Loading...
2015-429 TOWN OF QUEENSBURY L 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20150429-42311 Date Issued: Monday, July 23, 2018 This is to certify that work requested to be done as shown by Permit Number P20150429-42311 has been completed. Tax Map Number: 297.6-1-30 Location: 737 RIDGE RD Owner: Richard Kline,Dorothy Kline Applicant: Sanitary Sewer Service This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (#. 444P 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 ter. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150429 Application Number: A20150429 Tax Map No: 523400-297-006-0001-030-000-0000 Permission is hereby granted to: RICHARD & DOROTHY KLINE For property located at: 737 RIDGE 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: RICHARD & DOROTHY KLINE 737 RIDGE Rd Septic Alteration Residential QUEENSBURY,NY 12804 TestPit/Perc Test Review Total Value Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications BP 2015-429 Deep Hole Test- Perce Test(west side of residence) Residential Septic Alteration $240.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 23,2016 (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 Tow I . f eensb�•; • i n/,day, September 23,2015 SIGNED BY _ for the Town of Queensbury. V Director of Building& ode En orcement SEPTIC DISPOSAL PERMIT Office Use Only E, , I4.3 u9� .u n. .... 1.2415TE .i i _ i..' IE 1 : . II TAX MAP ID 111", t'1-3 Q Per l 2c I��L L' � $s`" 2 3 2U'l5er i • -• 0(2— LOCATION OF INSTALLATION � 111 �, t--' App •vals: 1 TOWN OF QUEE SRURY BUILDING &CODES APPLICANT k / /1P'C PHONE/E-MAIL 1 ADDRESS !'Td /74 . 1 INSTALLER/BUILDER: "I 1)74-1( Jeiveie. f z' /, e PHONE/E-MAIL ADDRESS: pa 0 2 2 6- C)Coe,--S (,---/t 7 OWNER Dd<-0-4'1- / 4,_ PHONE/E-MAIL Address 117 t 1). C J 1 �j CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: G-e___C �J�J`� PHONE G / -:_37,(( RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older /./Z) �-7 C) Garbage grinder installed _Y, N 1981-1991 Spa or Hot Tub installed _Y 641 1992-Present PARCEL INFORMATION Secy / L-�-J Topography '�Flat rolling (� ,Steep slope %slope Soil Nature Sand E?' 'i nam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply ' Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate: per minutePin per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION S e e "'- 5 Tank Size /77i gallons(minimum size 1,000 gallons,add250 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?2 e-2'34- 2---r- Holding Holding Tank System Total required capacity? Tank size #of tanks 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. DECLARATION: 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 dr umstance know by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide b .obese and all q -nts of the Town of Queensbury Sanitary Sewag , Disposal Ordinance. ;i"' �f Print Name: ����-- Date: �—2 2— i1 Signature: '�-��`S f- c � � Date: 7-ji - /..I Town of Queensbury Building&Codes Septic Disposal Permit July 2014 Town of Queensbury Building &Code Enforcement /itS Office No. (518)761-8256p InspectionReportI_ 3 - (0n, ffr) Septic / i Inspection request received. L - AP • --/-7( Name: ci_tik>✓ 4431 °11 ` Inspected on: Location: -.-1 1. d t'jRei/ Arrive: ILi�M� . p. Permit No.: aD i.5 ( 1Z Inspector's Initials: �� Co vets andlor dia•ram Soil Typ .