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BOTH-000386-2016 1 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 WL Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000386-2016 Date Issued: Tuesday, October 18, 2016 This is to certify that work requested to be done as shown by Permit Number BOTH-000386-2016 has been completed. Tax Map Number: 290.-1-78 Location: 124 SUNNYSIDE RD EAST Owner: Steven Hoag Applicant: Steven Hoag This structure may be occupied as a: Residential Septic Alteration Septic Variance permit BOTH-000326-2016 By Order of Town Board TOWN ^OF QUEENSSBBURY Issuance of this Certificate of Compliance DOES NOT relieve the t ' ) . _(/ /� property owner of the responsibility for compliance with Site Plan, «<...EFFL///(((��+++ Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development - Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: BOTH-000386-2016 Tax Map No: 290.-1-78 Permission is hereby granted to: Steven Hoag For property located at: 124 SUNNYSIDE RD EAST 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 lype of Construction Owner Name: Steven Hoag Septic Disposal $0.00 Owner Address: 124 Sunnyside East Total Value $0.00 Queensbury,NY 12804 Contractor or Builder's Name/Address EIectrical Inspection Agency Plans& Specifications Residential Septic Alteration $ 40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, June 17, 2017 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Townof bury; ed d June 22,2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT Office Use Only DATE 6/21/16 Received Tax Map ID TAxMAPID 290.-1-78 Permit No. –201 Permit Fee -� . U LOcATION OFINSTALLATION 124 Sunnyside Road East Approvals: JUN 21 6 APPLICANT Steven Hoag PHONFIE-MAIL ADDRESS 124 Sunn side Road East , INSTALLER/BUILDER: TBD PHONEIE-MAIL ADDRESS: OWNER Steven Hoag_ PHONE/E-MAIL Address 124 Sunnyside Road East CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Hutchins Engineering PHONE (518)745-0307 RESIDENCE INFORMATION Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed —Y ✓ N 1981-1991 Spa or Hot Tub installed Y ✓ N 1992-Present 2(Design to 3) 110 330 PARCEL INFORMATION Topography ✓ Flat rolling Steep slope %slope Soil Nature ✓ Sand Loam Clay Other Groundwater At what depth? Bedrock/Impervious Material At what depth? Domestic Water Supply Municipal ✓ Well(if well, water supply from any septic system absorption is $5 ft.) Percolation Test Rate: 1-5 per minute per inch (test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEw CONSTRUCTION Tank Size 1,000 gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? 15'x30'Absorption bed Holding Tank System Total required capacity? Tank size #of tanks Notes: 1) Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2) We will no longer allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system layout on file–no exceptions. DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance know byFvwpaT on behalf of an plicant, shall be void. I have read the regulations and agree to abthese-and all re ire ents of the s ^ nitary Sewage Disposal Ordinance. Print Name: I Date: Signature: Date: Town of Queen ry to ng " e' Septic Disposal Per/it July 014 . . m'^:ter. ;, z•.ft'�; •� .' \yr k', n. 3 rs� s. ..0 VARIANCE SUMMARY WASTEWATER SYSTEM I�ESICN �x`:_w� i11 .111111 " m ®,. s s" s�i`,— r " i;MN. i,`�e `?'34ti.'