPROOF JUNCTION 4» MIN TOPSOIL OVER THE •;: . x �' -` ENTIRE ABSORPTION FIELD; �s �. =� .4 " •�.. �, ..,;, f��' �`�':�.�ty��� "£��� .�_ • �-`: SUGGESTED: POLYETHYLENE EXTENSION GRADE WITH TAMPER BOX. SEAL CONDUIT GAS TIGHT. SEED & ESTABLISH TURF OVERFILL TO ALLOW t ,;= .'' � z; ,` . • APPROXIMATE TO GRADE WITH TAMPER RESISTANT RESISTANT ACCESS COVER INSTAL! CONTROL PANEL IN HOUSE FOR SETTLEMENT � •• �`` ��- FINISH GRADE ACCESS COVER BACKFILL FREE OF INSTAL! FLOAT SWITCHES TO OPERATE PUMP STONES OVER 3 �-<:� 3 ,• 5 s a ,�., ,-,,� k �T;•��Y,: ,� " ,� • ' , rs i� ��� �, M . AND MAINTAIN LEVELS AS INDICATED 12 f COVER _ i *Y.. _ 4x ,''.., � {tom' a 'k .�✓\'> S .,i •5: {�s C 12 f a sTR►eunoN Box '��• .• � {���>* 4 FILTER FABRIC !1 i• MIRAFI 140N , 6-12" . » ., 2 TRENCH WIDTH 4 SCH. 40 PVC » OR EQUAL 3 » .. .. -.". - �� "'?t-. ., '`i�i e.- - A,��'�,L• e r, a.F s--E3 za 4t12` .1. # t5 4 PVC SCH-40 INLET ._.. , ,� �-'� • � LIQUID LEVEL OUTLET " BAFFLE " % { � `g gg' ;�y� d 1+RS -ku, t;'•'� .ASk p' 5 MIN. SLOPE MIN. SLOPE 2 SDR-26 USE SPEED LEVELERS TO 2 "��' 1/4 PER FOOT ,. ., PVC FORCEMAIN �` t■ ' Y 16" » i/8 PER FOOT ASSURE ALL OUTLETS ARE AT 12 MIN. EXACTLY THE SAME ELEVATION ODD ^ 18 MIN. » » oO 0p ALARM - 6 " D� o . , . : v . ::, J 3� 4 PVC SCH-40 SOLID HEADER TO 6 �O o p o00 s ■ '`. ' x F . WATERTIGHT = _ . - Y u ABOVE PUMP ON VOLUME OF DOSE » �, �. •• � Y �s SLEEVE AND SEAL PERFORATED TRENCH PIPING, 1/8 " " _ Y _ ;,; M0 y 7 ; TO BE 60t GALS 3 4 TO 1-1 2 w ';' e • ;.. >�rA (TYP.) © z PUMP ON 2 SCH 40 PVC OR , . r 5 , �� .�+■ . TYP• a. x " PER FOOT MIN SLOPE / "' = YES w - ¢ CRUSHED STONE ��*w . �,' •�, ',� �>� :��� � -� Z GALVANIZED PIPING INSIDE ti OA s ' . WET WELL THROUGH WALL PUMP STATION NOTES `�_ ��� � '•••• ���i - ,.' o PUMP OFF ABSORPTION TRENCH SECTION fx { r t .:.• . s x 1000 GAL PRECAST "� � .. SEA! ALL TANK OPENINGS WATERTIGHT. E � • • ;. �" � -<,- , ��,� CONCRETE SEPTIC TANK `• 12 MIN. GATE VALVE NTS N , PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL MINIMUM 2X WIDTH d - REDUCING TEE POINTED PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL .r • _ e MAXIMUM 4X WIDTHA DOWNWARD WITH 1" BALL VALVE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. \ • CHECK VALVE THROTTLED TO ALLOW TRICKLE ' a: :" . • ': - '.:. • •. : •. ,:....". -- ° .:d •: ' . .:. .� •:.' DRAIN BACK INTO WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH �'i ,' ^'', '�� ,c• +� :.r•` �'' •z. :. .. > °; :n �- :�". its' ,:� #„ ,z��t ..'s'r- '11.: a:. wa .::; ALARM IN HOUSE IN ACCORDANCE WITH NATIONAL ELECTRIC WASTEWATER SYSTEM DESIGN - e = at ;.. x :~ , • �� _ Y SEPTIC TANK NOTES DUPLEX EFFLUENT PUMPS 500 GAL PRECAST CONCRETE UNION - LOCATE SUCH THAT CODE (N.E.C.) REQUIREMENTS 2 BEDROOM SEASONAL GUEST COTTAGE UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE GOULDS 3885 TA AS HOLDING/PUMP TANK UNION CAN BE DISCONNECTED v + • a ALL NK AND PUMP REMOVED WITHOUT " " " WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3 0 GPM MAX. >.+ " , • � `�. • . '•`, �-'�: �• - � - DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS WE0312L 230V SET ALARM LEVEL 6 ABOVE PUMP ON. t •• F MANUFACTURED BY FORT MILLER OR EQUIVALENT. SINGLE PHASE TANK ENTRY FAUCETS) LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF' TO x` ' ~ `" • DESIGN FLOW - 110 GPD/BEDROOM � �4 = {± 4 '� �' • � � < � ` "` ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. BE 60f GALLONS SYSTEM DESIGN FLOW - 220 GPD ,��� `�. \ f �, � • � � _• '�"`' ,�� ' ,�. 