•• 'Loam/Cla _ Type • ' .ter: Munici /Well‘AE__:-L) Waterline separation dis ft. Well separation distance L b ft. .,. Other wells: ft. Well Casing Length 50'+/- Y N_N/A [150'to well required if NO] Absorption Field: Total length c/.5— ft. Length of each trench Li C---2ft. Depth of trenches I' ft. Size of Stone ��- Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank l N\ Tank to Distribution Box LIN .bv 3� Distribution Box to Field/Pit j 1) 60(2- le, tk�' b��`3.�Qc Opening Sealed: N End Cap _Y aQ �Dog ? Inlet/Outlet Pipes&Baffles fl Manholes 12"or less below grade _vN [provide extension collar if Yes] N Location/Separations Foundation to tank t (Pr ft. C�E7 Foundation to absorption ft. 1 Separation of Pits ft. Conforms as per Plot Plan /- l\t/ Engineer Report and As-Built Y ETU Maintenance Contract provided Y N Location of S stem on 'role : t Front Rear 7-- Side Ri•i ide Middle Front Middle Rear 13E ) -+`� v'�`E. �' System Use Status: V--� n� Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office 4 Disapproved i Septic Inspection Report r i NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 September 21, 2015 Project#49388 Mr. Tim Kline 737 Ridge Road D ECIEONVE Queensbury,NY 12804 Re: Proposed Replacement Septic System SEP 2 3 2015 Kline—737 Ridge Road, Queensbury,NY T• OF QUEENSBURY BUILDING& CODES Dear Tim: On September 11, 2015, we performed deep soil test pits and percolation tests at your property located at 737 Ridge Road in Queensbury. The tests were performed southwest of the existing residence where construction of a new leach field is proposed. The results of the testing are as follows: Test Pit#1 - Percolation Test 0 —3" Topsoil Stabilization percolation rate- 1" in 3 min., 19 sec. 3 — 12" Loamy Fine Sand 12-32"Medium Fine Sand w/gravel& cobbles\ 32—70"Very Fine Sand Trace Silt(Compact @ 32") Mottling observed at 45"&No Groundwater observed The 18 inch deep hole was presoaked and the test was run 5 times; at a depth of 12 inches,until it stabilized with three consecutive runs of 2:57, 3:08 and 3:19 respectively. The design flow for this 3 bedroom system at 110 gpd per bedroom (330 gpd design flow), requires 367 sf of absorption area. The replacement absorption system should be constructed as a shallow absorption bed installed no deeper than 12" into the existing grade. The absorption bed system should consist of a new 1,000 gallon septic tank, a new distribution box and a 20 ft x 25 ft absorption bed located to the southwest of the existing residence. See typical detail sheet and proposed location plan. Please call me if you have any questions. Sincerely, ./2,,_?„.7 "-{,Z,%--- , Thomas R. Center Jr., PE Cc: Dave Hatin, Town of Queensbury a MIN. SLOPE 1/#' PER FOOT WATERTIGHT SLEEVE AND SEAL (TYP.) 1000 GAL PRECAST CONCRETE SEPTIC TANK FINISH GRADE 12' MIN. COVER LIQUID LEVEL _MINIMUM 2X WIDTH_ MAXIMUM 4X WIDTH ... ... . ...74. e CJI 2' MIN. DROP BETWEEN INVERTS 1 12' MIN. COVER DISTRIBUTION Box 4' PVC SDR -35 - 2' MIN. MIN. SLOPE BLS 1/8' PER FOOT USE SPEED LEVELERS TO ASSURE 4' PVC SOR-3315 SOLID HEADER ALL OUTLETS ARE AT EXACTLY TO PERFORATED TRENCH PIPING, THE SAME ELEVATION 1/8' PER FOOT MIN SLOPE WELL DRIVEWAY <\\ HOUSE P 100' 1 / 20' MIN. 10, MIN. MIN. 2r � TMIN.N. j._ NEW 1,000 GAL SEPTIC TANK EXISTING SEPTIC 10.0' MIN. NEW DISTRIBUTION BOX PROPERTY LINE SEWAGE DISPOSAL LAYOUT SEPTIC TANK NOTES f ALL UNITS SHALL COMPLY W17H THE REQUIREMENTS OF THE NETT YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST COp1CRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT, ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVEjA STABLE BASE. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. I ALL JOINTS MUST BE SEALED. SEPTIC TANK & DISTRIBUTION BQX DETAIL NTS i i ROPERTY LINE SWALE AT UPHILL SIDE OF BED TO DRAIN RUNOFF AWAY FROM BED 2' MIN. 6' MIN. 20 FT WIDE X 25 FT LONG SHALLOW ABSORPTION BED W/ 4 — 20 FT LONG LATERALS INTERCONNECT ENDS NOTES: 1. TILE WELD TO BE 100' OR MORE FROM ANY 3, DISCHARGE FOOTING. HOOF AND CELLAR DRAINAGE LAKE. SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FROM AWAY FROM SEWERAGE SYSTEM. ANY WATER UNE UNDER PRESSURE OR IN -GROUND POOL NACE ENGINEERING, PC #. DISPOSAL FIELD SHAM, BE CONSTRUCTED PARAIIEL 2- FOR SEWAGE PIPE KTWEEN HOUSE AND DISTRIBUTION BOX WITH CONTOUR UNES. 169 HAVILAND ROAD USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 5, FOR RAISED ABSORPTION TRENCH SYSTEMS HORIZONTAL SEPARATION QUEENSBURY, NY PVC WITH CEMENTED JOINTS. DISTANCES SH/LLL BE MEASURED FROM THE EDGE OF THE FILL 6' T® 12' BACKFILL 12' Ism INSTALL A110 OF DISPOSALELELQS 1. CONSTRUCTION SHALL BE A5 SHOWY ON THIS DRAWING, U w QNJ AND SHALL BE IN ACCORDANCE W17H THE N.Y.S. Lu DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, ANDm O N w ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND o z � 0 1 a CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ZJ LU a =)\ 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS Q ¢ w OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. (L o 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, O a' t- o LU THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED (Z J w AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN Q SMEARED SECTIONS OF TRENCH. v �"' 4. PLACEMENT OF THE INFILTRATOR UNITS SHALL BE AS SHOWN. ` w' ' THE UNITS SHOULD BE LAID AT THE GRADES AND TO THE I u RELATIONSHIPS SHOWN ON THIS DF AWING, MAINTAINING STRAIGHT v� CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS u; ? OR OTHER UNSUITABLE CONDITIONS. 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF ''FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. 6. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 7. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 8. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. SLOPED' TO DRAIN FILE Y EARTH I FILL FILTER FABRIC EXISTING GRADE OR GEOTEXTILE ' PERFORATED LATERAL —" — - 5'-0'- MA)�MU GROUNDWA R ELEVATION 3/4 TO 1 1/2 - CRUSHED /2'CRUSHED STONE 24' MIN.2�-$ I0 WN OF C),U �w%r ewie ed Di In 4 ` INTERCONNECT ENDS 6' MIN. BOTTOM OF BED ` 4' PERFORATED PVC: OF LATERALS LATERAL, LAID LEVEL SHALLOW ABSORPTION BED PROFILE N.Ta INLINE RESIDENCE SEPTIC SYSTEM 737 RIDGE ROAD DETAILS QUEENSBURY, NY JOB #49388 SCALE: NOT TO SCALE DATE: 9/21/15 L- NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-851 October 7, 2015 rnibiivii1 Project#49388 John O'Brien --- ---��"" Code Enforcement Officer JUL ? 2018 Town of Queensbury p 742 Bay Road TOWN OF OUEENSBURY saA5 Queensbury,NY 12801 BUILDING&CODES Re: Kline—737 Ridge Road—Replacement Septic System Dear Dave: This letter is to inform you that we inspected the completed replacement septic system for the Kline residence located at 737 Ridge Road in the Town of Queensbury on 10/06/2015. The replacement septic system as installed was for a three-bedroom home and consisted of the new 1000 gallon septic tank, new distribution box and a 20 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, Thomas R. Center Jr, P.E. AS BUILT APPROXIMATE 2' MIN. DROP FINISH GRADE BETWEEN -12' MIN. INVERTSINSTALLATION OF DISPOSAL FIELDS j COVERT 12" MIN. 