°a.,• 9A:'11^<.',g r ABSORPTION FIELD SETBACK TO WELL 2-BEDROOM RESIDENCE DESIGN TO 3-BEDROOMS S iF -N - 1 100 REQUIRED DESIGN FLOW - 110 GPD/BEDROOM `' ``' ' 1 — 1. . _ . .. B5'PROPOSED _ € v< `' `a SYSTEM DESIGN FLOW 330 GPD � I ', 15'OF RELIEF REQUESTED ,T, N ® «� SEPTIC TANK - NEW 1,000 GALLON PRECAST CONCRETE n, `` '" ' ABSORPTION FIELD SETBACK TO PROPERTY LINE < APPLICATION RATE TO EXISTING SOIL: .95 GPD/SF BASED ON ® 10 RE UIRED 5 : q,' y dna - 5,0'PROPOSED 1-5 MIN/IN PERCOLA77ON RATE - _ "': ; f 1. 5.0 OF RELIEF REQUESTED „ ®„ Vii.�`a`•.=moi' = mW`r + 'f^ "" ABSORP7T ON BED AREA REQ D = 330 GPD 95 GPD/SF) :- . T 0 SITE SOILS DATA _ x Hwy t h,. •.tA ' �,01 11 348 SF ', a has: a� ;;"tg�•d, PEST Plr . W @ r ' ... .,'<ya YM'. ® ® ABSORPTION BED AREA PROVIDED 15 x,30 450 SFS =_ ` "° mr TP-1 - 4/6/16 8Y TOM HUTCHINS P.E. �� 0-9 -.:MEDIUM BROWN TOPSOIL I POTABLE WATER SUPPLY 1S ON-SITE WELL , = + �•. "° " � ' 1 9-30" - LIGHT YELLOWISH BROWN VERY FINE SAND : •'`< ;, MAINTAIN 50 MINIMUM SEPARA77ON BETWEEN WELL AND SEPTIC TANK ,u: ' ;,; n,,',;� r, �„ �. 1 WITH TRACE SILT �,,,, , � � _ i REQUIRED 100' MINIMUM SEPARATION BETWEEN WELL AND ABSORPTION ''- ; 1 30 48" LIGHT BROWN FINE SAND �, ", <' q a,. ! ® EXIST.FAILTNG SEPTIC SYSTEMA ' i BED � N , 48-60 BROWN MEDIUM SAND, MOIST „ - $^ . TO BE DECOMMISSIONED 1 --1 ---- .._ . _ _- - - - . . - ---_.--_--.. .-- ------____ - . --- --__._._.... ---- -._-_.. _. - .,.._ ._. - - - - - -. . ® EXIST.EFFLUENT SEWER i I••._ ;. �° EXIST.SEPTIC TANK TO BE %/ 1 ROOTS ENTIRE DEPTH 1 I PUMPED&DECOMMISSIONED ,- — —0 - 1 I NO MOTTLING SITE('LOCATION LOCATION MAP I . 1 / NO GROUNDWATER EVIDENCE LIMIT OF 15'x30' 4" PERFORATED PVC LATERALS - \ a®'DW LING .--- 1 STONE BED INSTALLED NEAR LEVEL IN ____1 •EXIST.HOUSE SEWER —' , � � ACK / �, EXISTING 1 BED CONFiGURATioly SYSTEM INSTALLATION NOTES ExrSTING BUILDING SEWER 1 / 10'DWE NG �' TO BE RE-ROUTED IN NEIGHBORING DISTRIBUTION BOX PROP.HOUSE SEWER .�'� CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. EXISTING 1 / / �C►BACK I i BASEMENT TO EXIT WEST �, RESIDENCE 1 — .: . ., ": ., , per_ 81 INSTALLATION OF FOUNDATION Y:.;; ;:..w ;..; v: :. y, DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F4 IGHBORING ,...,..., ,.._,-..:;.._:-: ,,., '., :..:F', r,...::.',_...r;...,-:^;. .- r- EFFLUENT - NE : ......: 4" PVC - -,'l L 571C C DS. 1 : -• , - , '._-.,::..',,.:,.'_<:... .- THERMOP A PIPE AND CORRUGATED TUBING IN SEPTIC ANK LEAH FIEL r 5 ,. 2 I ;j , - : rN"y SE E a Y W R RESIDENCE W I a1 1 r .:.., . ; - I------ ..... ..._............... _. ......................:... _. ......._...:........ .... ....._....._..._.. ..._ ... .. ...._. r=;� PRIOR TO EXCAVATION CONTRACTOR 1S TO CONTACT DIG SAFELY NEW YORK TO LOCATE ANY ExrsT I EXIS?I N ala - ,..,, 1 ®_____ m - EXISI7NG UTlLITIE Er HBORING : N G fl, 1 '` % , 1 _ m :w yx 2 BEDR0111 r -r r ,..r , >.r K ...x'. ` ..r"^ .,"...,r _^r ." :.,. - 1 iy r .,...r ...,r r^ WELtt - ,. c,., ._ E 1 C: O ,. .., `.. ,,,> 7 ,,,Y ::,v :: •C.: ,.) y,_� y y'a l_y, , , RESIDEN r >,... r'-'..,, :.. :.',.,. ,._ r r' ,.,r:.. .r%..,r' ` ,, W 1 >.:, :-'"r. `'' r:^`-,-. ,J. "__>--_' , AFTER EXCAVATIO OF 15 x30 ABSORPTION BED TO THE DEPTH RE UIRED lT IE WALLS AND FLOOR 0 0 GALLON r^ - N Q PROP.1 0 I - - > I '= '..a . '.? BE CLE S SMEARED REAS OF SOIL. PRECAST CONCRETE a / �� Y - .y . , �, -, . <,.. SHALL CLEANED AND RAKED IN ORDER TO LOOSENA E r .,\ - .. ,... ... ,.... J J ,.- I... , ,_.. ..�_ - ro ,. .. .... .... .. .. .. ._... ._ ._ ...., ... SEPTIC TANK a to NErGHBorzrN ,. M M Y Y T ./'� y,, % y:: r _..,r .;...r ..,r t..,r ...r...,, r .n ",. t ..,r",,, l.,r` I® yl WELLS ,>-, .,;...., �...,,<_..., ,_'. ,. ,>..,,._.-.,,,.,_ ,:_.,.:..�', "-., ,:.. _i. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND _ 73- w WELL 15 ,,, - r, � r CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN i r;' 1— s r.., • n . i >_ ,.. THE STONE AND PIPE. y y... ' ?.s / r : r �,... �,.'.: >..a ...� ....r :._.� ,..: ....,r •,..,. ;..,y :,.>> .r ,r�',r'`l,z`" .r".`...%;.��..:%,�'..�'�....<'` •,rv'"=...r" y ,t..:r,,..; 6 . , , ..-♦ , .,., \ ;,\ :,)' :„ �♦ ,,-) ", is.l ;-,I a ,> Er HBOR% .. N'. > N G N,� L , ExrSTING v y� �': 0 _4 1 .. ,....,_ , ,_,,.^......,...:.._:-.>.,.,..,`. ,r,_.,,,r,.._;..,..,;;%'.i"..::,^`::••:r' ''•.;r;:y,:"1.n','I.<r;:`�t--."*,-:..,;,`,:`,,.:='.::,.;,.`,:;,.� .;:.:.:.,:,.;:�;:..;r`�. WELL ACK ® M \ <..; . ;,._,i ,:...,; _ �,`y ':� INE PIPE SHOULD BE LAID AT THE GRADES 1NDtCAIED, MAINTAINING STRAIGHT CONTINUOUS GRADES DRIVE :: r ; r ' .' .. ''> - r :a y';,,z r`>„< '' ��• WITHOUT SAGS HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE - a cn %m GARAGE 1 . y:;` . ® AR B5 - „ 1 '.-2.5 q J y LAID WITH HOLES DOWN IN ALL CASES. I - i , ,,_,.. . .. - < Millington, Corrina Be - ., . . , ...,,,,,. ., .....,.,--,....,•....::............r,_..;r,_..:r•_.,;r,...,,-;,....::,..:;,.,.....;;•,....;r,...::,• :::':= :,.:- ... _ - - ' - D DIVER SURFACE RUNOFF AWAY .: .. .: .. : .. : .. , . ., ,: , .,., .,., ED TO SHED RAINFALL AN T A ALL DISPOSAL LD L B GAD 290.-I-79 A FIELDS SHALL E R ,”, 'Y - _ „ r�� E FILL AS NECESSARY r r.-; v, . a..,y FROM THE DISPOSAL FIELD. TO ELEVATE SEPTIC TANK 1 _�-- AND EFFLUENT SEWER 1 — '" '� "` "�_- '' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. PROP.EFFLUENT SEWER I SETBACK ` TO MAKE GRAV%TYi 3D' '-I - DISTRIBUTION POSSIBLE. 1 THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION ..foo'NErGHBORaNG o� 1 ABSORPTION !^) OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER BEDROOM. THE SYSTEM IS �" NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS WZI�ET ACK 1 �rV 1 OR WATER TREATMENT.EQUIPMENT. THE INSTALLATION OF NON-CONSERVWG WATER FIXTURES OR �at><t 1Gy� Ennis, Robert 6" MIN STONE NTS in p� qdp�� 230,_j .-1-77 - BELOW PIPE SYSTEME WATER USE FIXTURES IS CONTRARY TO 171E APPROVAL OF THIS WASTEWATER TREATMENT PROP.15'X 30' I S&BACK - ABSORPTION BED , APPROXIMATE 2" STONE 4" MINIMUM TOPSOIL ON ENTIRE - 1 __ � ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE 1 °` EXISTING GRADE - COVER OVER BACKFILL AREA; 12" TOTAL WASTEWATER SYSTEM. SEED AND ESTABLISH TURF PROP.DIST.BOX 1L Do WELL I ---%1 PIPE STONE DEPTH w ACK G / 1� 15' BED WIDTH --1 CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND �.& o _SLOPE SLOPE- -> ABSORPTION FIELD. 4. in M 5.0' �Q ®� I /. '' //r/ !; i; ii:! // !!,/ / i;, i r/. ii /i;i-i; / ;.'i ire 1. rl m G 0 r+w ... ::::;_1..:;::. :.,r -.-r .;,. ., ,, ; ; . ! :;,i :.._.., CONTRACTOR TO CONTACT ENGINEER TD PERFORM AN INSPECTION PRIOR TO THE BACKFILL OF ,H APPROX.LOCATION OF �� - _ 11 ........... :: %` c EXISTrNG NEIGHBORING __ : -:_ r = 0 b , : � :. . .�, ;,_� :'�r `, : ,,• �%` `, - - WASTEWATER SYSTEM. ® 1� __, _,:.. T:, '.::: z FENCE i. _.. sG i ®, - - .,,......_,: : ......: :...._;, _.._.:....... ,........ :.._..... 1.......-:,;.... .. . '2 .MIN..._USABLE.:SQIL. s �4�0 _ ® A SPECIFICATIONS 2 SYSTEM MATERIAL S CIF( AT P... - _-- r - t — ® � ; . � ABSORPTION BED AGGREGATE :.,.. ,.... ( / 582°24'10"E_ 4 STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE, - Lawrence, John a BACKFILL MATERIAL AS NEEDED 15'x30' CRUSHED STONE BACKFILL MATERIAL - 290.-1=76 / TO ESTABLISH GRADES ABSORPTION BED I I BACKFILL .TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 3". w MAP REF. 2 EFFLUENT SEWER PIPE I ABSORPTION SE SECTION - / 1 PIPING TO BE 4 SDR-35 OR SCH-40 PVC, INSTALL WITH 1/8 PER FOOT MINIMUM SLOPE. N TS FILTER FABRIC ' FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. . I HOUSE SEWER PIPE EXIST. - PIPING TO BE 4" SDR--35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. a I ) iV NEIGHBORING � 4" MINIMUM TOPSOIL ON PERFORATED ABSORPTION BED PIPING - i WELL APPROXIMATE PIPING TO BE 4" SDR-35. PERFORATIONS TO BE INSTALLED WITH HOLES-FACING DOWNWARD. ENTIRE BACKFILL AREA; EXISTING GRADE - a I SEED AND ESTABLISH TURF 3O' BED TOPSOIL " 1)f PLACE 4 MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULC ,lI+AND ESTABLISH TURF. ' , is '0 ; F--SLOPE LENGTH SLOPE—� i . , , , ' i 1E �O ;� q i ii 1. ii ii ,i :i i. /77-77 i /"/'/,/. ii it r, !. i /; ir�il, i /, i .. l WASTEWATER T M rpQ� 1. e. .:.,. WASTEWATER SYSTEM SETBACK SCH ®ULE'" a� f, „ , I q, V rI :Llir' ,,,; .'�i %"f ,%,\ ;�_—moi ,... Y, ' �t.. Gr' .9 Y ,f iY' r' i; - - .. — (1 i, ^1 . , 7, 1 30 SCALE - ti „ . ...._..... ...... .... ® , .. .. ... .,. .,, , ,............ .....,....,.:.,, A ...: .,,,.,. ...,.;,.,.. I .. .. . . . _.... __.... _. .......... PROPERTY LINE WELL HOUSE _.:..............._... - - - ; _....: - 1 . _............. -.. a° -.: : . -.. . ._.._._ . - ::: . , -- . - . .. . _. . - .., ._ .. ._... . ._._. .._.. _. _. t0 1:, . . .. . . . ... . ..... .......... ..... h� . ... �.� I4 �i : „ - . . I . p.� '�C' SEPTIC. ANK 0 SO 1 rl 1' _.......... .................. 1. .... .... .,.,.. ......