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SEP-000681-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 WINOW Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000681-2016 Date Issued: Tuesday,November 15, 2016 This is to certify that work requested to be done as shown by Permit Number SEP-000681-2016 has been completed. Tax Map Number: 239.16-1-9 Location: 13 SIGN POST RD Owner: Andy Morehouse Applicant: Onsite Engineering This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSSBUR/JY 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&Code Enforcement Planning Board or Zoning Board of Appeals. Amhk TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 qW Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000681-2016 Tax Map No: 239.16-1-9 Permission is hereby granted to: Ellsworth&Son Excavating For property located at: 13 SIGN POST 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 Owner Name: Andy Morehouse Septic Disposal-Residential $0.00 Owner Address: 13 SIGN POST RD Total Value $0.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Ellsworth&Son Excavating 76 ELLSWORTH LN Lake George,NY 12845 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,October 12,2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration datekse ) Dated at the Town of eensb j / eober 12,2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only p DATE /-2V—4 Received Tax Map ID Tax MAP ID Permit No. gip- Gilb ) Permit Fee 4 40 LOCATION OFINSTALLATION A ag: \v-%-ooh) 112-5 Z.'t ka lea�feANY /Zg9� APPLICANT ER«' M��U /��'/^" O^s��/ egj)l V/,PHONE/E--mAAIIL 3���Zs9 6 -1 ADDRESS pzq. ;Fox >72 6S—/�y1aL�$e. AIV Q �/� INSTALLER/BUILDER: �jLIJ/7A 45DA/ GXC�aU� G PHONE/E-MAIL ` 'tom/2� /Z46 ADDRESS: Tl7 �l(SLu01rh /�Y1p— L—> .j ,j �(eh.✓�3Q_ , NY I Z WNER NndliJ /-1,?Ie ,�, / / PHONE/E-MAIL Address /3 Pc'54 �L,a-e tl-fL CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: �C- ✓�""'�-'��� �G- PHONE RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older 'Z //O Z Z-c7 Garbage grinder installed _Y -X N 1981-1991 Spa or Hot Tub installed_. —Y _N 1992-Present PARCEL INFORMATION 11U1 Topography Flat rolling Y- Steep slope lopq�C Soil Nature Sand _Loam CI U Groundwater At what depth? +/O _ G & CODES Bedrock/Impervious Material At what depth? Domestic Water Supply GQh&,57 _Municipal _Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: /ZAPIQ per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size f--7U gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: _;size Alternative System Bed or other type? Holding Tank System Total required capacity? Tank size #of tanks ezeL " �i apt 7 vI (Aif Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer allow systems to be covered until such time as an As-Built plan is received& approved. The installed system must match the septic system layout on file-no exceptions. DECLARATroN: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requiremeep�ts of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: Date: 9z—,:5 Signature: /�L��' Date: Town of Queensbury Building&Codes Septic Disposal Permit July 2014 ENGINEERINVGP L NL October 6, 2016 Town of Queensbury EV I S E Attn: Mr. John O'Brien 742 Bay Road Queensbury,New York 12804 RE: Revised Onsite Wastewater Treatment System Design Morehouse Cottage 13 Sign Post Road Queensbury,New York 12845 Dear Mr. O'Brien: Attached please find two copies of Figure 2 of the Onsite Wastewater Treatment System (OWTS) design for 13 Sign Post Road, Queensbury, New York. This Figure has been revised to show the approximate location of the property line. Please call if you have any questions. SincereI Eric E. Murdock, P.E. cc: Mr. Andy Morehouse, Owner P.O. Box 6265, Syracuse, New York 13217 • Phone (315) 254-6891 www.onsite-engineering.us CP-o C)O*Ls1 Zoe 1p rr:�� Eff ENGINEERING PLLC November 16, 2016 [E C L 0 V Town of Queensbury D f�OV tf 2�:� Attn: Mr. John O'Brien, Codes 742 Bay Road Queensbury,New York 12804 TOWN OF OUEENSBURY www;ikobrien93&yahoo.com BUILDING €. CODES Re: Onsite Wastewater Treatment System Installation Morehouse Cottage 13 Sign Post Road Lake George, New