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BOTH-000387-2016 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804.5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000387-2016 Date Issued: Thursday, June 23, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000387-2016 has been completed. Tax Map Number: 290.5-1-50 Location: 168 SUNNYSIDE RD Owner: Hars Pars,Inc. Applicant: Sanitary Sewer Service This structure may be occupied as a: Septic sewer line hook-up only By Order of Toxin Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the rpt/y� %� 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 12804-5904 (518)761-8201 Community Development-Building & Codes (518) 761-8256 BU I LDING PERMIT Permit Number: BOTH-000387-2016 Tax Map No: 290.5-1-50 Permission is hereby granted to: Sanitary Sewer Service For property located at: 168 SUNNYSIDE 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: Hars Pars,Inc. Septic Disposal $0.00 Owner Address: 168 Sunnyside RD Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Septic sewer line hook-up only $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, June 17,2017 (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 date.) Dated at the Town of 2, 2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement 290.5-1-50 BOTH 387-2016 SEPTIC DISPOSAL PERMIT Hars Pars, inc. (Golf Course) 168 Sunnyside Road 6 " 22 Sewer Line Hook-Up I Sanitary Sewer afCo� Permit No. Pe,TW a, 1tl1+7aP�� Permit Fee ? LQ-A710AF0FIA197,A UAr'r<� , � rid Approvals: APPr rcANT JAN,� � PHoNs1F hwL A(3DRESS aT li _ �1�Cr5( t "CP!�..� J �� r .S`' ; Com/ I t PHONEIE MEAL Address CONTACT PERSON FaH1BUILD/NO9QQ,9ES'QCMP1,LAfIIE€: U` -- °' PfloN.. -7�r��nr�;= a �rienr d+I iv evf Year Built ;of bedrooms :C3atlons per bedroom =Tatal Daily Flow 1990 or alder Garbage grinder Installed ,Y N 1981-1991 Spa or Hot Tub installed _Y f99�-Present PARCef-Pt102aWTfdN `topography Rat rolling SieeA slops 9!o slope Sail Nature Sand Loam Clay other Groundwater At what depth? d`-A Bedrock!friverviotis Material At what depth? IY _ Domestic Watsr supply Municipal Well Cd well,water supply front any septic system absorption is it.) Percolation Test gale: _ per minute per inch(test to be cornpleted by licensed engineering!architect) aawpoS--l3 sysm FOR lift=y PQNgT'RUCTj0X Tann Size c-v gallons(rc►inimum size 1,eoo 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 Seepage Pip with#S stone flow marry: :size Alternative SyStettt Bed or other type? Holding Tank System Total required capacity? Tank size iF of tanks NOW9! 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer auow systems to tie covered urrilt such time as an As-suiK plan Ea received&approved. The Installed system must match the septic system layout on file—no exceptiOM DFCLARAgog: 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,theae and areerrfs of the Town at Queensbury Sanitary Sewage Disposal ordinance. Print Name: ©ate: 6 Signature: � Date: Town of Queensbury Building&Godes Septic Disposal Permit dilly 2014 1 ' ., „..