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1.2 1.2 SETPH.VAR\IVIulholland-Replacement Wastewater System with Absorption Bed to Wetland and Property Line—10-3-16 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF ROBERT MULHOLLAND RESOLUTION NO.: ,2016 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, Robert Mulholland has applied to the Local Board of Health for variances from Chapter 136 to replace his failed septic system with a new septic tank, pump station, new absorption bed and relocated drilled well,with: 1. the absorption bed of such new system to be located 32' from the wetland to the south in lieu of the 100' required setback; and 2. the absorption bed fill of such new system to be located 3' from the west property line in lieu of the 10' required setback; on property located at 23 Brayton Lane, Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, October 17th, 2016 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Robert Mulholland's sewage disposal variance application concerning property located at 23 Brayton Lane, Queensbury (Tax Map No.: 239.12-2-65) 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 3rd day of October, 2016,by the following vote: AYES NOES ABSENT: NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-851 September 27, 2016 Project#49396 Dave Hatin i 1 , 18 r Code Enforcement Officer •�� X97 Town of Queensbury n„ 742 Bay Road 0 o E4( Queensbury, NY 12804 z ou FM 82©76 'ld Re: Rob Mulholland-23 Brayton Lane Septic Varianc- cl Rksia p FRY CE Or Dear Dave: C'/ t) /if As we discussed on September 23, 2016, we are requesting a septic variance for the Mulholland residence located at 23 Brayton Lane. The current residence has an existing failed septic system which is proposed to be removed completely and replaced with a new septic tank, pump station, new absorption bed and a new relocated drilled well. The existing failed system appears to be an absorption trench or bed system that is within 50 of the existing well. The new replacement absorption bed will be located in the same location as the existing system. The existing absorption system will be removed completely and new fill will be placed in the area prior to installation of the new absorption bed. A new septic tank and pump station will also be installed in accordance with the Town of Queensbury Sanitary Sewer standards. The existing well will be decommissioned, a new well will be drilled and have a setback of 100 ft from the absorption system fill. The following septic variances will be required in order to install this replacement system: • Install an absorption bed 32 ft from the wetland to the south in lieu of the 100 ft required setback. • Install the absorption bed fill 3 ft from the west property line in lieu of the 10 ft required setback. (Note all setback measurements are from the toe of slope of the fill or from the base of the proposed retaining wall as discussed.) We have enclosed the required 9 copies of the completed Town of Queensbury Septic Variance Application, Replacement Septic System Design Drawings and the application fee of$100. Please call me if you have any questions. Sin -rely, Thomas R. Center Jr, P.E. 1y O . Town of Queensbury BuBuilding & CodeS Use Ofii SEPTIC VARIANCE APPLICATION ,= v_a 3x Map fir: Permit No.. DUCTak ar 1 original a S3Clia of Me :Praple.!aa 3CGIiCanon package