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2003-966 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20030966 Date Issued: Wednesday, December 17, 2003 This is to certify that work requested to be done as shown by-Permit Number P20030966 has been-completed. Tax MapNumber: 523400-227-013-0002-032-000-0000 Location: 69 ROCKHURST Rd Owner: LEONA BECKERLE LE Applicant: LEONA BECKERLE LE This structure may be occupied as a: By Order of Town Board Septic Alteration Residential TOWN OF QUEENSBURY ‘ , 4/ Director of Building&Code Enforcement '----nr----- ` TOWN OF QUEENSBURY `� a 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ' Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT . Permit Number: P2003,0966 Application Number: A20030966 Tax Map No: 523400-227-013-0002-032-000-0000 Permission is hereby granted to: TEDNA'BECKERT F T,F, For property located at: 69 ROCKHURST 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: LEONA BECKERLE LE LOUISE ROURKE& CAROLYN. C - Totaloic Alteration Residential Value _ GENERAL DELIVERY . ROCKHURST Rd CLEVERDALE,NY 12820-0000- Contractor or Builder's Name/Address Electrical Inspection Agency CRANDALL EXCAVATING 1 Plans&Specifications" I ' 2003-966 . SEPTIC ALTERATION AS PER PLOT PLAN SPECIFICATION • $25.00 'PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 26, 2004 (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 Queensbury; Wednesday; November 26, 2003 SIGNED BY + - f S 34 for the Town of Queensbury. t . • ;c r Buil g���`!:::enforcement . Application for Permit—Septic Disposal System . l own of Qteettsbtiiyy742 hay Road Queenslnu;v, NY 1280,1 (518) 761-8256 1. OWNER INFORMATION: • Office Use Location of installation: 69 Rockhurst Road,Cleverdale NY II'' ,)�0 _ File Permit No"`��r&)j9 (tO Tax Map No.227.13/ 2 • / 32 Fee Paid Owner's Name: Leona H. Beckerle Address:69 Rockhurst Road, General Delivery • . Cleverdale, NY 12820 2. INSTALLER'S NAME : Chris Crandall PHONE NO. 793-0431 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate 11 bedroom(s) and multiply II of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow • . . 1980 or older x 150 gal/bdrm = • 1980— 1991 x 130 gal/bdrm = 1991 —present . 2 x 110 gal/bdrm = 22:0 Garbage Grinder Installed yes— / no . Spa or Whirlpool Installed yes - / no 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) - Top4gr phy Soil Nature ,Qrpuini Witter Bedrock or Impervious Material _Doinc_stic Water Supply • Nat sand at whirl depth at what depth municipal Rolling loam N/A feel N/A _feet well Steep slope clay if well; water supply ^%slope other . from any septic-system , . • depth: absorption is ft. other Lake George Percolation Test: (To be completed by licensed professional engineer or architect) • • Rate: N/A minute per inch • 5. 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). Add 250 gallons to the sire of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. N/A • Septic Tank: N/A gallon (min. size 1,000 gal) Tile Field: each trench • ft. Total System Length: _it Seepage Pit(s): number of size of each: Ji. by ft. • • Size of Stone to be used: It . / depth or thickness fret Bed System Size: x Alternative System: length and/or size . 