�, s SITE NOTES - DATA OIL .. � ar U TEST _ O 1. IT IS THE SOLE RESPONSIBILITY OF THE PIT ~ ~ CONTRACTOR TO COORDINATE THE FIELD LOCATION OF '1 W 0-12 TOP SOIL a� ALL UTILITIES WITH THE UTILITY OWNERS. 12-30" FINE LOAMY SAND (COMPACT) 30-76" FINE SAND LOAMY SAND i, °' ' O w 2. 1T IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ROOTS :,@U 36' + - y ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION, GRADING / as11 r12 AND CONSTRUCTION, STABILIZED PERCOLATION RATE - 1 MINUTES 08 SECONDS PER INCH ' TEST PIT AND PERC TEST BY NACE ENGINEERING - 4/14/04 7 LATERALS WITH 6 INFILTRATORS EACH j 3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS TOTAL LINEAR FEET OF INFILTRATORS = 350 LF ;" � �' � MATERIAL OFF OF THE PROJECT SITE IN A LEGAL MANNER. ....r 50% REPLACEMENT AREA'PROVIDED, WHICH WILL .� USE 4 LATERALS WITH 5 INFILTRATORS EACH, LU 4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES I r'' rya ,a>, :� «s OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK. ,f ..a73 0 �, � �, � o W k DESIGN �, Uj = N Q BBROUGHT TO THE EFORE PROCEEDING WITHLU ANY DISCREPANCIES OR QTHE WORK. EUESTIONS NGINEER ORBE ERESOLUTION SEPTIC;DIATELY SYSTEM D „. . . � ->:a Baa .� a7� c� DESIGN FLOW - EXISTING 6 BEDROOM HOUSE WITH POSSIBLE FUTURE BEDROOMi 5. THE CONTRACTOR SHALL PUMP OUT AND BACKFILL THE EXISTING i ABOVE GARAGE. SEEPAGE PITS AND DISCONNECT PIPING FROM THE HOUSE. - NEW FIXTURES TO BE INSTALLED IN EXISTING RESIDENCE,. O o. � v, as . • 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURSE PRIOR TO REQUIRED INSPECTIONS. REQUIRED INSPECTIONS ARE: PRIOR TO _ w DESIGN FLOW REQUIRED 770 GPD COVERING PUMP STATION & SEPTIC TANK, PRIOR TO BACKFILLING OF LATERALS AND UPON COMPLETION OF WORK. SEPTIC TANK - USE NEW 2000 SEPTIC TANK cca. tea, ' = 7. THE CONTRACTOR SHALL KEEP RECORDS DOCUMENTING ANY CHANGES FROM ABSORPTION FIELDS - FAILURES OF EXISTING SEEPAGE PITS MAKE HOUSE - ; THE CONTRACT PLANS AND SPECIFICATIONS. THESE DOCUMENTS SHALL BE ! EXISTING SYSTEM UNUSABLE. - -CU - � PROVIDED TO THE ENGINEER AT THE COMPLETION OF THE WORK FOR THE - INSTALL NEW PUMP STATION AND ABSORPTION FIELD. PURPOSE OF PREPARING AS-BUILT PLANS. - SOIL PERCOLATION RATE OF SOIL = 1" IN 1 MINUTE 08 SECONDS 2,000 GALLON 770 GAL./DAY/1.20 GAL/DAY/SF = 642 SF OF ABSORPTION AREA REQUIRED SEPTIC TANK - FORT MILLER OR EQUIViLENT 642 SF / 2 FT (WIDTH OF TRENCH) = 321 LF OF ABSORPTION TRENCH REQUIREDSITE . O PROTECTION & RESTORATION - t PROTECTAALL CDISAREAS OF THE SITE FROM UNNECESSARY i - . .. , . ••.. . . •..... � ..... ,... ., ... .... .... ... .. . � o fO�.