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, 4' PVC A--. '.•A., `.P COVER SDR- DISTRIBunO i BWc AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND INLET LIQUID LEVEL OUTLET �P 3�5 �� 2" MIN. ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND MIN. SLOPE 11 - CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 1/4' PER TT MIN. SLOPE- B FOOT 16" 18'MIN. 1/0- PER 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS WATERTIGHT OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. SLEEVE AND �X SEAL (NP,) i USE SPEED LEVELERS TO ASSURE 4" PVC SDR-35 SOLID HEADER 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, ALL OUTLETS ARE AT EXACTLY TO PERFORATED TRENCH PIPING, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED 1000 GAL THE SAME ELEVATION 1/8' PER FOOT MIN SLOPE AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN PRECAST i3 SMEARED SECTIONS OF TRENCH. A S B I LT CONCRETE MINIMUM 2X WIDTH SEPTIC TANK NOTES SEPTIC TANK MAXIMUM 4X WIDTH 4. PLACEMENT OF THE INFILTRATOR UNITS SHALL BE AS SHOWN. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK THE UNITS SHOULD BE LAID AT THE GRADES AND TO THE STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, OR OTHER UNSUITABLE CONDITIONS. CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA 5. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. ALL JOINTS MUST BE SEALED. 6. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR SEPTIC TANK & DISTRIBUTION BOX DETAIL TO SPREADING FILL MATERIAL N75 7. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. WELL DRIVEWAY 8. NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED UNDER DRIVEWAYS. SWALE AT UPHILL SIDE OF BED TO DRAIN RUNOFF AWAY FROM BED SLOPED TO DRAIN EARTH r 6" TO 12" BACKFILL FILL ROUSE I FILTER FABRIC PROPERTY LINE �OR GEOTEXTILE EXISTING GRADE 2" MIN. I 4" PERFORATED T � � LATERAL p 6" MIN. o 3/4" TO 1 1/2' -� 100'+ _ CRUSHED STONE / 1875' 21.25' 325' 2'-6' 5'-O' (M) 5-0 MAXIM - L24e' IN. -6� ;- �, GROUND ATER Cam` J 27. ' C = SHALLOW ABSORPTION BED SECTION ' NEW 1.000 GAL SEPTIC TAN EXISTING SEPTIC 12" MAX IIII ) --pu= _ . 20 FT WIDE X 25 FT LONG SItALLOW ABSORPTION BEDFNEW DISTRIBUTION BOX W/ 4 - 20 FT LONG LATERALS INTERCONNECT ENDS 1=11�1_IIII_" - -- 6" MIN. Aft PROPERTY LINE L r " 6" MIN. Qe>�aaa?---INTERCONNECT ENDS BOTTOM OF BED 4" PERFORATED PVC OF LATERALS T— LATERAL, LAID LEVEL SEWAGE DISPOSAL AS-BUILT LAYOUT SHALLOW ABSORPTION BED PROFILE Nor To Scrc N.T.S. NOTES: L AI SW TO BE 100' W MORE M M ANY SEPTIC SYSTEM LA1Q.swat.arch OR wAT0000UtSE AND iO'OR MORE FROM 3- DISGFIAItGC FOOTNG ROOF AND GE11.AR ORMIIICL ANY wAM uc UMM MKSS c OR N-MMM POOL 'AWAY FROM SEWMA,�SYSTM NACE ENGINEERING, PC KLINE RESIDENCE •. INSFosAL FW WIALL W C4NSTIMM FARAUE< DETAILS 2. FOR WWWZ PIPE xrWEM MOUSE AND aSTMITION BOX Vm CONTOUR ImS. 169 HAVILAND ROAD 737 RIDGE ROAD M D G OR T 1t0"'M OR i'O 5. FOR RAISED ABSORFrM TRENCH SYSTEMS HORQONTAL SEFARA110e QUEENSBURY, NY Fvc wm+cerorrEO.IorTrs. QUEENSBURY, NY IMSTANCES SMALL BE MEASURED PROM THE EDW OF THE FILL 70H #49we 9CAI8: NOT To scux DARTS: 9/21/15