6. HOLDING TANK SYSTEM: if required) . Number of tanks: 2 / Size of each: 1500 gallons /TOTAL Capacity: 3000 gallons Note: Alarm System and associated electrical work,must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) 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 a of Queens ry Sanitary Sewage Disposal Ordinance. ____k=i__ Sig ur responsible person ate . ..�;;el , /42 Bay Road , QUEENSBURY, N.Y. 12804-9725 — :4(1 -. T ....20o _,9, ° - ' to‘ SEPTIC VARIANCE . ... Application to be reviewed by Town Board of Health 1. Applicant's Name: L eoh-ifi(e-e-'ke-1-7e- Street Address: G P1ie( ap/eV-ev City, State, Zip: 6/e.v elwle AI 1 Z r 2-C 4°f IzIVElt cr) Telephone No. 5/T 6 <--6 9167 `v 2. Agent's Name: d "-civil etcrr i� NOV 2 1 2003 Street Address: 4/7 /./e-f Dr. City, State, Zip: 62(k,eehs-61,v, d +G�lN Or OUEENSBURY Telephone No. 7Q 3-/p gs--N y !Le y BUILDING ABVC®®E' 3. Owner's Nate: e �eoh � �cC,���/E Street Address: (9 ,eoe/ i-.c/ A?e€ Beene w/ , /,*vev o s City, State, Zip: Cvek-d t/e I ilea) Yoi-t /a8R0 , �J Telephone No. / 4. Location of property: A 9 , oci-Xu`J, /� ..W, %vevcak/ N. y. 5. Description of how to find the property: t,'7'gwv—or eoctime reo C ll t logs. Feder, M JA) 6. Tax Map Number: Sectiongo 7 '13 Block 2 , Lot 32 7._ Lot size: 3905 .::: acres/sq. ft. 8. Section of the Sanitary Sewage Ordinance from which you are • seeking this variance: 1) Sec. 136.11 - Holding tank 2) Sec. 136 Appendix 'A' Table 1 -.Septic tank/Holding tank to East' Property line 10' required; Requesting 2'-9' setback (7'3" relief) 3) Sec.136 Appendix 'A' Table 1 - Septic tank/Holding tank to South Property line 10' required; Requesting 8'6" setback (1'6". relief) 4) See. 136 Appendix 'A'. Table 1 - Septic tank/Holding tank to dwelling 10' required; requesting 1'8" setback ( 8'4" relief) . 9. Distance from well on property to septic system (if applicable) . ,' / cLA_� tnm i2. svpoce) 10. Is it possible to install a conforming septic system on this property? Yes X No if Yes, please explain and attach diagram. I PAGE 1 I • • 11. Does proposed system meet setback requirements for distance from wells and septic systems on neighboring properties? Nl/A Yes No if No, please explain: 044COC. SuPAIES corcrsrar/rz.r 0%1 It 2EA 12. Is proposed system to be installed under a parking area? Yes No 13. List the names, addresses (including tax map number) of all adjoining property owners. You may obtain tax map numbers from the Assessor's Department as well as the names and addresses of neighboring property owners. • • Name: Ektc, tt-,icrctheA /FeyhWets Tax Map # aa7o /3 — —33 �y 4; 3 es"]"114 o C Ave. & e 1 e .t S v�, y Z eel d�/ ,�, � �i' Address w NORTH me: 54S a Name: e Ta ap WEST - EAST Tax Map j# aa7 ° II -a - 7 dres ' Pia Address 4, ?erk 1Zd. SOUTH ark 3 cerfrwdenk 0766"6 Name: -Ziivues Feu- y Tax Map • 1 . J yt4a;J Address /0 Ce 0.trWt)ncL D r, Q&&eeks6, ,,,L1I Ny . 1z S'o9 PAGE 2 _3} -AUTHORIZATIONN TO ACT AS AGENT FOR I, Jernt/X ,Fee-6i-eseller DI owner El of premises located atAcMa.