�� 2. PROTECT EXISTING TREES FROM SKINNING AND FILLING i 1 �. cam• my ; AROUND BASE. �._ 3. PROTECT ALL ASPHALT ROAD AND DRIVEWAY SURFACES - E-- 101i —*-< I a E c ' FROM DAMAGE BY CONSTRUCTION EQUIPMENT. GARAGE i, ) Lti N$-•=m a 4. UPON P F = W/ FUTURE 'n I ��� c�°' PO COMPLETION 0 SEPTIC SYSTEM INSTALLATION, BEDROOM C -- �, � , ROUGH GRADE DISTURBED PORTION OF SITE AND PLACE a ( � _ °�_�' v � A MINIMUM OF 4 OF TOPSOIL IN ALL DISTURBED AREAS. }; Q� NEW PUMP STATION - G', 1�ti - l� FERTILIZE WITH STARTER FERTILIZER �� (SEE DETAIL) 1 �_.J �� iU 0_$_= 5. FINE GRADE TOPSOIL, �' t> w _$ $ =3 (5-10-5 AT 40 lbs. PER 1,000 sf, SEED WITH LOFT'S TRIPLEX m ca '� �� © APPROX. LOCATION OF ✓ ` - ~� ' = GENERAL MIX OR APPROVED EQUAL AT 5 ibs. PER 1,000 sf AND P �� MULCH WITH STRAW - OR HYDROSEED. ��iv SEEPAGE PITS TO BE �, i ABANDONDED c { __ z m ,r .. SEQUENCE OF WORK E v 'o��' IL, a' E� � � w 1. PUMP OUT EXISTING SEPTIC PITS AND DISCONNECT INFLUENT PIPING. _;� Uj 3. INSTALL NEW SEPTIC TANK, PUMP STATION, REPLACEMENT ABSORPTION SYSTEM AND PIPING AS SHOWN AND NOTED. 4. RESTORE AND MAINTAIN ALL DISTURBED AREAS AS NOTED. i HOUSE i a I W/ 6 BEDROOMS GARAGE z .. /— // /— // _ - /— // [ j ..., ,,.i.ii,,.i.. ,i.,. .., . .,..0.,..,.. .. i .. ,, ..,. i . . , i. ii, i.i .i„„iii, . ,ii, Rii,..,. ,. . ...,,i, .i i„, i. i,.uw,i.. . ..ii.,., .,,,... .i, ......., ••... - 4 s 15% MAXIMUM CROSS SLOPE ' SUNNYSIDE ROAD 9 ON SLOPED SITES OVERFILL TO ALLOW �. ,” I HAVE SEEN SEPTIC.QBS OBSERVED,ALL N FOR SETTLEMENT L OBJECTS �.... S OI VES, WELLS, TREES, FENCES, ETC co ` ,. SUCH A H /� /i i,/ I N..• MEA,' EO' E DISTAN STM�” S DIAGRAM. OT TO.SCALE. ........ IS DOCUMENT.I HAVE PERSONALLY _- EARTH-,- FILL AR 12" T❑ 19- EAR FILL � z x zz .�_..- � SIGNA URE s DATE ;' / ~ INFILTRATOR CHAMBER SYSTEM ^-- ;-4 Q O WES EQUALIZER 24 OR EQUIVALENT. 0j co PROVIDE SOLID CON CRETE �l 'jj y} BLOCK SPLASH PAD UNDER � � � ' . ;}".,s�o ;z, C•;I.�T�"w"%,.;.;,,: � h--� INLET PIPE OF EACH TRENCH N 290.5-1-50 � PROVIDE OWNER WITH AS—BUILT BOTH 3$7-2016 � Hars Pars, Inc. (Golf Course) MAXIMUM SEASONAL HIGH I = MEASUREMENTS TO ALL BURIED COVERS 168 Sunnyside Road rn FROM AT LEAST 3 FIXED, PERMANENT GROUNDWATER ELEVATION - OBJECTS SUCH AS BUILDING CORNERS. Sewer Line Hook-Up J Sanity Sewer I APPROXIMATE ., FINISH GRADE LEAVE 6" LONG IRON REBAR BURIED INFILTRATOR ABSORPTION TRENCH SECTION 4- BELOW SURFACE TO MARK COVER ACCESS HATCH N. . INLEl� BAFFLE (� I, T.S. 1I GROUT WITH 12" MIN. COVER OVER ELECTRICAL FINI D o� NON-SHRINK i ALL STRUCTURES j JUNCTION �GRA� 16 1 1 #2 DISTRIBUTION BOX a r�GROUT (fYP.) `f BY FORT MILLER OR EQUAL ?:;.'.; ��}'! ':`. tl ��gV �� p,..... „ n LIQUID VEL IN. SLOE?E v•. F 0\5 i. TOPSOIL 6" min.), SEED AND 1/8" PER (FOOT I ® - PUMPS 'IBES MULCH SEPTIC SYSTEM AND ALL a 1 . 