_.. T 1 0 . ._..._ i. ABSORPTION FIELD 10' 100' N 4" SDR-35 PVC PERFORATED LATERAL FILTER FABRIC, TENCATE I (5 PROPOSED) (85 PROPOSED) INSTALLED NEAR LEVEL, IN BED ABSORPTION SEO PROFILE MIRAFI 14ON OR EQUIVALENT M O . SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK CONFIGURATION NTS I HE ® +� 'M SEp f IC PLOT PLAN, O EXTENSION TO GRADE WITH � PL122 FILTER SUCH THAT IT IS g Ij ® N TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH I HAS I SEEN OR OBSERVED ALL OBJECTS Q � (A COVER (NON-TRAFFIC AREAS) TANK ACCESS COVER FENCES, ETC'. �,�® * w Q SUCI S HOUSES,VVEt •S,TREES, i SHOD°`!ON THIS DCVO* M .NT,I MAV PERSO�IAL� *. � / APPROVAL RESOLUTION Iy,EA � >?, raN, s� r^P� NTHISDI�c,2AM I " i 12" MIN. COVER T GNAT''" ITE 678�°� In l .. - n� 1 / � �. . I . OA 1 1°I LA � r- �{ ,� g Ordinance or other adjoining properties nor otherwise conflict with thee purpose and 1 ® E - ri 114" PER FOOT 4. a ' :.°, 12" MIN. COVER RESOLUTION APPROVING STEVEN HOAG'S APPLICATION FOR objectives of any Town plan or policy,and f .- I MIN. SLOPE .n' . ° . a a . ` ..\ I / 4'a 1/8 PER FOOT DISTRIBUTION 80X sANITARYSEwAGEDISPosALVARIANCEs - O ® d 'V) MIN. SLOPE M^ cv - - a �3" � _ a 2, the Local Board of Health finds that the granting of the variances is necessary for the I TAX MAP #'-�29®a— ®7V � � _ � - 4" HOUSE SEWER - r I 4 1 RESOLUTION NO.:BOH 20,2016 reasonable use of the land and is the minimum variances which would alleviate the i - . ecific unnecessary hardship found by the Local Board of Health to affect the ALTERATION OF T B PROFESSIONAL a LIQUID LEVEL 4' EFFLUENT SEWER I WIIOMOVEDITSADo AnthonyoNmeHvicr applicant ana O ENGINEER ISOA VIOLATION 0 S E60 ATIOO LAw.F ._. ... -.. . .,, - INTRODUCED I .. _ _ .. _ WATERTIGHT SLEEVE I . BAFFLEX I - P �� SECONDED BYt Mr.Doug Irish �y ` a/`� Q f� [' /¢ & SEAL (TYP.) „ 18" L2"MIN. BE IT FURTHER, I i�UILDING & /' ��Y� E�/+ a � 16 WHEREAS,Steven Hoag fled an application for variances from provisions of the Town of 1 !! , �A/ - _ MIN. USE SPEED LEVELERS TO RESOLVED,that the Local Board of Health hereby approves the application of Steven 1 / �[ - Queensbury On-Site Sewage Disposal Ordinance,Chapter 13G to place an absorption bed,to _. J,/ �/+.' y� If�`"°- . ASSURE ALL OUTLETS ARE AT Hoag for var ances f om he Sewage Disposal Ord nance to place an absorption bed to replace a I Reviewed � -^�J EXACTLY THE SAME ELEVATION replace a fail ng sept c system: failin se hes m: I 'j - � 2„ MIN. DROP _ g p ' Date: _. �_ ,�11. '� ° a 4" PVC SDR-35 SOLID HEADER BETWEEN INVERTS 1. gs tiom the ex s Ing weu insteaa of the regn n a 100'se back ana 1, 85'from the existing well instead of the required 100'setback;and I - - 2. 5'fronodinrearpropertylineinsteadoftherequiredl0'setback; I 1 ADDED SEPTIC VARIANCE APPROVAL RESOLUITION ISSUED FOR PERMIT 612 112 0 1 6 . TO ABSORPTION FIELD, 118" 2. 5'from the rear property line instead of the required 10'setback; PER FOOT MIN SLOPE 0 ISSUED FOR SEPTIC VARIANCE 512712016 n LIQUID DEPTH ' on property at 124 Sunnyside East,Queensbury,and _ 3O" MIN. e l/ C on property located at 124 Sunnyside East,Queensbury and bearing Tax Map No.:290:1-78. 