11� �. ' ,, WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE SEPTIC TANK _ 1000 GAL PRECAST CONCRETE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. PUMPS TO BE GOULDS MODEL 3885, WE0312L 23OV, SINGLE PHASE, 30 GPM AT 20 FT TDH. PUMP STATION - 500 GAL W/DUPLEX PUMPS 1' • ti "` ;, ' SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY LEACH FIELD - SHALLOW ABSORPTION TRENCHES �.. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING = _ ter•, ' w ` b'' E DESIGN PERCOLATION RATE 1 5 MIN/1N .: i*' `�, _ •h '' PUMP. 4`„p ALL JOINTS MUST BE SEALED. APPLICATION RATE= 1.2 GPD/SF ►• • x<r ; r SEPTIC TANK & PUMP STATION DETAIL 2' WIDE TRENCH LENGTH REQUIRED 92 LF a��#';�' ` ?&ti . ♦ • r •:tt `"- .: -s �" � - -i � ..� "tip r� x NTS USE 3 TRENCHES AT 35' LONG 105 LF3` rx { n #�s>�a��sr � �•, ��, tt2 r > 'X�a^ ��w x$ � to � ��' 3,rs� ,, r " POTABLE WATER SUPPLY to BE EXISTING LAKE GEORGE LAKE WATERk, i .e «�• 4 ' #€ ? + M1 t LOCATION MAP S17E LOCATIo NIS SYSTEM INSTALLATION NOTES W 68 48' CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL W 160.43 HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC S 82'20' N 84'07' WPIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS TOE OF FILL; TAPER AS 287 56 NEEDED FOR SITE CONDITIONS, AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE 1:3 MAX SLOPE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. ' PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC NOTE: KAHN RESIDENCE AND GARAGE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID ' � RESIDENCE TO NORTH USE LAKE INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE WATER FOR WATER SUPPLY `oo TOP OF FILL j,Z o " PROPOSED ABSORPTION FIELD; y AND PIPE LX p HOUSE SEWER, 1/4 4PERV FT. (3) STANDARD PIPE-IN-STONE W�� THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING MIN. SLOPE 22' TRENCHES 0 35' EACH �,�� r STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED PROPOSED 1000 GAL PRECAST 6, INSTALLED SHALLOW o SITE SOILS DATA v --A H01NTS OR LESS DOWN 1NEALL UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH N S. CONCRETE SEPTIC TANK its TEST PIT TP-1 -- 10/16/07 BY T.HUTCHINS, P.E. WITNESSED � Z ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT N SURFACE RUNOFF AWAY FROM 7I•IE DISPOSAL FIELD. i C`---__ y6 c NOTE: MAINTAIN 10' SETBACK TO ' 8Y DAN RYAN, P.E. - TOWN ENGINEER FOR QBY Ow �'' -- SF��pRiN v-, PROPERTY LINE WITH SEPTIC TANK, 0-30" DARK LOAM Nc PUMP STATION AND ABSORPTION I " o DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER » D FIELD (TOE OF SLOPE) 30-45 YELLOW-BROWN MEDIUM & FINE SAND _ O PIPING HAS BEEN INSTALLED. r ( PROPOSED 4 SCH-40 PVC A t 62"f SILT & CLAY IN HOUSE EFFLUENT SEWER; 1/8" PER 47 10 D SHALLOW ABSORPTION TRENCH NOTES FT. MIN. SLOPE BOTTOM OF PIT ® 64' TENNIS COURT THIS SYSTEM U77UZES SHALLOW ABSORP77ON TRENCHES, CUT ALL TREES, MOTTLING 0 38" STUMPS AND OTHER VEGETATION AT GRADE AND REMOVE. REMOVE V ROOTS To 36 --i �� i � \\ �� � DRY ENTIRE DEPTH STUMPS AND EXISTING ORGANIC MATERIAL FROM SURFACE PRIOR TO - ,_------- SHED.; PLACING FILL. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSOPRTION -•-------- S j---- _cy- --+- - -- 3� ! FIELD AREA. BOTTOM OF TRENCH TO BE INSTALLED 2" MAXIMUM INTO PERCOLATION TEST EXISTING GRADE TO PROVIDE 36" OF SEPARATION TO SEASONAL HIGH ---- -10'PROPERTY LINE SL7SACK.