$7 Aau Y/ ?t Tax Map Number: 9c?7f /3 a -30a hereby designate:a'0 y ii Z Ca rrey aea/' . to act as my agent regarding an application for a septic variance at the above premises. Applicant's signature - ZL. 1d 4 Date el,W 2 Applicant's agent signature b• Date 7-2 9 -o-3 g --i/o 3 STATEMENT I, (we), Leone. /4 3ecjevle do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: e'q i'c rrvx,sP avg.,' NY . . I, we , realize that puttingthe system less than the required from ( ) the may increase risk of pollution. • Applicant's signature p {r►1 et )--j 4. Date '�� ri OFFICIAL RECORD OF MEETING - MINUTES "The parties hereto consent that the proceedings which result from the,within application may be tape recorded and transcribed by the Town Clerk or his agent and that such minutes as may be transcribed shall constitute the official record of all proceedings regarding this application, unless the same may vary from the handwritten minutes taken by the Town Clerk, in which event the handwritten minutes as to such inconsistencies shall be deemed the official record." Applicant's signature rya # 73zoiede Date 9/27( io 3 ,a- Ce-64.4_0.-__ Y -zy - es 3 Applicant's agent signature Date �`j 4 [PAGE . 3 #I •.3JECT I.D.NUMBER • zyd fi • Appendix C t•� • ' ., State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I—PROJECT INFORMATION (To be.completed by Applicant or Project sponsor) 1. APPLICANT/SPONSOR 2. PROJECT NAME Leona H. Beckerle. 3. PROJECT LOCATION: Municipality Queensbury County Warren 4. PRECISE LOCATION(Street address and road Intersections,prominent landmarks,etc.,or provide map) 69 Rockhurst Road— 9L to Cleverdale Road to Rockhurst Road. 5. IS PROPOSED ACTION: ❑New ❑Expansion EtModiflcation/alteration 6. DESCRIBE PROJECT BRIEFLY: Replace existing wastewater disposal system with new disposal system. • 7. AMOUNT OF LAND AFFECTED: Initially acres . Ultimately acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING.LAND USE RESTRICTIONS? Yes ❑No If No,describe briefly. • 9. WHAT IS PRESENT LAND USE IN VICINITYOF PROJECT? Residential 0 Industrial ❑Commercial ❑Agriculture ❑Park/Forest/Open space ❑Oliver Describe: 10. DOES ACTION INVOLVE'A PERMIT APPROVAL OR FUNDING,NOW OR ULTIMATELY FROM ANY•OTHER'GOVERNMENTAL AGENCY(FEDERAL STATE OR LOCAL)? ❑Yes ®No If yes,list agency(s)and permlUapprovals 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? • • ❑Yes ©No II yes,list agency name and permit/approval 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? El Yes ❑No E• I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE p 2 Applicant/sponsor name: LED'"14 / ' �S�k` RLE Date: 8/2V UJ Signature: rrrrA lc/• /.7.0J If the action Is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment OVER 1 • • IPAGE5I k\J t L � in RESOLUTION APPROVING SANITARY SEWAGE DISPOSAL VARIANCES FOR LEONA BECKERLE RESOLUTION NO.: BOH 37,2003 INTRODUCED BY: Mr.Tim Brewer WHO MOVED ITS ADOPTION SECONDED BY: Mr.Daniel Stec WHEREAS, Leona Beckerle has filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to allow a holding tank and three(3) additional variances from Chapter 136 to allow: 1. placement of the holding tank/septic tank two feet nine inches (2'9") from the east property line in lieu of the required ten feet(10') setback; 2. placement of the holding tank/septic tank eight feet six inches (8'6") from the south property line in lieu of the required ten feet(10') setback; and 3. placement of the holding tank/septic tank one foot eight inches (1'8") from the dwelling in lieu of the required ten feet(10') setback; on property located at 69 Rockhurst Road, Cleverdale in the Town of