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1.1 1.1 SETPH.VAR\Orlow Joe-Replacement Wastewater System to Wells,Lines&Dwelling—1-9-17 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF JOE ORLOW RESOLUTION NO.: _92017 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Joe Orlow has applied to the Local Board of Health for variances from Chapter 136 regarding the drilling of a new well and construction of a replacement onsite septic system, with the proposed new system's variances as follows: 1. Leaching device to be located 50' from the well in lieu of the 100' setback required; 2. Leaching device to be located 3' from the property line in lieu of the 10' setback required; and 3. Leaching device to be located 1' from the dwelling in lieu of the 20' setback required; 4. Leaching device to be located 90' and 87' from the neighbor's well in lieu of the 100' setback required; 5. Septic tank to be located 33' from the well in lieu of the 50' setback required; 6. Septic tank to be located 3' from the property line in lieu of the 10' setback required; 7. Septic tank to be located 3' from the dwelling in lieu of the 10' setback required; 8. Pump station to be located 43' from the well in lieu of the 50' setback required; 9. Pump station to be located 5' from the property line in lieu of the 10' setback required; 10. Pump station to be located 3' from the dwelling in lieu of the 10' setback required; 11. Force main to be located 3' from the property line in lieu of the 10' setback required; 12. Well to be located 25' and 56' from the neighbor's dry well (seepage pit) in lieu of the 150' setback required; and 13. Well to be located 35' from the neighbor's septic tank in lieu of the 50' setback required; on property located at 11 Wagon Trail, Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, January 23rd, 2017 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Joe Orlow's sewage disposal variance application concerning property located at 11 Wagon Trail, Queensbury(Tax Map No.: 290.5-1-21) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500' of the applicant's property as required by law. Duly adopted this 9d'day of January, 2017,by the following vote: AYES NOES ABSENT: Town of Queensbury Building & Codes Office Use Only SEPTIC VARIANCE APPLICATION Received: Tax Map ID: Submittal: 1 original&8 copies of the completed application package Permit No.: Permit Fee: $ Approvals: Owner Jae Of L''W Owners Agent 6arrry ih/`ISO Address 7 Ary,,-,64 Alye Address /f T #01119$0',27L Pielk/ 6DaYil ale4o FteltC,Air at, Schxyky-ye*A/rije 7/ Phone I qt'^ S23 g—Phone J ,95— 3IIcS- 3 l Directions to Site: &'r Ir al" G(/4 Qn)1 a// *E.LM)y5 eia. "feed*47 Distance from well on property to septic system(if applicable) A A feet Is it possible to install a conforming septic system on this property? Yes X No If YES, please explain and attach diagram: NA Does proposed system meet setback requirements for distance from w &septic systems on nei hboring properties? ��, _Yes )(No If NO,please explain: .'rt s 5 ,4 i' '' %,c'' t Via: ,,S-=,-4,"1,241; c-,!sir,, ,6/,&, 777& r 4 f v5l?er Is proposed system to be installed over a parking area? Yes X No Section of the Sanitary Sewage Ordinance from which you are seeking the variance: (example: leaching system will be 89 ft. from well in lieu of required 100 ft.separate distance): LCe GlIVOitknierrt —tisiik h.61— ejir RevAtisief d e-ripti k4e:yet2,4*- st • 7 1 .'