60" MAX SEPTIC TANK NOTES WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's m ` '�1 o. Revisions . Q t e Duly adopted this 20 day of June,2016,by the following vote: `6 official newspaper and the Local Board of Health duly conducted a public hearing conceming the ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE variance requests on Monday,June 20' 2016,and AYES :Mr.Clements,Mr.Irish,Mr.VanNess,Mr.Stough,Mr.Metiv er MA `REFERENCE: WASTEWATER `/ TEM J DEPARTMENT OF HEALTH AND SHALL BE OF PRECA,;T CONCRETE AS NOES :None ?. BASE MAP INFORMATION FROM WARREN iY i!v . MANUFACTURED B Y UTOPIA ENTERPRISES SES OR EQUIVALENT.VALENT, WHEREAS,the Town Clerk's Office has advised that it duly notified all property owners ABSENT:None prepared for: = ; MINIMUM 2X WIDTH _ ° COUNTY GIS AND AERIAL PHOTOGRAPHY, within 500 feet of the subject property, p MAXIMUM 4X WIDTH ALL LOCATIONS ARE APPROXIMATE. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SANS OR GRAVEL BASE. CONTRACTOR TO , FIELD VERIFY ALL Stephen Hoag WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE NOW,THEREFORE,BE IT In ® PLACED AS NECESSARY TO ACHIEVE A .STABLE BASE. SETBACKS PRIOR TO BEGINNING 124 Sunnyside Road East RESOLVED,that INSTALLATION. Town ®f QueensbuCy Warren County NY I : . . a, a .. . a a 2. ADDITIONAL INFORMATION FROM "MAP OF r ° a ' . , . a_. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY A SURVEY MADE FOR DR. JOHN P. & E3 Cali Before You Dig d . '� .. ° ° a ° 1. due to the nature of the variances,the Local Board of Health determines that the 0 Wait The Required Time NEW 1,000 GAL. PRECAST CONCRETE SEPTIC TANK CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. variances would not be materially detrimental to the purposes and objectives of this 2 ++ Drawn: JRS ( Checked: GTH I Scale: NOTED I Date: 12/2/2015 ®Confirm Utility Response CHERYL A. LAWRENCE, SITUATED IN THE ®Respect The Marks ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID TOWN OF QUEENSBURY, WARREN 169 Haviland Road ®Dig With Care n N DETAI! LEVEL MUST BE TESTED BEFORE BACKFILLING. - /`I i® COUNTY, NY. PREPARED BY VAN DUSEN (518) 745 Queensbury,0307 Pho NY �e www.di safes n® or�.com & STEVES LAND SURVEYORS. DATED ll�Ch11� Engineering - 2 992®O 8 v �-_ . �� . �� - OCT08ER..12u.,?993 - - .._..,.......-._,�.-.>r...._,��-� _ . W � _� -. ......_d.,,.._... . 518 745 0308 Fax NTS .,,......,, ... ,..... . .......... .. .. . ..... 1-------111-1 -1.1-1-.1.11-1111—.�-�.....�..�...,�._:,,�-,. ..,.. .�..,. ._W..�...W�._W-.� W� . ..., .. .,. ....... ,. ... .... .. �.. ..,�... : :... _.....�...,.�....w___,_._. - ., :._ �,.,,. i g�� r `ta;.r. <a_ 'yob <<<.;<� : UVATR SYSTEM ®E ICN ;.s 4,. .: P. , ^Y — _ ® _ a �— VARIANCE SUMMARY VI/ASTE 'k - : > : . -- e �: �.. ' " -ABSO PTION FIELD SETBACK TO WELL -BEDROOM RESIDENCE DESIGN TO 3-BEDROOMS Nw,,�;:� '. .f_' .: `„ 2 ( ) f' 1 _ _ - I;:= -1, - ._ :, . ' 100 RE UIRED — :; %, ' % ® Q 110 GPD BEDROOM 1 '' :> '' g t ' DESIGN FL 0 N / .;,;,,.. :`• .�:�,,..,•. ,. 85 PROPOSED - 11 % , SYSTEM DESIGN FLOW 330 GPD1. .,g F'. w,z". .. s : *: -y 15 OF RELIEF RE UESTED - "�.,` r '; Q - CRETE �•: Nq�,y NEW 1 000 GALLON PRECAST CON ,.>: SEPTIC TANK , �-- : 1.1`' �- - � ;ABSORPTION FIELD SETBACK TO PROPERTY LINE �.r� �';� _ - d _ ..• A PLICATION RATE TO EXISTING SOIL: .95 GPD SF BASED ON ,,.z ,_ --10'RE UIRED P r" `„ a 1�111 ;�„ .a ,> ;;; w R Q �:.':, Z�N i 5.0'PROPOSED 1-5 MINfIN PERCOLATION RATE °:, .�' t $, ;; r , ,,IAST 4 5,0 OF RELIEF REQUESTED ` SORPTION BED AREA REQ D 330 GPD .95 GPD SF "=' °`_ a, 1' _ I I' ll �:::'.. s r• m. I,, = 348 SF _ . . A,.