Queensbury, and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health conducted a public hearing concerning the variance requests on October 6th,2003, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW,THEREFORE,BE IT RESOLVED,that y 1. Due to the nature of the variances, it is felt that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. The Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and is the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and 3. The variances are granted contingent upon the applicant agreeing to restore the neighbor's property; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Leona Beckerle for variances from the Sewage Disposal Ordinance to allow a holding tank and allow: 1. placement of the holding tank/septic tank two feet nine inches (2'9") from the east property line in lieu of the required ten feet(10')setback; 2. placement of the holding tank/septic tank eight feet six inches (8'6") from the south property line in lieu of the required ten feet(10') setback; and 3. placement of the holding tank/septic tank one foot eight inches (1'8") from the dwelling in lieu of the required ten feet(10')setback; on property located at 69 Rockhurst Road, Cleverdale in the Town of Queensbury, bearing Tax Map No.: 227.13-2-32. Duly adopted this 6th day of October,2003,by the following vote: AYES: Mr. Turner,Mr. Stec,Mr.Brewer,Mr.Brower,Mr. Boor NOES: None ABSENT:None • bojj Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reques ' . d: - Queensbury Building&Code Enforcement Arrive: \\' SAS De art: 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: y-o b k .n PERMIT#: 3 l l!1 1 _r \ _ LOCATION: 1 a 0-, �9Q o`Y p C\/ INSPECT ON: — 6 TYPE OF STRUCTURE: U Y N 'N/A COMMENTS Framing • Jack Studs/Headers Bracing/Bridging • Joist hangers Jack Posts/Main Beams ' Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more _ Headroom 6 ft. 8 in. ' Notches/Holes/Bearing Walls . Metal Strapping for Notches Top Plate - . 1 'A(w) 16 gauge(8) 16D nails each side . Draft stopping 1,000 sq. ft. floor trusses - Anc or Bolts 6 ft. or less on center e and snow shield 24 inches from wall • • • Fire separation 1, 2,3 hour . Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. . . . Garage Fire Separation - House side 'A inch or 5/8 inch Type X . Garage side 5/8 inch Type.X . . •Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) - • - 5.7 sf above/below grade - - - - 5.0 sf grade • L:A,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report may" Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm��/ Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's.Initials: • �� NAME: On..e) kay- PERMIT#: 03 --// _ & LOCATION: VW* t O).. nib INSPECT ON: -- 30 I TYPE OF STRUCTURE: �' i�� 1 Comments • Y N _ N/A _ Footings P'-rs .s�onolithic-Slab /� Reinfbrcement-in Place 2 The contractor is responsible for f providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. -Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab 'VC/Cast/Copper • Foundatio In9latio /F tenor Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 (-/-164)• Foundation Inspection Report ) \M/7-\ • • Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p n Depart:/A = / "zt�i/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 03 ___.