York 12845 Town of Queensbury Dear Mr. O'Brien: The undersigned completed final observation of the above-referenced onsite wastewater treatment system on October 20, 2016. Construction observation was completed during the construction phase. The installation was completed in substantial conformance with the intent of the design drawings dated October 5, 2016. Do not soitate to contact (315)254-6891 if you have any questions. Sincerely; Eric E. Murdock, P.E. cc: Mr. Andy Morehouse, Owner P.O. Box 6265, Syracuse, New York 13217 Phone (315) 254-6891 www.onsite-engineering.us COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE -A ELECTRICAL APPROVAL Permit No A..................... ­­­.......Cert. Na 40690 Cut-in Cud No..................................-. C- 62 Location .7 / ............................................................................................................................................................ Installation Consisting S.. `.S... ..................................... .................................................................................................................................................................................... ...................................................................... .......... x.....11-11-1........... Q\_Z Installed By.....41.��...7 t t 1,lp 1.) .....................................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall b t] d f, inspection. e all in 'e Inspectors of this Company shall have the privilege of making Z"Z'y sna'�pyoime, and if its rules are violated,the Company shall have the right to re#y,(this ..................... .................. ... ............................ Date../ ......../..�........... INSPECTOR...... txa� Member N.F.P.A.,I.A.E.I. COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No. Cert. N 2 4 0 6_57_ctira.LN. ................... .................. ............................................................................ I.... ......... ................ ............;................................................... ............. Location 91111111111111M ....�__111-- Installation Consisting ................­­................... ......................................I........................... .....I.,.....................................................................I............ .1-11 ....................................... .......... .in y ........... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of tional equip' ejj,,40,jSation shall fly made fiql-gnspection. Inspect this CompanWiavet!e privilege of inakin ns bons'at any time, and if its Mies are violated, the Company shall have the right to yevwe th ate.e- (_-1 Date... - ig; 11111111W........................... ....................I..................... AN-11MMM"' Member NAPA.,I.A.E.I. L u T U) IU�j j CE -00 � °_ co® o ® � U) ® ca e o i:3 Sign Past Road W Q A70 (U � Lu 3: a a �� W NU) 00 �� z oca — m ,0 c c N L) r O �� L U) O CO N FAL COPY w 00W cv Qr fY of O � SITE LOCATION MAP >- LL co =a• - _ NTS Q z N hr-1(1 Q00 l�;�in"lit � L 7 Q Of Oc.D -D O O Or-O S " F TOWN OF QU S R v o o 9GOZ 0 1�© ! ) BUILDING & O F Lu v~i w o� O Reviewed By Rev w z - D 1✓L O Q Ir ate: �� w LJ m o � ry 00Lu W LLJ � � — INDEX OF DRAWINGS o � Y zQ0- 1-1- J � FIGURE 1 — SITE LOCATION MAP & DRAWINGS INDEX o N O U) ��OF NE4, FIGURE 2 - REPLACEMENT ONSITE WASTEWATER TREATMENT SYSTEM o r� O o Ljj � ��� MUROo 0'A� FIGURE 3 - SELECTED DETAILS w ~ * t n i 'r o FIGURE 4 - SYSTEM SPECIFICATIONS & GENERAL NOTES ICD w FILE NUMBER EEM2016-061 O DATE 09-20-2016 ---------------- - -- --- - -- FIGURE N0. u U) U) BASIS OF DESIGN THIS PLAN INCLUDES INFORMATION FOR INSTALLATION OF AN ENHANCED TREATMENT UNIT AT AN EXISTING 2 BEDROOM COTTAGE. NO ADDITIONAL BEDROOMS ARE BEING PROPOSED. q) �' T THIS DESIGN SPECIFIES THE INSTALLATION OF A CLARUS FUSION � 0) PROJECT LAKE GEORGE ZF450 ENHANCED TREATMENT UNIT. THE FUSION ZF 450 IS AN NSF � NORTH STANDARD 40 APPROVED CLASS I SYSTEM WITH A 450 GPD O n TREATMENT CAPACITY. GRAVITY FLOW THROUGH THE FUSION CONTINUES TO AN EXISTING DRY WELL. �: DESIGN FLOW 110 