-- P� - 10116107 BY T.HUTCHINS, P.E. GROUNDWATER TABLE. PROPOSED - STABILIZED PERCOLATION RATE: 2 MINUTES, 50 86'S3 E 505.90 DISTRIBUTION BOX SECONDS PER INCH CONSTRUCT DRAINAGE SCALE UPGRADE OF SYSTEM IN ORDER TO DIVERT / 10 C017q�SETBq�-� PROPOSED 2" SDR-26 PVC \ TO F QUE NSBl ACE RUNOFF AROUND ABSORPTION FIELD. / (NO BASEMENT FOR Cp FORCE MAIN; PROVIDE POSITIVE BU I L I G & C PT. I/ TTi4GE) DRAIN13ACK TO PUMP STATION PROPOSED 500 GAL PRECAST ReVI � t ¢¢ + ONCRETE PUMP STATION WITH 33 DUPLEX PUMPS 3 1 EXISTING SITE PLAN �alT �f,=Ji I�#pup r 3 "— NOTES A a_ F dcis� �3LS sL forth t pia ram." SCALE: 1 —2o FILL MATERIAL O r ~ , AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE �7 3 ENTIRE AREA OF PROPOSED ABSORPT1a4 TRENCHES AND `t 'de�_I UR E AT 4" MINIMUM TOPSOIL ON TYPICAL ABSORBTION TRENCH TAPER AREA. SYSTEM FILL TO BE LOAMY SAND FILL WITH -- ••• C�ENTIRE FILL AREA. SEED (3) REQUIRED EACH 35' LONG PERCOLATION RATE SIMILAR TO IN SITU USEABLE SOIL IN E TAX MAP#227.6-1-1 6.0' TYP TO TOP 6' TYP. TRENCH AND ESTABLISH TURF OF TAPER SPACING ABSORPTION FIELD AREA. FILL TO BE STABILIZED IN 6' LIFTS ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL TO A TOTAL DEPTH OF 16-22" (NOT INCLUDING TOPSOIL) ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION ............................ : = FIELD; SEED AND ESTABLISH TURF ABOVE EXISTING GRADS FILL MATERIAL SHALL EXTEND 6' .............................................. ............ ............. ........ .. .................:. :::.......:::.. :._.'. OF OUER TRENCH ON THE ............................. ...................... O ..'.'::. :::.'.'.:.::::'. .'::::.:.............. _- HORIZONTALLY FROM THE EDGE { f I f--_ I { FILTER FABRIC ' '--I — ---j — MIRAFI 140N OR EQUIVALENT LOW SIDE OF THE FIELD. TAPER THE IILL AREA AT A OP T MEET WITH THE EXISTING GRADE. MAXIMUM SLOPE O � I O — -- f- -i I i — 1 ISSUED FOR PERMIT 10/24/07 — 12 MAX - 0 ISSUED FOR TEST PIT REQUEST 9126107 M-I N� -i----; I -=1 I I ! — I ---;j ,-_' -i !�.��-��I-r-! _-�I----}1��i j� _. !�..TI-ii—i i !.�L1..f-{--�--�—F•+-_f'--I `I I�_—!—-- 6„ MIN. Revisions Date. - - ,_�---1 ;-1 I—f ; 1—i ; f— i ! I I 2" MIN. ��d.70 0 SLOPE ap���o I SEASONAL] A _ ;_ : I o --- WASTEWATER REPLACEMENT DESIGN ! - _ ; + APPROXfM__- i ---! �- HIGH GROUNDWATER ! ;-�, - - I ----I - TAPER AREA FOR SHALLOW i ' - f ' _" I ; __ I -, , ,_ _ ABSORPTION FIELD; SYSTEM FILL" prepared for: pao;�)mpp;OOC3 O o�ALL AROUND 6" 4" PERFORATED PVC LATERAL, Jean KahnICIII BaRGANIC MATERIAL 16-22" MAXIMUM MECHANICALLY WM INSTALL BOTTOM OF TRENCHES SLOPE 1/16" - 1/32" PER FT. END CAP MAP REFERENCE: 1279 Pilot Knob Road Katy y TAPER AREA FOR SHALLOW EXISTING O �— ABSORPTION FIELD; SYSTEM To BE REMOVED PRIOR TO STABILIZED SYSTEM FILL 2' MAXIMUM INTO EXISTING GRADE TO BOUNDARY INFORMATION TAKEN FROM 'MAP OF LANDS AT Town of New York FILL ALL AROUND PLACING GRANULAR FILL MATERIAL, 3-5 MIN. INPLACE MAINTAIN 3' SEPARATION To S H.G.W. 3/4" E t 1/2" Queensbury, Warren County, STABILIZED PERCOLATION RATE CRUSHED STONE KATSKILL BAY - LAKE GEORGE. N.Y. TO BE CONVEYED TO HARRY PULVER FROM WALTER D. PALNER" MADE BY E.L.H. Drawn: LWD Checked: GTH Scale: NOTED Date: 9/26/07 SHALLOW ABSORPTION FIELD SECTION ABSORPTION TRENCH PROFILE MEYER, C.E. DATED MAY 3, 1947. 169 Haviland Road Queensbury, NY 12804 pn NTS NIS CHOUSE OUNTY AND 0774EARL PHOTOS SCALED 1N FROM WARREN (518) 745-0307 Phone 29282-01 GISHutchins Engineering 518 745-0308 Fax