--•- 0.6(6) LOCATION: \. e' INSPECT ON: J- — TYPE OF STRUCT , • Comments Y N N/A • Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing . Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval..___ N bing Under-Slab•.,,f PVC/Cast/Copper G� undation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. • L:\ eHemingway\Building.Codes.Inspection.FORMS\Fo dation pection Report.doc January 28,2003 • Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/part: I am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:\,� NAME: G/2C.C— PERMIT NO.: LOCATION: 67 kciattiggr INSPECT ON: / 6- RECHECK: • • Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. 6/f/*C-- Well separation distance ft. Other wells: • ft. Absorption Field: Total length ft. (1�� �� 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/Partial • Location/Separations Foundation to tank ft. Foundation to absorption • ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S stem Use Status• pproved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL (T/ Permit No. Cert. No 8 1 599 Cut-in Card No Owner //Lt �etI'� ��/Z t Location 6.4 1 .Rt 4/2-$ T 2, Jn , att e yr Installation Consisting of...�"... .. PV.) P(,44 Pv--e4 io7 A-P,°2eiv&D. Installed By 6." (14/21e 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 thi introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki'_ pections at any time, and if it rules are violated,the Company shall have the right to re ke thi. -• teat Date // 'd-3 INSPECTOR • Memher N_FP.A..LA_R.i_ Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm epart: - am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: • (-)3 NAME: Li.dr 6 /2'94) PERMIT NO.: D i'7t t� LOCATION: I Loc INSPECT ON: j1 ZOId 3 RECHECK: 66 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. 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 �6 006..e.oreo O A2A-11 • Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: _ A roved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\sueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 ' GENERAL NOTES: G-1) SURVEY INFORMATION BASED ON MAP BY VAN DUSEN & STEVES, LAND SURVEYORS, TITLED: MAP OF SURVEY MADE FOR CAROLYN CURREN', DATED: 7/25/2003. : . G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT 'DIG SAFELY NEW YORK' AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. G-3) CONTRACTOR SHALL SUPPLY THE OWNER WITH A RECORD COPY OF THESE PLANS AS THE SYSTEM WAS CONSTRUCTED HU PRIOR APPROVAL OF ENGINEER AND APPROVAL AGENCY). �N0 DESIGN CHANGES PERMITTED WITHOUT Y) G-4) CONSTRUCTION OF NEW PIPING AND TANKS SHALL BE IN CONFORMANCE WITH THE NYS DEPT. OF HHEALTH, TOWN OF QUEENSBURY WASTEWATER STANDARDS, AND DETAILS/SPECS ON THESE DOCUMENTS. CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. J "µ 1p IYF• .{ I a DESIGN INFORMATION: DESIGN BASIS NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF QUEENSBURY POTABLE WATER SUPPLY V NO KNOWN EXISTING OR PROPOSED POTABLE WATER SUPPLIES (WELLS) LOCATED WITHIN 50 FT. OF PROPOSED WASTEWATER DISPOSAL SYSTEM. DESIGN FLOW '"' ' •d. 2 BEDROOMS x 110 GPD/BEDROOM = 220 GPD (LOW FLOW WATER SAVER FIXTURES TO BE INSTALLED THROUGHOUT RESIDENCE) HOLDING TANK LOCATION PLAN PER TOWN OF QUEENSBURY CODE §136-11.13.2 THE MINIMUM HOLDING TANK CAPACITY REQUIRED FOR A (2) BEDROOM RESIDENCE IS 3000 GAL. (2) 1500 GAL. HEAVY DUTY ONE—PIECE SEPTIC TANKS PLUMBED IN SERIES ARE TO BE PROVIDED AS HOLDING TANKS FOR A TOTAL COMBINED VOLUME OF 3000 GAL. HOUSE LAKE GEORGE SHORELINE ►.