( I ,r� 7 / 7 !r, `) \ t�? ( '1' � I; L �� i cr'f �• V , � i Town of Queensbury Building&Codes Septic Variance Applicati ( . . 518-761-8256 List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: �� North Name try,S11 � /. �r'f' 't Address 'y f e1-{ -1 /—y Tax Map ID South Name: 4ei A r'<,'tf' Address 6 dQa^' ?/1 1% c. Tax Map ID ��Q c— i^22 East Name: seknh,2 Q5 � So Address 9 oen Tax Map ID 2 6,6 West Name: /` liWd 50re51fID Address '/(o $jtj/Y' r 2aMe Tax Map ID 209. 69-/- 2 4 OWNER STATEMENT I,we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: i� 7�2 4t Se/,raf'e4.5 torn I, we realize that putting the well,septic tank, or leaching system less than the required 7x6 i may increase risk of pollution. Size a? 2 h.a S Owner-Print Name: e j2h OrI ew Owner-Signature: T Date: /2/3 //Z, NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable) I,we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: I,we realize that putting the septic tank or leaching system less than the required feet from the may increase risk of pollution. Neighbor or Tenant-Print Name: Neighbor or Tenant-Signature: Date: Town of Queensbury Building&Codes Septic Variance Application 518-761-82E6 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. Location map showing the site within the Town of Queensbury; 2. Plot plan showing existing and proposed features of the property including: a) Lot dimensions b) North arrow and scale: 1 inch=40 feet c) Location &dimensions of existing and proposed buildings, showing setback distances and uses d) Parking layout to scale (if applicable) e) Physical features(streets,steep slopes, lakes,wetlands, etc.) f) Location of all wells and septic systems on neighboring properties g) Adjacent ownership h) All properties within 500 feet. A sample plot plan and location are shown below ___.1-- __ .7' — ;Sample Location Map q, 6 �Q / —a .111 $nxitAu`\/ l� J HCRAtt ii4 4; N `O KIIKAfrtCF / l , e \ y.. (-Z\ ( PAa'y �t \ / '-\._______-)70AD t. / .:01; / / at t r 9 �0 k ) iiii-,.,., �, F , , yY ' 4 'tE ital., C i , }" xousr t ...Al., E Z ,4 ,�, MOUSE � 'c' w 1 �' r' :,,w, L 3 IC.:1 < ixz 1; •0— •' JTownof Q.=.