I Permit roe i e COCVe13 ROBERT MULHOLLAND v ,4_r NACE ENGINEERING - 23 BRAYTON LANE 169 HAVILAND ROAD Address Address QUEENSBURY.NY QUEENSBURY,NY 12804 c 518-703-517-1118 _hJiJ 518-796-2515 Thr ee#ens:c Sit . ROUTE 9L TO ASSEMBY POINT ROAD TO BRAYTON LANE [00 i7;see ce fro, we on concerts eeriic : 3?i' U ecciicabie) feet is oo _._!e 10:r-=salla ..;CicrTirg sa_tc a‘ystann on this _ ___!ty? `(es L11 No f E3 vlease 3xp'ain arid ettacr iia[. er: es cr.ccsei s s:ec .. _ eTL ss:sec' ": uirecer'la 0r lsra-ce r- irsC S sectic a stama C -Ur-ec ' L E ]Nc- = fees '! y sy-sten is to installed !ner e toe c g ares? ✓ No Se bon or the Sanitary Se,p4age Ordinarce from which cc are seeking the variance: (e or,-le' 'asthma SystemMU • from,well I-.'feu C. 3aJi d 1110 t. separate di&t=ace1: REQUEST TO INSTALL REPLACEMENT ABSORPTION BED SYSTEM REQUEST TO INSTALL AN ABSORPTION BED 32 FT FROM WETLAND IN LIEU OF 100 FT REQUIRED REQUEST TO INSTALL ABSORPTION BED FILL 3 FT FROM PROPERTY LINE LN LIEU OF 10 FT REQUIRED ;'k;. '. rick' 3(!!-.6i. = _.1.': =i::= -i.:Car '( L s: e lames, parcel addresses and :ex mac numbers 01511 adjoining proceity_'wnera. iou may obtain tax map nurber: ir•:m tie Assessc's 3 ica as well as the names and addresses: North Nara WILLIAM ROBERTS Adiccass 4 HOLLY LANE - axMap 'D 239A2-2-64 South n.arr'e. ROBERT METIVER MICHAEL CANTANUCCI cress 10 BRAYTON LANE BRAYTON LANE Tax .map 'p 239.12-2-89.1 239.12-2-89.2 East NameCOLLEEN FALSE ad,,.ass 25 BRAYTON LANE ax blas ;-.. 239.12-2-66 West ',lane LYNN GAUGER crtr_sa 15 BRAYTON LANE -_< +,13C 'C 239.12-2-49 OWNER STATEMENT ne Jo hereby -e1='.? re i;,Nr Gveersou-,r'J.T ?ry :n ihe aca NA i3ecro irS`a^ Cta:c: a'.. h5 -�311Z. .,_ r rnza ,.aei SeP C lark :4i e -aC.''r - NA - - : � ?'j?:E" cos char :'i:-. �2C rad 32{ `. NA may` 30111Sitr ;,,a- -.=,r.N8-1.= ROBERT MULHOLLAND �r 9/27/16 NEIGHBOR OR TENANT RELEASE STATEMENT ,'*accucstis a t. .r.-e v �._ .. / = ,,.: '-e ,- : <1J3scsc.r ar, 1=_c ti^;3s : :^e C ArC -- arc 5e_t'c : - crated = NA Aps 4anza a. __ _ _ 9 sec Tc. Cali' .r reaei :y a)-S-e ass -i a 'he. NA te. NA ar r CC3ae379.". :-:ciutc� NA ��_' - •' - - a store - 7 ' ' PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. Location map showing the site within the Tcr. of Queensbur,: Plot clan showing axis-tiro and DIO0csed features cif the proceit./including. a; Lot dimensions th, North arrow and scale. I iron =AG fee( c) I coat-ion &dimensions of existing and °reposed buildings, snowing setback distances and uses d) Parking layout to scale(if applicable) Physical features (streets, steep slopes, :etas, ;Flatlands.. etc.) fi Location jail :tells and sscdc.s.ystairrs on relent:wing properties g) Adjacent ownership. n), 1.0 prcoerti=s w tir 5t:',0 feet. A sample plot plan and location are shown below ----, ----- - _ -- ---3arr.Me 1_ mlier,Ms- S 2 f' r,, -__:--_._•-.-C,'q-ae.e.-:- -_-,..‘f,,-. ,.1'i_g_..- • .„.- .r.._.....•.-'.. ,.. .--••. 1-....j _-Th•. .; ------ -• 21 --- ___-.-- _—- -- _ ------ - --, - _ IA. z . — .- ., :<:• •.; -..E1...r•ee r. -tc. Signature Page 'ihis oaoe includes the ...utorzatio' it Act as "-rant Corm, er; ireer. `ee Disclosure• �. One; -- 9 9 , �:hor�ai:cn for 3;te '/'sits ,, Jefinit respor5Tlhries a-.d ag ee ert:o of:+'de zceurnerr tBGC' required, .:C.