� EROSION & SEDIMENT CONTROL: ES-1) ALL EARTHWORK SHALL BE CONTROLLED TO PREVENT EROSION & SEDIMENTATION IN 51't �78't o ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND/OR THE "NEW YORK GRAVEL 0-- GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL", USDA—NRCS, AND THE DRIVE 10' �, URBAN EROSION AND SEDIMENT CONTROL COMMITTEE, LATEST EDITION. MIN. DECK DOCK PROVIDE DOUBLE LAYER OF 6 MIL HDPE PI-ASTIC EARTHWORK&TURF ESTABLISHMENT: SHEETING ALONG FOUNDATION OF RESIDENCE (HEIGHT: FROM FINAL GRADE TO FOOTfNG); ET-1) ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE JOINTS TO BE OVERLAPPED 13Y 24" MIN. AND (2) 1500 G L. HEAVY DUTY DIRECTED ON THESE PLANS OR BY OWNER. SEALED W/ HDPE TAPE (3" MIN. WIDTH) 1 HOLDING T KS BY GUARDIAN D1 CONCRETE R APPROVED ET-2) CONTRACTOR TO PROTECT EXISTING STRUCTURES & PERSONAL PROPERTY AGAINST EQUIVALEN M DESTABILIZATION OR COLLAPSE DURING WORK. EXISTING 2 BEDROOM RESIDENCE 4" PVC BUILDING S WER; 2% MIN. SLOPE MIN. .� 2'-9" TOi,rt'r" 87_6,b MIN. '�`A i=NT �/k rw HEDGE MIN. ^ . 4"h I SET AT EDGE OF the ~1 �/ EXISTING PAVEMENT full c ,: • �, .,"+rr,g Calms EDGE OF PAVEMENT BUILDING & ,A LL M FC) T. 1 SITE PLAN GRAPHIC SCALE REVIEWED BY T� F : SCALE: SEE GRAPHICAL SCALE 10 0 5 10 20 40 DATE 6C ,, LEGEND: ( IN FEET ) SCALE: 1" = 10' EXISTING / BY OTHERS: NEW PROPOSED IN THIS DESIGN: / PROPERTY LINE: — — — — --- 9/16/03 SUBMITTED FOR WASTEWATER VARIANCE APPROVAL RUH FENCE: DATE REV # ISSUED/REVISIONS BY pF NEW y� DRAWIN DRAWING � , ,qR y SITE PLAN 101 DETAIL REFERENCE TAG: ' � ' WASTEWATER HOLDING TANK SYSTEM SEE DRAWING # FOR DETAIL ac ' BECKERLE / CURREN RESIDENCE DETAIL # ROCKHURST ROAD DETAIL REFERENCE TAG: (O:SEE QUEENSBURY, NEWYORK DRAWING # FOR DETAIL JARRETT_ - MARTIN ENGINEERS, PLLC -,--.,SECTION CUT DIRECTION K THO As ARRM PROFESSIONAL ENGINEERING SECTION LETTER P . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SECTION REFERENCE TAG: D1 SEE DRAWING # FOR SECTION COPYRIGHT®2003 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONIY COPIES OF THIS DRAWINGWIN BLUE SEAL SHALL BE CONSIDERED TR E SEPTEMBER 200 PRO#03-069 SHEET: 1 OF 2 AWVAM AL ICEN FTIIIs oocu UNAVOMr FILE:F/030691603 CURREN HOLDING TANK.DWG PLOTTED/REMSED:9/16/03 5:00 PM BY A LICENSED ENOiNEFA E;UNLAYVFUL HOLDING TANK NOTES: HT-1) THE HOLDING TANK SYSTEM SHALL BE EQUIPPED WITH A LEVEL ALARM SYSTEM AS FOLLOWS: GENERAL OPERATION: WHEN THE LIQUID LEVEL IN THE HOLDING TANK REACHES 50% OF THE USABLE CAPACITY OF THE SYSTEM (SEE DETAIL 1 & 2 ON SHEET D1), A YELLOW LIGHT SHALL INDICATE "TANK HIGH LEVEL." WHEN THE LIQUID LEVEL IN THE HOLDING TANK REACHES 100% OF THE SYSTEM USABLE CAPACITY, A BUZZER WILL SOUND, A RED LIGHT WILL FLASH TO INDICATE "TANK SHUT OFF LEVEL" AND A SOLENOID VALVE IN THE MAIN WATER LINE WILL DE-ENERGIZE AND CLOSE TO PREVENT ANY FURTHER WATER FROM ENTERING THE RESIDENCE, OR, A RELAY SHALL BE PROVIDED TO DE-ENERGIZE THE WELL PUMP. ALARM PANEL A PUSH-BUTTON SHALL BE PROVIDED TO SILENCE THE BUZZER. THE SYSTEM SHALL AUTOMATICALLY RESET, INCLUDING ENERGIZING THE SOLENOID VALVE ON THE WATER SYSTEM, AFTER THE HOLDING TANK IS PUMPED DOWN TO BELOW "TANK HIGH LEVEL". ENCLOSURE TYPE COMPONENT