„u 1 � '^-' omrzunu+mT , / ToWn Otffas ry • C O /� aL�dV717++IID I 40) • J/ Ho 7. . E.eKN/ G stixuStale Q .n t Town of Queensbury Budding&Codes Septic Variance Application 518-761-8256 GARRY ROBINSON, P.E. CONSULTING ENGINEER 114 MONUMENT DRIVE • SCHUYLERVILLE • NY • 12871 PHONE&FAX: 518-695-3655 • EMAIL: grobinsonpe@gmail.com JOE ORLOW SEPTIC VARIANCE APPLICATION ATTACHMENT The list below indicates the separations for which a variance is being requested. Item Required (Ft) Proposed (Ft) Leaching Device to Well 100 50 Leaching Device to Property Line 10 3 Leaching Device to House 20 1 Leaching Device to Neighbors Well 100 90 & 87 Septic Tank to Well 50 33 Septic Tank to Property Line 10 3 Septic Tank to House 10 3 Pump Station to Well 50 43 Pump Station to Property Line 10 5 Pump Station to House 10 3 Force Main to Property Line 10 3 Well to Neighbors Dry Well (Seepage Pit) 150 25 & 56 Well to Neighbors Septic Tank 50 35 Dimensions to offsite facilities are approximate. Dimensions onsite represent the minimum reduction required to develop the lot. Garry Robinson, P.E. Consulting Engineer 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Ort ie , ) beveleptle }- Project Location(describe,and attach a location map): ne4er` Apn 7?amu/ � sayings, * 4 i4Brief Description of Proposed Action: brill -. f l and 4I5/94S uc}- ' 14-ee, ew Name of Applicant or Sponsor: Telephone: ` 7 9r_ 2�� Td Melt,/en E-Mail: hr Sr' 4e1,corn Addres : Hr'r716/04 /91/e, City/P0: 1)1� Statq:, Zip Code: L5N/OVI 6' 12c5 /.4e.3 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. • 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: 3.a.Total acreage of the site of the proposed action? .67 acres b.Total acreage to be physically disturbed? . 7 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? ,,7' acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban 0 Rural(non-agriculture) 0 Industrial 0 Commercial )(Residential(suburban) 0 Forest 0 Agriculture 0 Aquatic 0 Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES x b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? x 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If Yes,does the existing system have capacity to provide service? 0 NO 0 YES If No,describe method for providing potable water: ,N�) ripe Welt 11.Will the proposed action connect to existing wastewater utilities? NO YES If Yes, does the existing system have capacity to provide service? 0 NO 0 YES If No,describe method for providing wastewater treatment: ,e,4 r._ce,,t14 5y571eIrr 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b.Is the proposed action located in an archeological sensitive area? X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ❑ Shoreline 0 Forest 0 AgriculturaUgrasslands 0 Early mid-successional ❑ Wetland El Urban XSuburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 16.Is the project site located in the 100 year flood plain? O YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? kda J" 0 NO YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,brie describe: PYES fay r-c*21 s jv/1 to 7^unerR Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: o,J 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORiMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor e: A)/ lrSen Date: .