^.iglete. the 'dd.::Wirg if the CVY`•IER is Jsing ar Agent: ROBERT MULHOLLAND r r` Name: Ces gl„te;, NACE ENGINEERING — as agert-agariing Sect': Vedar Ce "or rex Mac, ID• 239.2-2-65 /'H_;<' - lam 9/27/16 Enaineennq =ee Disclosure: -"=711Ca'Iors `__J DCdared ;c argiree.. :Gr re,ikro X SCD C deal i - -- tairaae.err _s dg:erT; - --a;r ;').‘77 :Or r ' r ',ieyy _ 9 w�a - .. _ .. _ -__._ � -eai:.- -o, u' ? U'(aei f_ .. �9rn,;�? 'rd:i =: ;f'-7g Cari Authorization for Site Visits. _r =aga 3'': '_ho'rtir; ire acciceiiiC- -laterals a'tached. -e - .. a :'•.r-- siai ce __.a. _C'"a"._rP a - -eret,, a,vt =a e - _ sf _ - , . ard :ode _ _'id =r-•gi-_' a- :h 32.0 ect c-oce-,es `Cr re :urc ae aviewir g e G 'I` G' .. - ":?'cars - _ _ eotf'dl:e� Please Note a e �1.5 O "DD,_r._ _.1 . ,�.:a e:-cr _ar.r _Jcsc__ .. ac _ , -31 _ . a .a:- tits _v, aa_�II•.-.''-.le '-.ac f:.]Ijr..r - - 312;_ 1p F axeYuno Nn , - - --- - - ' .r..iai ., .'[£S :Ie'!Ca'J,?. „ '-. 3 :� :3 '.bri ,.a": ., r :, "'_'.5 _3yrZc•_ ate rcgracher :_-- ?:Cr: to :..-asr;;:t 3 . 7e -erii--s r;!sits; r .` ••(;',t Caatr nd,ra:r ' __ 731,sc1be: ']1T . :se :aces :onsi::u-a :rca -3CSrt .." air 7Cee1:Incs it there is a :i3'"3 -- - - — - e, jsscra ed 3t'arcgramer the r _:.e. .,c:l+ac' 3:f _._ r: .. ,, a(u,.Prcl' �.o_ c'(ra- r '(: - .:a.^�^r¢er -�ir.�ts= anal �_ �'°-.er: r _ :rc'a. Y re -^der,igred , :'C r_yrI'; earl arc £ieSiarc re it a .C'r_-8 'r 3utf-issICr =Cr=S >_'- - ' azure"-errs and Tet-d e c i'�- _ ROBERT MULHOLLAND LC;= '33`, _ E. 'E "' < � :177 9/27/16 4t_ T. c, THOMAS CENTER JR. -- 9/27/I6 Short Environmental Assessment Form Part.1 -Project Information 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 I 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 ROBERT MULHOLLAND Name of Action or Project: MULHOLLAND-23 BRAYTON LANE SEPTIC VARIANCE Project Location(describe,and attach a location map): 23 BRAYTON LANE-NORTHEAST CORNER OF BRAYTON AND HOLLY LANE Brief Description of Proposed Action: REQUEST VARIANCE TO PLACE A REPLACEMENT ABSORPTION BED 32 FT FROM A WETLAND IN LIEU OF THE 100 FT REQUIRED AND PLACE ABSORPTION BED FILL 3 FT FROM THE WETS PROPERTY LINE IN LIEU OF THE 10 FT REQUIRED SETBACK.NEW WELL WILL BE RELOCATED TO MAINTAIN 100 FT OF SEPARATION FROM ABSORPTION BED AND 50 FT FROM THE NEIGHBORS HOLDING TANK.. Name of Applicant or Sponsor: Telephone: 703-517-1118 ROBERT MULHOLLAND E-Mail: Address: 7 HORICON AVE City/PO: State: Zip Code: GLENS FALLS NY 12801 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 f] may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does theproposedaction required pa permit,ermit or aapproval or funding from any other governmental Agency? NO YES If Yes,list pproval: TOWN OF QUEENSBURY( ) SEPe TIC VARIANCE AND TOWN OF QUEENSBURY SEPTIC PERMIT ❑ RI 3.a.Total acreage of the site of the proposed action? 0.33 acres b.Total acreage to be physically disturbed? 0.10 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.33 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial 0 Commercial El Residential(suburban) ❑Forest DAgriculture ❑Aquatic DOther(specify): ❑Parkland Page 1 of 3 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? ❑ ❑✓ 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:Name:Lake George,Reason:Protect the resources of the park,Agency:Lake George Park Commission, ❑ ❑ uate:t1-tu-ats 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ ❑ 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? ❑ ❑ 