SPECIFICATIONS: DICTATED BY LOCATION FLOAT SWITCHES SHALL BE GOULDS TYPE A2-3 OR EQUIVALENT. (NEMA 1 - INDOOR WATERTIGHT MANHOLE FRAME & COVER; NEMA 4X- OUTDOOR) SYRACUSE CASTINGS #1502 OR EQUIVALENT; THE FLOAT SWITCH WIRING SHALL BE TERMINATED IN A NEMA 6 JUNCTION GRADE TO DRAIN AWAY FROM COVER BOX MOUNTED INSIDE THE GRADE RING TO THE HOLDING TANK. ALL WIRING FROM THE FLOAT SWITCH JUNCTION BOX TO THE LEVEL ALARM SYSTEM NEMA 6X JUNCTION BOX PANEL SHALL BE INSTALLED UNDERGROUND IN ACCORDANCE WITH THE PERMANENT MARKER LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL STATE AND GRADE TO DRAIN AWAY LOCAL CODES. WIRING SHALL BE 3-# 12AWG, TYPE THW OR THWN, FROM HOLDING TANKS FINISHED GRADE OVER COVER (TYP.) CONDUCTORS IN A 1" (MINIMUM) SCH. 80 PVC CONDUIT. PROVIDE RIGID �24" (TYP.)---{ MERCURY FLOAT SWITCH (TYP.) GALVANIZED STEEL CONDUIT UNDER DRIVEWAYS AND OTHER HEAVY I VEHICULAR TRAFFIC AREAS - EXTENDING 5'0" ON EITHER SIDE. 12" MIN. (TYP.) WATERTIGHT SEALED PLUG CONTROL RELAYS SHALL BE GENERAL PURPOSE, 120 VAC WITH CONTACTS RATED FOR 5 AMPERES CONTINUOUS SERVICE; SQUARE D 8501 TYPE RS- 14 OR EQUIVALENT. PROVIDE RELAY SOCKET TO MATCH THE CONTROL a RELAY FURNISHED. WATERTIGHT JOINT (TYP.) a ° v ° e a ° 100� VOLUME: WATER SHUT OFF LEVEL _INLET FROM RESIDENCE ALARM LIGHTS SHALL BE 120 VAC PILOT LIGHTS WITH A DOMED PLASTIC (ACTUAL INLET LOCATION MAY VARY) LENS. THE "TANK HIGH LEVEL" LENS SHALL BE YELLOW, THE "TANK SHUT 3000 GAL. a OFF LEVEL" LIGHT SHALL BE SUPPLIED WITH A FLASHER AND A RED LENS. 1500 GAL. WATERTIGHT SLEEVE AND SEAL (TYP.); a. SEE NOTE T-4 ON DRAWING D1 BUZZER SHALL BE 120 VAC, HEAVY DUTY, ADJUSTABLE VOLUME. 18., 50% VOLUME: HIGH TANK LEVEL A NORMALLY OPEN, 120 VAC NON-ILLUMINATED MOMENTARY CONTACT a PUSH-BUTTON SHALL BE PROVIDED. THE PUSH-BUTTON SHALL HAVE A 1500 GAL. HEAVY DUTY SEPTIC TANK 4" SANITARY TEE FULL GUARD, SQUARE D SKRIUH5 TYPE K OR EQUIVALENT. BY GUARDIAN CONCRETE (TYP.) OR EQUIVALENT, a a v (TO PREVENT TRAMPING RELAYS, RELAY SOCKETS SHALL BE MOUNTED IN A NEMA ENCLOSURE SEE NOTE T-1 ON DRAWING D1 a OF SOLIDS IN 4" LINE) SUITABLE FOR THE LOCATION. THE ALARM LIGHTS, BUZZER AND THE 6" EXTENDED BASE FOR ANTI-FLOTATION BUZZER SILENCE PUSH-BUTTON SHALL BE MOUNTED ON THE FRONT OF a PROTECTION OR EQUIVALENT; SEE NOTE T-3 THE ENCLOSURE. ALL NECESSARY MATERIALS, i.e. TERMINAL BLOCKS, ON DRAWING D1 CONNECTORS, ETC. TO MOUNT AND CONNECT ALL DEVICES SHALL BE PROVIDED. THIS ENCLOSURE SHALL BE PROVIDED WITH A NAMEPLATE WITH THE FOLLOWING DESCRIPTION "HOLDING TANK LEVEL ALARM SYSTEM". ° PROVIDE PLASTIC NAMEPLATE DESCRIPTION SHALL BE AS INDICATED ON THE �. J O O O O O O O O O �O 000 000 00 BOO 000 000 BOO O 00 000 ovu 000 O C SCHEMATIC WHICH SHALL BE PROVIDED WITH SYSTEM. ALL WIRING IN THE 12 MIN. COARSE GRANULAR MATERIAL �O� OOp OOp OOp OOp OOp OOp OOp OOp OOp OOp OOp OOp� 0 0 0 0 0 0 0n 0� 0 0 0� 0 ��o O�Qo O�QO O�QO O no O�QO OpQo O�Qo O�QO OpQo C OO Op�o O�Qo O�Oo O�tjo OM (jo 0 p�0o O�Qo'�� 0 4� o�OOo p000o OD o pono cG HOLDING TANK LEVEL ALARM SYSTEM CONTROL PANEL SHALL BE INSTALLED ATOP FIRM NATIVE FOUNDATION 0 0 0 0 0 0 0 0 0 0 `� Q O Q O O 0 0 O Q 0 0 0 0 0 0 0 0 O Q O Q Q O Q O Q 0 �I "0 O Q �� ��� ����� IN A NEAT AND WORKMANLIKE MANNER. A COPY OF THE SCHEMATIC AND � o � � � �0�8�0�8�0�8�0�8�0�8�0�8�0�8�0�8� �8� ��� 