12'�� ° ALL OUTLET INVERTS 4 PVC I E DISTURBED AREAS IMMEDIATELY 2,000 GAL. SEAMLESS g INLET & M °°° PEA MUST BE SET AT ALARM ON T / 1 USE 2-1/2 PIPE AFTER INSTALLING SYSTEM SEPTIC TANK BY FORT OUTLET �. GRAVEL EXACTLY THE SAME ( ' SLOPE TO DRAIN �F �� ELEVATION. LEVEL BOX ON PUMP ON •'. ifl ' FINISHED GRADE MILLER OR EQUAL 40 30��BAM NES oc DISTRT PEA GRAVEL AND USE SPEED — TO SCA11 LEVELERS ON ALL OUTLETS. PUMPS OFF cv PUMP STATION ....... . .L. ' BACK T U X - O -.- - ��CHECK LVE _ - -- - " �� ADJUST SPEED LEVELERS 6 DEPTH 1-.. .. . . � QUID � WITH WATER —111 — a :.:.<:.. 20 19' MAX I---. I�i I I_ '°-�, ,. .... ., .„ �-: �•= 4'-0" I.D. PRECAST CONCRETE./: �.�.' . � .. . ... •�.-,• ;� CONCRETE TO BE - _ N� INSTALLATION OF DISPOSAL TROWEL FINISHED 12 MIN, �^ A FIELDS MANHOLE WITH INTEGRAL BASE � EFFLUENT PUMP � MINIMUM 2x WIDTH '` MERCURY FLOAT —I— MAXIMUM 4x 1MDTH AND FLAT SLAB TOP. _SWITCH WITH (USE SEWAGE PUMP f AS MANUFACTURED BY FORT MILLER 4 / / �. PROVIDE 3" SAND OR o 00000 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, OR EQUIVALENT WEIGHT (TYP.) IF PUMPING INTO FILE COPY INFILTRATOR CHAMBERS PEA GRAVEL UNDER TANK—�00o°°`Poo AND SHALL BE IN ACCORDANCE WIDEPARTMENT OF HEALTH TH THE N.Y.S. (NO LADDER RUNGS) SEPTIC TANK) INFILTRATOR ---,; I HOUSEHOLD SYSTEMS, PUMP STATION . , � ,•,,,,,,SEPTICTANKS CASTM ORRUGATEDTUBING (NAS DTIC TANKCH THERMOPLASTIC FIELDS. AND AND SEWAGE y• „ ,, o BOTTOM OF TRENCH TO BE LEVEL 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW FORK 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS `BOTTOM OF TRENCH STATE AS DEPARTMENT FACTORED BY FORT MILLER SHALL E PRECAST CONCRE'-E OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 1ENT. . IF PUMPING INTO SEPTIC TANK, PUMP TO BE RATED FOR RAW SEWAGE. N � 2. PUMP CONPUMP TO BROL PACKAG2 HP E TO BELDS ODUPPLEL E D BY MANUFACTURER.ACTURER. Date APRIL 23 -_ R EQUAL. 1. BOTH ENDS OF INFILTRATOR CHAMBERS;MUST BE 3. AFTER EXCAVATION OF 2 WIDE TRENCH TO THE DEPTHS REQUIRED, / CAPPED WITH END PLATES SECURED TO CHAMBERS 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED , 2004 2. ALL LATERALS TO BE OF EQUAL LENGTH. GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITION`, AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS SMEARED SECTIONS OF TRENCH. Scale, AS NOTED 3. MAXIMUM TRENCH LENGTH IS 60 FEET. NECESSARY TO ACHIEVE A STABLE FOUNDATION. 4. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES • WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SMALL BE LAID WITH THE HOLES DOWN IN ALL TOWN OF t�U �r'Co : � Y INFILTRATOR ABSORPTION . . . . CASES. BUILDING & '�OC� � A'f_� �� 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 13 2 AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY Revi6wed By; FROM THE DISPOSAL FIELD. 6. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. Date: SHEET 1 OF 1 i i 1