��_3©)/� Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. o Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Signature Page This page includes the Authorization to Act as Agent Form, engineering Fee Disclosure, Authorization for Site Visits, Other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: ih // sleid Designates: reit A b) ,50/7 as agent regarding Septic Variance for Tax Map ,ID: �. " ` 2 OWNER'S SIGNATURE: 5 C'T,74./,(zig Date: /,2/. //‘, Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached, herein, the Owner, Applicant and his/herltheir agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicants responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from application, and that minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy between such record and the handwritten minutes taken by the designated stenographer, the handwritten minutes shall be deemed the official record. ✓l, the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed the checklist. PRINT NAME OF OWNER: 1 /2�,4-) 411 SIGNATURE OF OWNER: ✓�`03:A./ z'z45c DATE: // 4/'/ f PRINT NAME OF AGENT: SIGNATURE OF AGENT: ,n ),/-2 DATE: /2/34//6 Town of Queensbury Building&Codes septic Variance Application 518-761-8256 m N - N < V o 0 Lj 0 ' O ►a M Lu m L 112&i Ld alp aid. . w alro O w .o N z GZ ism x 6pw ' •/4915 0000 o rwnd i 5 & SOX y ���,��'( ...... ...................... 3 3 .. Uo �12 F LU ® W W �]l � F r L4 a W W Z �3 Z o �O - 14 THE EXISTING LOT IS LOCATED ON WAGON TRAIL SANDWICHED BETWEEN SEVERAL LOTS WITH CABINS ON THEM. SERARATIONS FROM THE EXISTING SEWAGE DISPOSAL SYSTEMS ARE CURRENTLY NOT MET FROM THE NEIGHBORS WELLS, THE ONSITE WELL, THE HOUSE AND THE PROPERTY LINE. THE NEW ONSITE SYSTEM IS ALSO UNABLE TO MEET SEPARATION REQUIREMENTS THAT APPLY FOR A NEW LOT BUT THE DESIGN PROVIDED INCORPORATES THE BEST TREATMENT AND SEPARATIONS THAT CAN BE ATTAINED. THE SEPARATIONS WILL BE ESSENTIALLY THE SAME AS THOSE THAT CURRENTLY EXIST. THE PROPOSED ONSITE SYSTEM IS FOR A ONE BEDROOM HOME AND UTILIZES A PEAT FIBRE SYSTEM THAT PROVIDES AN EFFLUENT THAT MEETS SECONDARY TREATMENT STANDARDS PRIOR TO BEING DISCHARGED TO THE GROUND. THIS CONSTITUTES FAR SUPERIOR TREATMENT THAN THE EXISTING FACILITIES PROVIDED, NYSDOH STANDARDS FOR NEW SYSTEMS THAT CANNOT BE MET INCLUDE, BUT MAY NOT BE LIMITED TO: LEACH PAD TO WELLS 100" >5U" LEACH PAD TO PROPERTY LINE 10' 3' PUMP PIT & SEPTIC TANK TO PROPERTY LINE 10' 3' SEPTIC TANK TO HOUSE 10' 3' PUMP PIT TO HOUSE 10' 3' SEPTIC TANK TO WELL 50' 33' DRY WELL TO WELL 100' 25' (TO NEIGHBORS) IT IS RECOMMENDED THAT WELLS WITHIN 150' OF A DRY WELL BE SAMPLED FOR TOTAL COLIFORM UPON CONSTRUCTION AND THEN ON A MONTHLY BASIS FOR THE FIRST YEAR WITH YEARLY SAMPLING FOR FOLLOWING YEARS. IF TOTAL COLIFORM IS PRESENT THE OWNER SHOULD CONSIDER INSTALLING AN UV DISINFECTION SYSTEM ON THE WATER SYSTEM. PROPOSED 1000 - GAL. SEPTIC TANK PROPOSED 1000-� GAL. PUMP PIT I 2°0 FORCEMAIN TO B CONTINUOUSLY SLOPE UP WITH NO LOW SFS 1 ® - TEST PIT RESULTS: No. DESCRIPTION 1 0 — 22" TOPSOIL 22"-84" MEDIUM BROWN SAND NO MOTTLING, ROCK OR GROUNDWATER PERCOLATION TEST RESULTS: PERC. RATE DEPTH