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: ❑ El 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 0 ❑ NEW WELL TO BE DRILLED 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: i ❑ REPLACEMENT ABSORPTION SYSTEM PROPOSED 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑✓ ❑ b. Is the proposed action located in an archeological sensitive area? ❑ a 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: 0 Shoreline 0 Forest 0 Agricultural/grasslands ❑Early mid-successional 0 Wetland ❑Urban 0 Suburban 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? NO YES �✓ I 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? 0 NO OYES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO OYES Page 2 of 3 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: ❑ ❑ 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: 0 0 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: ❑ 0 I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE NACE ENGINEEIRNG-THOMAS CENTER 9/Z 7/7 App nature: pons9r�t}� Date: Signature: PRINT FORM Page 3 of 3 • EAF Mapper Summary Report Tuesday, September 27, 2016 10:54 PM : Disclaimer: The EAF Mapper is a screening tool intended to assist 239-11-2-'33 2 39-12'-2763- , project sponsors and reviewing agencies in preparing an environmental, assessment form(EAF).Not all questions asked in the EAF are 23912-2-50 answered by the EAF Mapper.Additional information on any EAF question can be obtained by consulting the EAF Workbooks. Although _-- EAFthe Mapper provides the most up-to-date digital data available to _ -- 2 39.12-2-64, DEC,you may also need to contact local or other data sources in order _ _ - to obtain data not provided by the Mapper.Digital data is not a I substitute far agency determinations. l 239.12-2-69 .1 '............. _ 1 on," Montreal 2:59 12-249 - __ "_ it clati.�ttig. ; - Sr239 12232'3.12 2 o7' - ..).2Tnr on tc 2'. .12-2-i 3 P,ID F _F'-�isl-x __ - __-- .——_-_____ �Oavon Bn:mn <3-- 12-2- Q Cl Haid _'ro.Wertte ` Sans -_n, = Agency Use Only(If applicable] . - Project: Date: Short Environmental Assessment Form Part 2 -Impact Assessment Part 2 is to be completed by the Lead Agency. Answer all of the following questions in Part 2 using the information contained in Part 1 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 I occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning El Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? I ❑ ❑ 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 ❑ ❑ 1 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? El El 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)? ❑ ❑ 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 1 11. Will the proposed action create a hazard to environmental resources or human health? ❑ ❑ PRINT FORM Page 1 of 2 Project: Date: Short Environmental Assessment Form Part 3 Determination of Significance 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. • DCheck 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. UCheck 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) PRINT FORM Page 2 of 2 SYSTEM INSTALLATION NOTES SYSTEM PROPERN LINE WELL HOUSE LAKE GEORGE SEPTIC TANK 10, 50, 10, 50, MATERIAL SPECIFICATIONS 10, 100, 20' 100, 3'PROPOSED Utility Pole z 7' OF RELIEF REQUESTED gr N M 21111 10'PROPERTK Asphalt Drive' - (MEASURMENT FROM PROPERTY LINE TO TOE OF FILL) Z4 Co LINE SETBJ!