GALLONS PER BEDROOM X :2 BEDROOMS = 220 w ' GALLONS PER DAY; NO GARBAGE GRINDER. NO ADDITIONAL BEDROOMS SHALL BE ADDED. �--� z 00 -H m DRINKING WATER IS SUPPLIED TO THE COTTAGE FROM LAKE GEORGE. NT 14- w NO ONSITE DRINKING WATER SUPPLY WELLS ARE KNOWN TO BE N < LOCATED WITHIN 100' FROM THE EXISTING SEPTIC SYSTEM. --'r— j o CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE uco PROFESSIONAL ENGINEER CERTIFYING THAT THE SYSTEM WAS H INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED 6— C.0 DOCUMENTS. THESE PLANS HAVE BEEN PREPARED FOR THE USE BY :�E THE CURRENT PROPERTY OWNER. UNAUTHORIZED ALTERATION OR LLJ ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK STATE oo W EDUCATION LAW ARTICLE 145, SECTION 7209. C�4 � Lu 2 BEDROOM 10' o � L COTTAGE >- li 00 p@ UI—JJ UUI` wU' Ow UO D N 0 [0 [-- FUSION ZF450 UNIT I— L Q � SEE SPECS & DETAILS O CD O O U � O ry >- 9<ter & UV LIGHT DISINFECTON UNIT (n CD Z Lu CD OSEE SPECS & DETAILS DRY WELL () (J (} O= n I Ooz � O 1— PROPERTY LINE LLJLLJ :2 � Lj M O O Ld p loll � I 0- LL. <� U) OF NF4 z 71 O y o C9 N MURop o� QcnLLJ n O o 6q N,.. {{ n Ld w I z z� j ONSITE WASTEWATER TREATMENT SYSTEM PLAN 0 9 - FILE NUMBER of ss 1 — 20'—o EEv12016-061 DATE 10-05-2016 --------------------------------- ----' FIGURE N0. RID AIR - ( � U,�;E eW',iER 843/4 I J P0ER CORD L PaUra L - OUTLET ADAPTER e C M E5) INLET OUTLET l CONDUIT OPANEL m N RED AIRUNT H E \ AIR LEE � ELBOWS I TO PANEL BLUE AIR BLUE AIR UNE W ?� L UNE RISER COVER NOi SHOWN FOR CLARLIY n o :a NOTES: I co 1) DIMENSIONS 'I' AND 'E' ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. 2) THE OVERALL HEIGHT DIMENSION 'H' IS TO THE TOP OF THE NARRO';! Lr) ADAPTER RING. NOT THE RISER LID. i• N ,r 3) A RISER COVER COMES STANDARD. ADDITIONAL.RISERS ARE m PURCHASED SEPERATELY.El Ln tS EXCAVATING DIMENSIONSC) 00 SYSTEM L W H I E RISION 460 7-1' 3'-8' S'-2" 4'-4' 3'-10' FUSION 450 - DIMENSIONS & EXCAVATION DETAILS FUSION 450 - AIR PUMP DETAILS N X r NTS NTS FUSION CONTROL PANEL >- li ,1- P w 0 N r w _ INSULATE TOP OF UNIT W/ L -7 Q RIGID FOAM INSULATION. O GD ::) 0 O A�' AIR COMPRESSOR R-8 PROTECTION REQUIRED (, ry p x - [ w o MINIMUM. EXTEND RIGID 2 RISERS AND LID PLACED INSULATION 12" BEYOND AIR COMPRESSOR w LLJ O (� ( ON STONE PAD, M PROMOTE TANK ON All SIDES (J) (n W DRAINAGE AWAY FROM COMPRESSOR. 2 RISERS AND LID PLACED wp Z INSULATED LID ON STONE PAD, TO PROMOTE 1' STONE PAD DRAINAGE AWAY FROM COMPRESSOR 0 � J w Z4Z .I, DO NOT INSTALL UNDER w co (' CD DRIPLIN9E OF ROOF. p Q Z T) 0 W :2 0 W W CLEANOUT / W M (') e� TO DRAIN FIELDF- r 1p NJ Cy w BUILDING 0 v J O Y SEWER LINE AIR LINES d 0 Q Z 0 J o U' - cn FUSION VENTS THROUGH HOUSE VENT. IF HOUSE STONE PAD � N VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM O o NOT MEI:'T THE BUILDING CODE AND THE FUSION {- ER'S RECOMMENDATION & REQUIREMENTS. Of A VLd ENT MUST BE INSTALLED �`' 0 ,`Q G E. O a o ���\ 0��� FUSION TREATMENT UNIT AIR PUMP INSTALLATION FILE NUMBER 'F 4.� * o EEM2016-061 - �. FUSION 450 - TYPICAL PROFILE NTS 09--202016 ------ � ------------ �- `� o FIGURE NO. �o X79992 ��` NTS `�OFEssioN� 3, GENERAL CONSTRUCTION NOTESU GRADE ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH THE 0) NATIONAL ELECTRIC CODE, STATE CODE, AND LOCAL CODES. m ELECTRICAL NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH SHALL BE CONNECTED TO THE •� JUNCTION BOX SYSTEM. V ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD. Q 4"0 SCHD 40 RISER LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT DISTURBANCE TO THE EXISTING to co VEGETATION INCLUDING MATURE TREES. SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO TREES �_ •� N SHALL BE REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. ALL AREAS DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED WITH A MINIMUM OF 4-INCHES OF TOPSOIL AND PROPERLY SEEDED INLET OUTLET TO GRASS AND MULCHED. SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY REQUIRE REGRADING IN A YEAR. UJ W ' 4J IYP. SILT FENCE AND STRAW BALES SHALL BE INSTALLED A,S NEEDED TO PREVENT SOIL FROM WASHING 7 00 OFF-SITE. `_ CSO \ DISINFECTION 't THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK 1-800-962-7962 CHAMBER OWNER LOCATE ANY ON-SITE UTILITIES PRIOR TO INITIATION OF ANY CONSTRUCTION HAVE THE PROPERTY Lo TRUCTION ACTIVITIES. ANY )• N UNDERGROUND ELECTRICAL UTILITIES IN THE VICINITY OF THE OWTS DISPERSAL FIELD SHALL BE ZLo RELOCATED AS NEEDED AT THE DISCRETION OF THE OWTS INSTALLER. (� I I' - LLJ co MAINTENANCE SHALL BE PERFORMED BY ONSITE SALES & SERVICE, LLC. IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURES RECOMMENDATIONS OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS DOCUMENT CL0056, DATED 2012). ONSITE SALES & SERVICE, LLC. HAS BEEN TRAINED TO PERFORM CIS INSTALLATION, OPERATION & MAINTENANCE BY THE EQUIPMENT MANUFACTURE AND IS AN AUTHORIZED ui UV LIGHT DISINFECTION UNIT SERVICE PROVIDER. N L o ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH (Y z NTS EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL REGULATIONS. O � J SYSTEM SPECIFICATIONS CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE PROFESSIONAL ENGINEER CERTIFYING THAT >-- 00 THE SYSTEM WAS INSTALLED IN SUBSTANTIAL ACCORDANCE WITH THE APPROVED DOCUMENTS. Lv 3: O N (IJ NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF THE OWTS IS WARRANTED OR Q Z I- pQ � W NEW BUILDING SEWER SHALL BE CONSTRUCTED OF 4" DIAMETER SCHEDULE 40 PVC OR EQUIVALENT H PIPE WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF % IMPLIED BY THE ENGINEER.INCH PER FOOT. NO I_- tai Z (� 90-DEGREE FITTINGS SHALL BE USED, IF 45-DEGREE FITTINGS ARE USED THEY SHOULD BE FITTEDO C7 .D O O THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE PRODUCTS ONLY. USE OF ANY OTHER (, � O of >- C-6 WITH A CLEANOUT. PRODUCTS MAY CAUSE PREMATURE FAILURE. W0 (-) cQ INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN ACCORDANCE WITH CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY OF THE MANUFACTURE/SUPPLIER. CD I V) W z MANUFACTURES WRITTEN INSTALLATION INSTRUCTIONS FOUND IN CLARUS DOCUMENT WORKMANSHIP IS THE RESPONSIBILITY OF THE INSTALLER. THE UNDERSIGNED ENGINEER DOES NOT W >' O Z O CL0056, DATED 2012. TREATMENT TANK SHALL BE PLACED ON 6" LAYER OF WASHED BROKEN O Q fY 0- - STONE (1/4 - 1/2 INCH DIAMETER) LEVELED TO WITHIN 1/8-INCH SIDE TO SIDE AND END TO GUARANTEE OR WARRANTEE EITHER OF THE ABOVE. J � Lv END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN TANK. FUSION 450 TANKTHE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, PIPING, RISERS, COMPONENTS, AND LIDS 0 m CD 0 V MEASURES 85't X 4.4"W X 62'H. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES SHALL BE INSTALLED WATER-TIGHT. THE SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. CONTRACTOR O ¢ -Z (n O OF THE FUSION UNIT TO BRING THE SURROUNDING GROUND TO GRADE. INSTALL THE FUSION WITH WILL RE-INSTALL ANY EQUIPMENT/COMPONENT THAT IS NOT FOUND TO BE WATER TIGHT. TANKS SHALL O W Ld V- ONE 6-INCH RISER TO BRING THE LIDS TO GRADE. BE INSTALLED AS NEEDED (TO BE DETERMINED BY THE INSTALLER) TO RESIST BUOYANCY. W M O U INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL N Cl Lv W SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH ENGINEER-APPROVED EQUIVALENT SERVICE TO FUSION PANEL. INSTALL A GROUND FAULT INTERRUPTER (GFI) EXTERIOR OUTLET INSIDE EQUIPMENT OR MATERIALS. PROPOSALS FOR PRODUCTS SEEKING APPROVED-EQUAL STATUS SHALL BE � LL_ Y W THE RISER WHERE THE COMPRESSOR IS LOCATED. SUBMITTED TO THE ENGINEER FOR REVIEW. z OCD z J FUSION EFFLUENT SHALL BE PIPED THROUGH A 4" DIAMETER SCHEDULE 40 PVC WITH ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN IN COMPLIANCE WITH THE F= N W SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8 INCH PER FOOT INTO AN EXISTING DRY NATIONAL ELECTRIC CODE, STATE CODE, AND LOCAL CODES. C) �-- WELL. r O a Un OF NEVA NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH SHALL BE CONNECTED TO THE Cl � }- �P�� yO,Q SYSTEM. (D U)Q�G 0 o co cl� ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD.ry FILE NUMBER r_ Of THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT PROPERTY OWNER. UNAUTHORIZED EEM2016-061 Il .- `cw ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209. DATE 09-20-2016 719 FIGURE NO. AROFESSIO�� 4