No. MIN: SEC INCH IN. 1 PT 1 2 min. 30 'sec. 26 PT 2 1 min. 10 sec. 24 SOIL TEST PIT AND'PERC TESTS COMPLETED 6/10/16 BY GARRY ROBINSON, P.E. SEWAGE DISPOSAL SYSTEM NOTES: I 1.) DESIGN IS FOR AN ADVANCED TREATMENT SEWAGE DISPOSAL SYSTEM FOR A 1 BEDROOM HOME. DESIGN FLOW = 110 GAL/DAY/BEDROOM OR 110 GAL/DAY 2.) SEPTIC TANK DESIGN SIZING: 1 BEDROOMS PROVIDE A 1000 GAL. SEPTIC TANK 3.) PURAFLO PEAT FIBER BIOFILTER LEACH PAD DESIGN. PROVIDE 1 MODULE PER 150 GPD FLOW: AT 110 GPD ="1 MODULE REQUIRED. PERCOLATION RATE - 1-5 MINUTES/INCH - LOADING RATE _ 1.2 GAL/SF 110 GPD FLOW = 92 SF BED OR PAD AREA 1.2 GPD SF AT 33% CREDIT DUE TO PRIOR TREATMENT. 61 SF PAD, REQUIRED. - LEACH PAD SIZE = 6'x12' (72 SF) 4.) COTRACTOR SHALL 'AT ALL TIMES COMPLY ,WITH THE REQUIREMENTS OF SYSTEM MAINTENANCE NOTES - ONSITE SYSTEM: IT IS IMPERATIVE THAT THE OWNER PROVIDE QUALITY; MAINTENANCE FOR THIS SYSTEM. SEND AS LITTLE GREASE AS POSSIBLE TO HOUSE DRAINS. MONITOR ZABEL FILTER AND CLEAN AS REQ'D, I.E. INITIALLY CHECK AT 3 MONTHS AND IF NOT CLOGGED CHECK AT 6 MONTHS, ETC. UNTIL A TIME PERIOD FOR CLEANING THE FILTER CAN BE ESTABLISHED. REMOVE FILTER & HOSE CLEAN THEN REPLACE. MONITOR SEPTIC TANK AND CLEAN TANK WHEN THE DEPTH TO THE SLUDGE LAYER IS 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE AND THE DEPTH FROM THE BOTTOM OF THE SCUM LAYER IS 3" ABOVE THE BOTTOM OF THE OUTLET BAFFLE. SEE NOTE 6. ON SHEET TWO FOR PURAFLO SYSTEM MAINTENANCE. 12.) :ALL UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. CONTRACTOR TO �Un /�� ��� FIELD VERIFY AND CONTACT UFPO AS REQUIRED. DIAL 811. �•! /V P ♦ 13.) ,CONTRACTOR TO PROVIDE RECORD' DRAWINGS FOR THE ON-SITEp SEWAGE ✓ V �/ /1 _ •.......RA n..ntr•u Tn `.TLIG. Tn11111 -AC nl l!•CAICOI ID\/ , ,' �(i•�• GENERAL DESIGN NOTES: THE CONTRACTOR SHALL.CONTACT THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION TO ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN INTENT. IF DIFFERING SITE CONDITIONS EXIST FROM THOSE PRESENTED IN THIS PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER, PRIOR TO FURTHER WORK BEING COMPLETED. ,111- S DRILI ED, ENSUKt : I MA I 5tl-AKA I IUN w, a } "'Ip I CT ;SHEET, #4�4 ATA _ :, >, .,_ , r ' .6', FA r YI ':I. •' `' AS CLOSE TO MEETING,100 ; FROM. THE PEAT FIBER :SYSTEM AS POSSIBLE., PROVIDE 50OF , .,. , r f CASING OR rTRY,{TO PROVIDE 150'%:SEPARATION z I; + ..1 t r;. + Nrr i j _'_ ` '• - 26. IT IS,IMPERATLVE',7HAT EXC"ESS-14A,TER DOES 'NOT ENTER THE SYSTEWITFIROUGH LEAKS _`IN;THE ' 4,. n TIC T N ''OR `ANY,.LEAKS IN .INTERIOR FIXTURES, SUCH, AS TOILETS." THE EXCESS WATER WILL , �.. SEP A..K, . ADD TION 'IF'THE OVERLOAD JHE PEA'i SYSTEM AND MAY C_AUSE,'IT FAIL PREMATURELY.- IN I qi .. , .. �' : • .' . ? " ' °•i SYSTEM IS TO BE SHUTDOWN FOR,,,THE' NTER lXCESS, WATER_CAN ALSO CAUSE .PROBLEMS ;ki •,. r .. '_. i`k. ,. '.»?^E , •,4. yj rt I� "ii.'. , ,-... ,u •;. �,. _ .:i f` clY .,,,fx , " ` '- : r,• +s r•, , WITH FLOODING;QF,jHE PUMP,4STATI,ON.,TAKE,APPROPRIATE STEPS TC,ENSURE THXT ALL SEPTIC , 9 s a t .; ,'' I FACILITIES AREtWATERTIGHT,'TO AVOIDTHESE ISSUES: ,• R ,fid•., hl,a;. tiC^; .