�K q (0 C, C& c, 0 'V z (8.5 Fr FROM PROPERTY LINE TO EDGE OFABSORP77ON BED) No WELLS wrrHrN i6o, C� �,, 1_1� k, CONSTRUCTION SHALL BE AS SHOWN ON THIS DRA WING AND IN, ACCORDANCE MTH THE N.Y.S. DEPARTMENT ABSORP77ON BED AGGREGATE OFPROPOSEDABSORPTIOM FTF1 D. Vzl� C� - I 1 0 OF HEALTH INDIWDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLA TION OF THERMOPLASTIC PIPE AND STONE IS TO BE 314" TO 1-112" WASHED CRUSHED STONE. CORRUGATED TUBING IN SEP71C TANK LEACH FIELDS. WASTEWATER SYSTEM FILL MATERIAL FILL MA TER IAL DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." AFTER EXCAVATION OF 20' WIDE X J5' LONG ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND EFFLUENT SEWER PIPE FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS, OF. SOIL. PIPING TO BE 4" SDR -35 OR SCH-40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE. ci� FILTER FABRrC fen ncrete Well LOL PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE'A.S SHOWN, AND CARE FILTER FABRIC TO BE 4.8 OZISY NON -WOVEN SEPARATION FABRIC, TENCATE MIRAF1 140N OR EQUIVALENT Utility Pole Cover SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE HOUSE SEWER PIPE NM3-JA AND PIPE PIPING TO BE 4" SDR -35 OR SCHEDULE 40 PVC. INSTALL WITH 114" PER FOOT MINIMUM SLOPE, TOPSOIL THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT, CONTINUOUS GRADES PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. Iz- WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID MTH HOLES DOWN IN ALL CASES. WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS AND TOPSOIL, PLACE SYSTEM FILL OVER THE EN77RE AREA OF PROPOSED ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM ABSORPTION BED AND TAPER AREA. C)� d THE DISPOSAL FIELD. "WASTEWATER SYSTEM FILL MATERIAL" SHALL BE CAREFULLY SELECTED SAND, SANDY LOAM OR DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. SANDY LOAMY GRAVEL WITH IN-PLACE. PERCOLATION RATE OF,2-3 MINANCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 107 BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLA77ON OF 257 OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF O-�Omm TO 2.Omm. LESS THAN 157. WATER CONSERVING FIXTURES AND A DESIGN FLOW I OF 110 GPD PER BEDROOM. THE S I YSTEM IS NOT OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112- SIEVE. DESIGNED TO ACCOMMODATE EXTREME WATER USE nxTuREs, SUCH AS JACUZZI -TYPE SPA TUBS OR WATER WASTEWATER SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED LahJ5 N/f of T AKE TREATMENT EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR EXTREME WATER EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. William P. Robert5 USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. 'Pamela 5. Kobert5 INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO NO WELLS WITHIN 100' ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE TRANSPORTING TO SITE, OF PROPOSED ABSORPTION FIELD. GE(` GE WASTEWATER SYSTEM. VARIANCE SUMMARY JR CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND ABSORPTION FIELD SETBACK TO WETLAND ABSORPTION FIELD. 100'REQUIRED 32'PROPOSED 103' SHORELINE 68'OF RELIEF REQUESTED SETBACK E-1 g WASTEWATER SYSTEM SETBACK SCHEDULE PROPERN LINE WELL HOUSE LAKE GEORGE SEPTIC TANK 10, 50, 10, 50, ABSORPTION FIELD 10, 100, 20' 100, ABSORPTION FIELD SETBACK TO WEST PROPERTY LINE Anchor 5top5 10'REQUIRED Guy Dock z 3'PROPOSED Utility Pole z 7' OF RELIEF REQUESTED gr N M 21111 10'PROPERTK Asphalt Drive' - (MEASURMENT FROM PROPERTY LINE TO TOE OF FILL) Z4 Co LINE SETBJ!