•:, ,< I'll I - ABSORPTION BED AREA PROVIDED = 15'x30' = 450 SF ";1 .°' y; ,', ''` 4 I :z: w° 1 t -°' '` , 1 POTABLE WATER SUPPLY IS ON SITE WELL Y.�� . Z. P: _ 1 MAINTAIN 50' MINIMUM SEPARATION BETWEEN WELL AND - . � 1 '; ii- , " _ z , 1 " ,,f. ,:,, yF. 11 SEPTIC TANK ; n r ": : ;kp t'.;;' EXIST.FAILING SEPTIC SYSTE = ..,;, ,: ��. _7 / RE UIRED 100' MINIMUM SEPARATION BETWEEN WELL AND ;,::. ;:. ---yTo BE DEcoMlNrssrONED Q ' °- ,'6 :. 1 ,�11 , : �t r::: __�',,.` P ION BED T 1 ABSOR T :;;..x, a ® Exrsr.EFFIUENTSEWER ;" ice',` . x �: ". v,^,` �, ® ® �> _ 1 EXIST.SEPTIC TANK TO BE ,I 1 WASTEWATER VARIANCE REQUIRED ?', ,... f'� J�"� �/� 1 PUA9PED&DECOMMISSIONED / _ ,-_ 1 LOCATION IlJl Y MAP = SITE LOCATION I� 2o'DWE G - 1 I SITE SOILS DATA --� " " -�---�" 1 �E9�ACK / �"\ II - EXIST.rfOusE sewERl 1 ` EXISTING INSTALLATION N T�E EXISTING BUILDING SEWER TEST PIT SYSTEM I V1 • 1 / 10'DWEANG I ��-- TO BE RE-ROUTED IN . NEIGHBORING EXISTING 1 I PROP'HOUSE SEWER sErBACK I I TP-1 - 4/6/16 BY TOM HUTCHINS, P,E. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE / � i BASEMENT TO EXIT wEsr RESIDENCE11 NEIGHBORING i FOUNDATION WALL 0--9" - MEDIUM BROWN TOPSOIL N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 RESIDENCE ( a�� ____ - 9-30" - LIGHT YELLOWISH BROWN VERY FINE � INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK - � � I SAND WITH TRACE SILT LEACH FIELDS. - EXIST. 1 I I EXIsN �Im NEIGHBORING -��`"�'® ZA 30-48" - LIGHT BROWN FINE SAND - WELL± 1 , I 2-BEDRO M n 1 PRIOR TO EXCAVATION, CONTRACTOR IS TO CONTACT DIG SAFELY NEW YORK TO LOCATE 53 RE5IDEN E e O 1 48-60 BROWN MEDIUM SAND, MOIST ANY EXISTING UTILITIES. PROP.1,000 GALLON / PRECAST CONCRETE ! il EXIST. 1 , \ SEPTIC TANK - y v710 + ROOTS ENTIRE DEPTH AFTER EXCAVATION OF 15 x30 ABSORPTION BED -TO 1HE DEPTH REQUIRED, THE WALLS ,�,, ---� EXIST. - NEIGHBORING al `" 11" WEt1± NO MOTTLING AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF 4 SOIL. c WELL NO GROUNDWATER EVIDENCE - I F FABRIC SHALL BE AS . NEIGHBORINl�s � > POOL EXISTING ? PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER F R - � p v \ 1 LIMIT OF 15'x30' - 4" PERFORATED PVC LATERALS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS -�w�1L sEP�acK1 \ 85' 'DRIVE I o GARAGE 1 STONE BED INSTALLED NEAR LEVEL IN AND WASTE MATERIAL IN THE STONE AND PIPE. I . 1E BED CONFIGURATION Millington, Corrina Beckwith DISTRIBUTION! BOX THE PIPE SHOULD BE LAID AT THE GRADES INDICATED; MAINTAINING STRAIGHT - 290•-1-7.g .. -. ,. - _.. CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS OR OTHER --- ... �. USE FILL AS NECESSARY ',i' .. . r :',:r '.:::! ':.x' `( >: r >..:r :.:..I :_ ..r',- « ;' is UNSUITABLE CONDITIONS, PIPE SHALL BE LAID WI TH HOLES DOWN IN ALL CASES. 1 \ TO EtEVarE sEPrlc rANx 1 t r r Y Y R r r Y1. 4" PVC EFFLUENT . - k, t ,.._ . . �5o WEt1 - EWER i'a '. , ::-v ,--- �:..:i <:•u •. a :..t .-N --.f y,� „_,( ,_. .:......%i x. . �'•...r,',;,`.r'`, �`..,.Jr'�.•l 'r S - aNDEFFIUENTSEWER <..:._t , r, ,_.,,,..r,,...':,t Y..,...�_.. < ...._.,:.:?..z.., i= t,.,Cl'_.. .,,C.......:......* , .,,..:,..,.....__ PROP.EFFLUENT SEWER - :::�� SETBACK ro Ma KE GRA!