••,1 a:: ,, ..rr..::s�"4^R.�4',..�s,rak z; ,R Sj c{}� , r , q � i ,:� Y. �•+M' t-.:.,; 1 -rJ • nL 2{- 1 rl ,Z) , a,+ px�'i r x'e t ' pp ,•.,; e I S k' � ..t . (•.:amu n 3 rvi s , r+, k-.:, ° u n k I ': Y t , c • t 1 :.=q i•S.`F; k f .5..1 a 4 :�}, t x .'.2 s 1' t 9 1 P )x", !t„ F41+ r , a" 4 ' ri' i 'j` ';.+ �, '+ 4 d s x ;:d' 1 r•,.I ' 1 'r c ,.� °:.1 r s R' ,.v :' r x t , t: t, x \ . . - . ••r'? �, 2 . 4,. v THS DESIGN IS FOR AN _EXISTING HOME"THAT HAS.; ' ' 1 -`z r'ti `, I Y:. I ONE BEDROOM. THE EXISTING SE, TIC DOES • t 1 it _ ! 1 3 , a NOT MEET CURRENT CODES ;AND IS TO BE . _ REPLACED WITH AN ANUA PURAFL0 PEAT,FlBER ,I y BIO FILTER SYSTEM. IT HAS, BEEN CHOSEN DUE TO y z THE LACK SPACE FOR MORE, CONVENTIONAL SEWAGE.TREATMENT SYSTEMS AND THE: FACT THAT IT PROVIDES FAR ,BETTER ,TREATMENT -THAN , ,.; /� REQUIREMENTS CONVENTIONAL SYSTEM,.A LIST, OF.NYSDOH SITE P 1 BHN FOR NEW TREATMENT SYSTEMS P ` SCALE: i° - :o' WHICH CANNOT BE MET FOR ,THIS REPLACEMENT ! SYSTEM ARE NOTED ON THIS SHEET.. P.E. DC NO.. •NY 060166.1 REV. GATE NOTE I ••------Iii-.- : I '. '*'.'moi , .., � „ ••S: ••R. „Y nY J 1 � \��.iri k• 1. ,s�°I , AP l�'' ASI. ''•��IdS�::' •'.1',`<' 8'-8 1/2* 3" MIN. COARSE SAND GRAVEL i. OR PEA GRAVEL SECTION VIEW TANK DETAILS - 1000; GAL. NOT TO SCALE' Lands. of .Joe 0 rlo. 1 11 Wagon Trail 6 . TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK ON SITE SEWAGE DISPOSAL SYSTEM PLAN DATE: 9/13/18 SCALE: AS NOTED DWG. NO. alowWtto CARRY ROBINSON, P.E. SHEET 1 of 2 CONSULTING a1VGINBBIt THEN.Y.S.D.O.H•DESIGN DOCUMENT APPENDIX 75 -A -WASTEWATER TREATMENT STANDARDS FOR INDIVIDUAL` HOUSEHOLD SYSTEMS AND THE N.Y.S.D.O.H. PUBLICATION "RESIDENTIAL ONSITE WASTEWATER TREATMENT SYSTEMS - DESIGN HANDBOOK" WITH THE 'EXCEPTION OF THOSE ITEMS NOTED BELOW. 5.) LOT INFORMATION HAS BEEN TAKEN FROM A SURVEY COMPLETED, BY BOLSTER AND ,r ASSOCIATES FOR JOSEPH E. ORLOW AND MICHAEL K. ALUND REVISED 8-18-16. THE PARCEL IS 3012 SF (.071 ACRES IN SIZE). IT IS IDENTIFIED AS TOWN OF QUEENSBURY TAX PARCEL 290,5-1-21 6.) DIRECT SURFACE DRAINAGE AWAY FROM THE PEAT FIBER SYSTEM. 7.) CONTRACTOR SHALL FOLLOW THE NYS PURAFLO DESIGN GUIDE AND INSTALLATION MANUAL. 8.) OWNER SHALL NOT ALLOW ANY CLEAR WATER DISCHARGES SUCH ,AS SUMP PUMP OR ROOF DRAINS TO BE DIRECTED TO THE SEPTIC SYSTEM AS IT WILL CAUSE SYSTEM FAILURE. 9.) CONTRACTOR TO SECURE ALL`REQUIRED PERMITS FOR PROJECT., 10.) CONTRACTOR RESPONSIBLE ,FOR COMPLIANCE WITH ALL OSHA REGULATIONS AND -. . REQUIREMENTS. 11.) ALL WORK MUST -CONFORM TO ALL FEDERAL, STATE AND LOCAL CODES, SPECIFICATIONS, ORDINANCES, "'RULES AND REGULATIONS. ` 12.) :ALL UTILITY LOCATIONS, IF SHOWN, ARE APPROXIMATE. CONTRACTOR TO �Un /�� ��� FIELD VERIFY AND CONTACT UFPO AS REQUIRED. DIAL 811. �•! /V P ♦ 13.) ,CONTRACTOR TO PROVIDE RECORD' DRAWINGS FOR THE ON-SITEp SEWAGE ✓ V �/ /1 _ •.......RA n..ntr•u Tn `.TLIG. Tn11111 -AC nl l!