�K q (0 C, C& c, 0 'V z (8.5 Fr FROM PROPERTY LINE TO EDGE OFABSORP77ON BED) No WELLS wrrHrN i6o, C� �,, 1_1� k, �D OFPROPOSEDABSORPTIOM FTF1 D. Vzl� C� - I 1 0 3'PROPERTY 132. 94 IPINF� z -9:11 I LINE SETBACK '16"E G�- cherry/ E-4 PT4 PROP. DIST. BOX P4 1 X4 Pq P . ROP. 20'x35' PROP. PUMP < iABSORMONSED 4?!AIJON 0 PROP. FORCEMAIN E-4 IA5phalt j Deck 40'± Alo,ncj 5hore Drive Z qd 5tory House �Tff 335.57 1 4,1 Lancib of z I 1 4.81 ;ZAW I :4 a Z 1 co Mulhollind Clb "'Aga co 827/155 5uep E-11 Area 13, C>t) I UU -)I. Ft. Z 01.31 Acre5 IZ4 li_- g, lono IN, 0:1 0 r _0n, 5 L PROP.1250 GAL. Land5 N/f of SEPTIC TANK NO WELLS WITHIN 100' I OF PROPOSED ABSORPTION William F. Robert5 wood LAKE 2 5tory House Deck FIELD. Pamela 5. Kobert;5 nice 119, Miphalt \STREAM 1L7PROPERJ, - Driveway L Land5 N/f of N86 Colleen M. Hal5e 61011"WNESE Q :� " W/ . 7.1— , , - 17 8 Bruce W. Hal5e GEORGF., FRd 0) 50' WELL TO, P\IM=32 IAO' 0 32' 7� CC.,) -orlayt NO @ NEIGHBORING WETLA 15" CpF HOLDING TAW 0. 30 SETBACK SETRACK L 8 1�qv- 319-45 0 C9 50, Anchor ,(n rz� Over e Guy Dock 12" Crnp Inv. h APFROX. LOCATION 0 HOLDING TANK Utility Fole ry tjne� (TYP) 0 Utility Pole NvI 3 Asphalt Drive & NIM 211 1.7 Ilk IQ 1Y, Utility Polell NO WELLS WITHIN 100, 0 q (� 7777 q 0 OF PROPOSED ABSORPTION ASTEW4 SYSTEM PLAN NM 4 W it FIEL 0. SCALE. I"_-20' V. 151' Cpp, Inv. 319.7 11 of Overhan T 132.'94, IZIF IP(Nf 1pf "I yp p-, O"5lpruce* N`88015� 6"E e,-, che ,r,y L 5top WASTE WATER SYSTEM DESIGN WELL TO BE DECOMMISSIONED A TP#I Well Cover Patio DESIGN FLOW - 110 GP ROOM j 4 -BEDROOM RESIDENCE Deck DIBED Asphalt Alonrj 5hore C01 (5)4" PVC PIPES, el) -2" PLASTIC PIPE, Drive SYSTEM DESIGN FLOW 440,GPD & (1) -CONCRETE BLOCK STRUCTURE TO BE REMOVED I 1 /2 SEPTIC, TANK - PROPOSED 1,250 GALLON PRECAST CONCRETE c OSED 1,000 GALLON PRECAST CGNCRETE�, Drywd 5tory House :5�e w For h PUMP STATION PROP e �rC C�C 5�5 er �A 325 �5COver ev Tf 33t,.5/ oncre e 5--ptic Tank LancI5 of 4" P V� 5joc It APPLICATION RA TE TO EXISTING SO L: .7 GPDISF, 'BASED ON , I , , 4. 8'r 0 Inv. 330.25 Mulholland L oture 8-10 MINIIN PERCOLATION RATE 4" Pvc, 5tru, t 5 62.7/158 5 %/ 0 a io 0 Inv 4" Pvc, F I _,:., Arp, I 3,G91.00 5 SITE LOG4 ..�AOCATION MAP,,"'' nv. AREA REQ'D (440 GPD)/(.7,GPD/SF) 330.23 0.3 1 Acee,5 ABSORPTION BED 5tone nv' 3 33 30.2 Crushed 629 SF 4" Fvc K" 1 11 '. ---- ------ REMOVE SEPTZC TANK \ ', , , Inv. 3301.15 P PUMP STA ABSORPTION BED AREA PROVIDED 20'x35' 4't Fv6 wood 700 SF Inv. = 330. 10 nce 1 5tory House r As Asphalt Deck 20" As 2" Plastic 1;> 17" Pine Inv. 830.41 Porch 0 LancI5 NJf of POTABLE WATER SUPPLY IS ON-SITE WELL Drive-wa 5tep5 N86026'581iw C011(fen M. HabC MAINTAIN 50' MINIMUM SEPARATION BETWEEN SEP TIC TANA (X� ---- ------ WELL 82.50, bructe W. Habe p l"z Approximate H1,j MAINTAIN 100' MINIMUM SEPARATION BETWEEN ABSORPTION, FIELD, �gggp -�,,Nrr, -i- nway L)our?cj5 1V?8 54 RIM=321.40' & WELL .\7 lw'v d(9 B rayt,on _<44 0 SITE SOILS DATA Lai, Inv. 319.45 "A2111 TEST PIT v Ai TP#1 8126116 BY TOM CENTEii JUNE, 2016 w a . ...... Date:' APPFOX. LOCAHON OF HOLDING TANK Utility PC I 12" Cmp Inv. 326.76 Overhe"c' Utility Lines 61147 `gR 2 yr) TOPSOIL "g t, Scale: AS NOTED �A,;Eu NM 3 CO 4iF. 4-20" LOAMY MEDIUM FINE SAND COBBLES 'WITH vz��Itli,' V , i�,� � , - - ,_i� GRA VEL TRACE SILT Utility Pole N EL NM 4 20-52" MEDIUM FINE SILTY SAND, SOME GRA V 44 Ml 16'Cpp Inv. 31 ��.71 PERCOLATION RATE. 8 MINUTES 56 SECONDS 4 ""g� 4939 6 REMOVAL PLAN MOTTLING OBSER VED @ 32" SCALE. 