8 �8��8� 8� ��Nc,$n � o oC Cl Cl (�l (1 �l (l n n�� (ln� n�,Cl(�i�--Cln�C1n� �n n�.Cl ��C1 Cl�r� SEQUENCE OF OPERATION SHALL REMAIN WITH CONTROL PANEL. THE �� ENCLOSURE SHALL BE MOUNTED IN A SUITABLE LOCATION IN THE / / RESIDENCE. ALARM PANEL TO BE GOULDS A4-1 OR A4-1 N4 OR EQUIVALENT. NATIVE SOIL / \ \ \ \ \ \ \ \ \ \ \ \ \ \ SOLENOID VALVE, IF PROVIDED IN LIEU OF A SHUT OFF RELAY, SHALL BE A \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ NORMALLY CLOSED (ENERGIZE TO OPEN) VALUE, 120 VAC AND SHALL BE INSTALLED IN THE RESIDENCE INCOMING MAIN WATER LINE. THE SIZE OF THE VALVE ORIFICE SHALL CORRESPOND WITH THE PIPE DIAMETER OF THE WATER LINE. WIRING TO THE SOLENOID SHALL BE SIZED IN ACCORDANCE WITH THE LATEST EDITION OF NEC. HOLDING TANK DETAIL TANKS/STRUCTURES: SCALE: N.T.S. T-1) NEW PRECAST STRUCTURES SHALL BE AS SUPPLIED BY GUARDIAN CONCRETE, INC., OR EQUIVALENT. REFERENCES TO HEAVY DUTY REFER TO H-20 TRAFFIC LOADING. T-2) THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) OVER COVER(S), AND MEASUREMENT "TIES" TO PERMANENT STRUCTURES. HOLDING TANK ALARM SCHEDULE: T-3) ALL NEW OR EXISTING TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FLOTATION USING HEAVY DUTY TANKS W/ 6" DIAGRAM LEGEND EXTENDED INTEGRAL BASES, AS REQUIRED, OR EQUIVALENT (SUBMIT DETAILS TO I�--- 120 VAC ENGINEER FOR APPROVAL). ANY EXISTING STRUCTURES TO BE REUSED ARE TO BE FLOAT SWITCH - OPENS INSPECTED FOR STRUCTURAL INTEGRITY AND LEAKAGE TEST FOR WATER TIGHTNESS BY TANK ON RISING LEVEL - (NORMALLY CLOSED) METHOD APPROVED BY ENGINEER. FLOAT 1 HIGH LEVEL Y FLOAT SWITCH - CLOSES T-4) TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT (NO) ON RISING LEVEL - (NORMALLY OPEN) JOINTS (ASTM C1227). WALL PENETRATIONS SHALL BE SLEEVED; SLEEVE TO BE SEALED TO THE WALL WITH NON—SHRINK GROUT, AND THE PIPE SEALED TO THE SLEEVE WITH WATERTIGHT ELASTOMERIC MATERIAL. TANKS TO BE TESTED TO DOCUMENT WATER FLOAT 2 CR TANK SHUT OFF XR coNTROL RELAY TIGHTNESS BY METHOD APPROVED BY ENGINEER. (ENGINEER TO WITNESS) 1 LEVEL RELAY (NC) Y ALARM LIGHT - YELLOW T-5) TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR (H-20) WHEEL LOADING. CR1 TANK SHUT OFF ALARM LIGHT - RED LEVEL T-6) CONTRACTOR TO INSTALL TANKS/STRUCTURES TO (RELATIVE) ELEVATIONS SHOWN; R DOCUMENT ELEVATIONS OF EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. © BUZZER CR1 CR2 TANK SHULEVEL B PUSH BUTTON SWITCH - ALARM SILENCE" O O NORMALLY OPEN Q CR ALARM SILENCE 2 RELAY SOLENOID VALVE - CR1 CR2 FAIL CLOSE 9/16/03 0 SUBMITTED FOR WASTEWATER VARIANCE APPROVAL RUH —� DATE REV # ISSUED/ REVISIONS BY CR1 �'- NORMALLY OPEN CONTACT (IVO) MAIN WATER LINE ®f NEW y IN SOLENOID NORMALLY CLOSED CONTACT (NC) ,,9R DETAILS DI TANK HOLDING TANK CONTROL SCHEMATIC � WA ECKERLESTEWATER C�URRIEN NG RESIDENCE SYSTEM z SCALE: N.T.S. ROCKHURST ROAD O�o. +375�� ��� QUEENSBURY, NEW YORK DF�SSK1 !� JARRETT - MARTIN ENGINEERS, PLLC H. THO JARRETT PROFESSIONAL ENGINEERING . . #57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT®2003 GLENS FALLS, N.Y. FAX: (518) 798-1864 OrLY COPIES OF THIS DRAWING WITH A BIUESEAL MALL BE CONSIDERED TAUE SEPTEMBER 200 PRO#03-069 SHEET: 2 OF 2 ANDVAW ALTMTION OFMIS DOCUW&NTEKCWt FILE:F/030691603 CURREN HOLDING TANK.DWG PLOTTED/REVISED:9/16/03 5:00 PM BY A LICENSED ENGINEER IS UNLAWFUL.