•CAICOI ID\/ , ,' �(i•�• GENERAL DESIGN NOTES: THE CONTRACTOR SHALL.CONTACT THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION TO ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN INTENT. IF DIFFERING SITE CONDITIONS EXIST FROM THOSE PRESENTED IN THIS PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER, PRIOR TO FURTHER WORK BEING COMPLETED. ,111- S DRILI ED, ENSUKt : I MA I 5tl-AKA I IUN w, a } "'Ip I CT ;SHEET, #4�4 ATA _ :, >, .,_ , r ' .6', FA r YI ':I. •' `' AS CLOSE TO MEETING,100 ; FROM. THE PEAT FIBER :SYSTEM AS POSSIBLE., PROVIDE 50OF , .,. , r f CASING OR rTRY,{TO PROVIDE 150'%:SEPARATION z I; + ..1 t r;. + Nrr i j _'_ ` '• - 26. IT IS,IMPERATLVE',7HAT EXC"ESS-14A,TER DOES 'NOT ENTER THE SYSTEWITFIROUGH LEAKS _`IN;THE ' 4,. n TIC T N ''OR `ANY,.LEAKS IN .INTERIOR FIXTURES, SUCH, AS TOILETS." THE EXCESS WATER WILL , �.. SEP A..K, . ADD TION 'IF'THE OVERLOAD JHE PEA'i SYSTEM AND MAY C_AUSE,'IT FAIL PREMATURELY.- IN I qi .. , .. �' : • .' . ? " ' °•i SYSTEM IS TO BE SHUTDOWN FOR,,,THE' NTER lXCESS, WATER_CAN ALSO CAUSE .PROBLEMS ;ki •,. r .. '_. i`k. ,. '.»?^E , •,4. yj rt I� "ii.'. , ,-... ,u •;. �,. _ .:i f` clY .,,,fx , " ` '- : r,• +s r•, , WITH FLOODING;QF,jHE PUMP,4STATI,ON.,TAKE,APPROPRIATE STEPS TC,ENSURE THXT ALL SEPTIC , 9 s a t .; ,'' I FACILITIES AREtWATERTIGHT,'TO AVOIDTHESE ISSUES: ,• R ,fid•., hl,a;. tiC^; .••,1 a:: ,, ..rr..::s�"4^R.�4',..�s,rak z; ,R Sj c{}� , r , q � i ,:� Y. �•+M' t-.:.,; 1 -rJ • nL 2{- 1 rl ,Z) , a,+ px�'i r x'e t ' pp ,•.,; e I S k' � ..t . (•.:amu n 3 rvi s , r+, k-.:, ° u n k I ': Y t , c • t 1 :.=q i•S.`F; k f .5..1 a 4 :�}, t x .'.2 s 1' t 9 1 P )x", !t„ F41+ r , a" 4 ' ri' i 'j` ';.+ �, '+ 4 d s x ;:d' 1 r•,.I ' 1 'r c ,.� °:.1 r s R' ,.v :' r x t , t: t, x \ . . - . ••r'? �, 2 . 4,. v THS DESIGN IS FOR AN _EXISTING HOME"THAT HAS.; ' ' 1 -`z r'ti `, I Y:. I ONE BEDROOM. THE EXISTING SE, TIC DOES • t 1 it _ ! 1 3 , a NOT MEET CURRENT CODES ;AND IS TO BE . _ REPLACED WITH AN ANUA PURAFL0 PEAT,FlBER ,I y BIO FILTER SYSTEM. IT HAS, BEEN CHOSEN DUE TO y z THE LACK SPACE FOR MORE, CONVENTIONAL SEWAGE.TREATMENT SYSTEMS AND THE: FACT THAT IT PROVIDES FAR ,BETTER ,TREATMENT -THAN , ,.; /� REQUIREMENTS CONVENTIONAL SYSTEM,.A LIST, OF.NYSDOH SITE P 1 BHN FOR NEW TREATMENT SYSTEMS P ` SCALE: i° - :o' WHICH CANNOT BE MET FOR ,THIS REPLACEMENT ! SYSTEM ARE NOTED ON THIS SHEET.. P.E. DC NO.. •NY 060166.1 REV. GATE NOTE I ••------Iii-.- : I '. '*'.'moi , .., � „ ••S: ••R. „Y nY J 1 � \��.iri k• 1. ,s�°I , AP l�'' ASI. ''•��IdS�::' •'.1',`<' 8'-8 1/2* 3" MIN. COARSE SAND GRAVEL i. OR PEA GRAVEL SECTION VIEW TANK DETAILS - 1000; GAL. NOT TO SCALE' Lands. of .Joe 0 rlo. 1 11 Wagon Trail 6 . TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK ON SITE SEWAGE DISPOSAL SYSTEM PLAN DATE: 9/13/18 SCALE: AS NOTED DWG. NO. alowWtto CARRY ROBINSON, P.E. SHEET 1 of 2 CONSULTING a1VGINBBIt ,r I I 1 SEPTIC TANK WATER LEVEL FINISHED GRADE RISER WITH COVER PUMP PIT CONDUIT TO JUNCTION BOX (SEE DETAILS THIS SHEET) 5' COVER MIN. (TYP.) Th rvNix MFun LW. eirinU..... 