1 "=20' SHEET 1 OF 2 GROUNDWATER OBSERVED 46" Ali 0, Ld WATERTIGHT COLd VER a~. vwi U O � 5' MINIMUM COVER 18 MIN r; W � y POWER :,.,. ,..: u....•:,. � r FINISHED GRADE W .�—TO HOUSE r, (10' MIN) �PITLESS ADAPTER ;t o 0 0 'A 2" ANNULUS OF NEAT CEMENT OR Z — BENTONITE GROUT IS REQUIRED. SEAL CASING TO BEDROCK REFER TO 'CITED PUBLICATION FOR \\ MINIMUM REQUIRED DEPTH OF GROUT 50 MIN. CASING `-EXTERIOR WEATHERPROOF JUNCTION .BOX - .. .,,.. �y APPROXIMATE SUGGESTED POLYETHYLENE EXTENSION SUGGESTED.. _ v C.l �' °-!,✓`'�f1 - ti �, , y - SIlG .POLYETHYLENE EXTENSION IN NECESSARY), SEAL CONDUIT GAS LEL �y��i11100 , ' TO GRADE WITH TAMPER RESISTANT TO GRADE: WITH TAMPER RESISTANT INSTALL CONTROL PANE �• .FINISH GRADE. L INHOUSE. ALL ELECTRICAL _ ✓i*L..rvI.?i:..,;�, ACCESS COVER ACCESS COVER ^WORK. TO BE INSPECTED BY A -CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION: _ 12" MIN. - 12" MIN.. COVER COVER INSTALL FLOAT SWITCHES TO OPERATE , DISTRIBUTION BOX - . WATER SUPPLY WELLS SHALL BE PUMP AND MAINTAIN LEVELS AS INDICATED .. .. _ ... ,,_ CONSTRUCTED IN ACCORDANCE WITH B" PER FOOT �� THE STANDARDS OF APPENDIX 5—B 4' PVC SDR -35 2. / � .:.. ,.. ,. ,:.. " SUBMERSIBLE PUMP INLET , ., MIN. SLOPE_ BALL VALVE OF THE NYS SANITARY .. UQUID. LEVEL OUTLET... 4• PVC. SDR -3s '2"MIN. ` 'CODE _ MIN. SLOPE .. INSTALL VALVES. AND UNIONS - 1/4° PER FOOT - SUCH THAT EITHER PUMPCAN 2"MIN. DROP • 16" i. BE ISOLATED AND REMOVED BETWEEN. INVERTS MIN. + WITHOUT REQUIRING PIT ENTRY - WATERTIGHT SLEEVE AND SEAL (TYP).' .ALARM 6" ABOVE PUMP ONS. FLOAT SWITCHES —INSTALL INSIDE - - -E-4 P4 �nc .. PUMP ON. .PUMP PIT IN LOCATION 'ACCESSIBLE 1250 GALLON PRECAST - .WITHOUT -PIT ENTRY. - CONCRETE SEPTIC TANK °, PUMP 1� STATION NOTES WELL DETAIL PUMP OFF 1� MINIMUM 2X WIDTH , . PUI•IP Y^ . MAXIMUM 4X WIDTH, - : - SEAL ALL TANK OPENINGS WATERTIGHT. - NTS ► `ami W :�/ 1 0 `z ...: 16" MIN,. PROVIDE WITH M UAL UL LISTED PACKAGED INSTAPUMPLL .CONTROL .. .. ....... .. .. • � .. n ...: " PANEL WITH VISUAL AND AUDIBLE ALARM.: HNSTALL 'DUPLEX. „ SEPTIC TANK NOTES T � . . • ^ ' _ ° .... - ALTERNATING, DEMAND : DOSE CONTROL PANEL INSIDE HOUSE IN - UNITS SHALL COMPLY THE .REQUIREMENTS, OF THE NEW .YORK STATE ' 1,000 GALLON PRECAST CONCRETE PUMP STATION ACCESSIBLE LOCA710N. ALL I N . DEPARTMENT .OF :. HEALTH AND SHALL BE OF PRECAST ,..CONCRETE'. ' AS ALARM POWER & CONTROL .WIRING TO CONTROLLER RER'S ' z' MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. � - ALARM IN HOUSE IN ACCORDANCE' HATH MANUFACTURER'S ALL STRUCTURES SHALL PLACED E FIRM, COMPACT SANDINSTRUCTIONS :AND NATIONAL ELECTRIC CODE PIP O . OR BASE.' - .. � � MERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE _ REQUIREMENTS. U)PLACED AS NECESSARY TO ACHIEVE A STABLE BASE.. ' ' - _ PUMP CONTROL AND FLOAT .LEVELS TO � BE INSTALLED TO ,(Q ;4 .SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF .EXTRA HEAVY.. _ PROVIDE A 58 GALLON DOSE. _ w �+ CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. EFFLUENT PUMP TO BE HYDROMATIC PUMP. 519283217, MODEL , ALL E JOINTS MUST BE SEALED WITH BUTYL `SEALANT. 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