4 ...... —. . �_ 4"f PVC T u2m SAMPLE CHAMBER 4 1/4 /FT 4"f PVC 3 TREATMENT MODULES, TWO BLUE FROM HOME O 1/8"/FT. GREEN SAMPLINMODULE WITH WEEP MODULE. HOLES AND ONE 8" DEEP STONE BASE CHECK VALVE DRAIN INTO A 8' BY 30' PAD. ,INSTALLED LEVEL EFFLUEN FILTER }• WEEP HOLE PURAFLO LEACH PAD SYSTEM PLAN - NOT TO SCALE 2" PVC SCH-40 W VENT WELDED I FILL CANNOT UE PLACED OVER THE COVER OF THE PEAT MOSS SYSTEM MODULES. THEY MUST BE LEFT UNCOVERED SO THAT THEY MAY EXISTING BREATHE. SHRUBS AND OR OTHER PROPERTY UNE PLANTINGS MAY BE PLACED AROUND THEM TO PROVIDE A HOME FRAME SCREEN FOR THEM. HOME FRAME= SLOPE NO MORE THAN MODULE TO BE PLACED LEVEL-/FTFOR 3' BACKFILL AND LIGHTLY COMPACT 1'0" COVER MATERIAL GRADE AT NO MIN. PURAFLOW MODULE MORE THAN A 3:1 SLOPE CAP 8" CRUSHED,_� 12' MIN. TO WASHED STONE — SEASONAL HIGH 3i —1" IN SIZE, GROUNDWATER WD LEVEL — I I Lands of Joe orlow 11 Wagon Trail TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK ONSITE SEWAGE DISPOSAL SYSTEM PLAN DATE: 9/13/18 SCALE: AS NOTED DWG. NO. a%wwpW CARRY ROBINSON, P.E. SHEET 2 of 2 CONSULrLVG BNGIMBB STRAW FOR EROSION . •. SOL JOINTS OR HDPE DR 11 FILTER ' FORCE OVER STONEMAIN I..PLACE UNDER PI MATCH GRADE AT _*• • :h. PAD PROPERTY EXISTING CABIN LEVEL SWITCHES FOUNDATION -HIGH LVEL ALARM -PUMP ON -PUMP OFF -REDUNDANT OFF FIELD ADJUST LEVELS UTILIZE 1.000 GAL 3"-4" NOTES; SEPTIC TANK FOR PUMP TANK MOUNTING PAD 1. APPROXIMATE ELEVATION FROM BOTTOM OF PUMP TANK 1 vo TO TOP OF MODULE IS 15't. 2. IF COVER OVER FORCE MAIN CANNOT BE MET PROVIDE RIGID LOW WATER EL INSULATION BOARD OVER TOP AND/OR THERMOSTATICALLY a TO BE ABOVE PUMP CONTROLLED HEAT TAPE TO PREVENT FREEZING. A SYSTEM PROFILE - NOT TO SCALE � A 2"f 8" CRUSHED,_� 12' MIN. TO WASHED STONE — SEASONAL HIGH 3i —1" IN SIZE, GROUNDWATER WD LEVEL — I I Lands of Joe orlow 11 Wagon Trail TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK ONSITE SEWAGE DISPOSAL SYSTEM PLAN DATE: 9/13/18 SCALE: AS NOTED DWG. NO. a%wwpW CARRY ROBINSON, P.E. SHEET 2 of 2 CONSULrLVG BNGIMBB STRAW FOR EROSION . •. FILTER ' FORCE OVER STONEMAIN I..PLACE UNDER PI MATCH GRADE AT _*• • :h. PAD PROPERTY 8" CRUSHED,_� 12' MIN. TO WASHED STONE — SEASONAL HIGH 3i —1" IN SIZE, GROUNDWATER WD LEVEL — I I Lands of Joe orlow 11 Wagon Trail TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK ONSITE SEWAGE DISPOSAL SYSTEM PLAN DATE: 9/13/18 SCALE: AS NOTED DWG. NO. a%wwpW CARRY ROBINSON, P.E. SHEET 2 of 2 CONSULrLVG BNGIMBB LEGEND DW = REPORTED DRY WELL (EXISTING) ST = REPORTED SEPTIC TANK (EXISTING & PROPOSED) PS = PUMP STATION (PROPOSED) PM PEAT MOSS CONTAINER (PROPOSED) W = WELL (EXISTING & PROPOSED) �� • y TOWN OF QUEENSBURY WARREN COUNTY STATE OF NEW YORK I WELL AND SEPTIC LOCATION PLAN 25'-0" �- 15'-8 W/D CLOSET 3040 Sk dw— 0 BEDROOM /\ w FLOOR ABOVE FOR STORAGE 3'-0" FLOOR ABOVE W 0 FOR STORAGE 3'-0" 10'-0" OPEN TO ROOF CD KITCHEN LIVING/DINING CD U 3'-0" 3'-0" 3040 4'-6" 12'-0" Cn I 0 0 Ul I N 4' I 0 LEFT SIDE ELEVATION SCALE: 1/4" = V-0"