/ITY _ = '- ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE 6 } RUNOFF AWAY FROM THE DISPOSAL FIELD J r DI IB Tr N POSSIBLE. - srR u O I .... -t. - - - .'_ y , , r 1 , E,.,fT',�_ :.;;,, ', f:,.,--1—Y•.,,:.r..:•.y;::;f , f :.f'::;.:,.,,;'.., f , - E ABSORPTION AREA AFTER PIPING HAS BEEN-� foo NEIGHBORING v IE HEAVY EQ IPMENT WITHIN TH 1 , Y ` DO NOT US U `,..... ET�aCK '`5>';: . ;:.;':•. ;`' INSTALLED. WElL S 1 "� iy , , tY E nnas Robert 3 Y f Y 7 f Y Y r :, - \\ tc . P ,..r t" e �. r :..a ...r _ P r .Yi .Z� .1 „R�:,".. f ,... ..® s\niP - 290.-1-77 ,;:. ,;., ; �;'Y i:.i Y.i . ,: r `,. STEWATER TREAT �.Q q N ,,. ..:,.. '..:....r_..,,:! .„r ,,. .o-f_,,.,{...:.:!-.t,.C_,;..�, .. ;...t :..t ?__,:•.Y :,. ., ;i1...'-,` a:....:.......r: :.r,.`,,.r`,;>� - THE WA MENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE PROP°15'X 3o I Tom-!o'' _ §ET$ACK ! ' =- "'. ; . ., , : �: ABSORPTION BED —_ ��” .'; ,_� 15 ;'_ r - - INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER ,-, 11 ,, �a,7 f M IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE _ r r `r:. ; } — - BEDROOM THE SYSTEM i,r"',? "It id' �_ .P „'. r',' -Y.d`.", f `.l z :`d r. ., :, i,", t-M,r ''-;�. P�., r' y �t r,`.•- +-f <.• ® �, ,_ � FIXTURES, SUCH AS JACUZZI TYPE SPA TUBS OR WATER TREATMENT EQUIPMENT THE .DIST.BOX �''®. '• ,� t. - - - r PROP S - , ``f ,. '.., r's...,'.f T .. :,.r..' ,.r' .< :I,.d',_:`.Y., r..,-:... :::,.r u,..r ,.r:`-':::-,..,, y.... -,`t:.,t tY." 0 NON—CONSERVING S FIXTURES �. _oo rirELt /1 :, ., INSTALLATION F N ONSERVING WATER FIXTURES OR EXTREME WATER USE FlXT R sEreACK / 1® ; .'Y5 '?' 'Y' `:`t' r `f` "s` iS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. SN �� ati : .•.r� �; _ _ _ .,P t -f_ 7_ C ! r, fI._ P .t"� r-- - d- _ 'Z Y ._ / 5i _ O Y, „t!- 1` Y : {- , _f _`F l' - Y Y\ ( , r '+ t T g - Y F d t ! r 7 P - C, 7 r r_- f - z`` ,� •.( (, �,MIq It ��I yP o w } ROOF, FOOTING, GARAGE, C = ; • ,. , , OTI ARA AER DRAINAGE MUST BE EXCLUDED - ...,. AND SURFACE WATER 0 CELLAR :r-T - o M APPROX.LOCATION OF- (� Q� r 9 1. r..f r,.,- ill --- ar --<-- l T E WAS EWATER S S M - - _ y FROM H T Y TE , NEIGHBORING (STING , 0 ti 1 ., ...r ti ,P ,,.� -�.2.5 r..P "...> ,..�.::,..r .d .> t .z .t.. ,y:...,. .f�� -r°'- .! .z .t- ..1�1''�._I .f`"._.t` s z FENCE _•_., .,. >.,.._;, '.,.,, u ® �o„E ,� 1 6 -:_x :,,.t ::.:� .,..( :_, ;r "::, "° "; >: CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN .ORDER TO DIVERT SURFACE Y 1 S86 i' s / o , Y d P- ®.®ra t P �d� .��.o f` C` f` Z� _ _ - .r4®® - . , ., - _ _ O, ! RUNOFF AROUND ABSORPTION FIELD. - E .. - 11 _ o =... 4 _ S2 2 -s .__. - fl, CONTRACTOR TO CONTACT ENGINEER TO PERFORM AN "INSPECTION PRIOR TO THE - Lawrence, John ABSORPTION �E P 1!1 BACKFILL OF WASTEWATER SYSTEM. _ _ 290.-1-76 / NTS I�E'�'. 2 / _� 6" MIN STONE . — SYSTEM MATERIAL SPECIFICATIONS BELOW PIPE -- � I I-� . - 11 � / ! - APPROXIMATE 2" STONE 4" MINIMUM TOPSOIL ON ENTIRE ABSORPTION BED AGGREGATE - F_XISTING GRADE — COVER OVER BACKFILL AREA; 12" TOTAL STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. . SEED AND ESTABLISH TURF BACKFILL MATERIAL - 1 PIPE STONE DEPTH _� I ' Exrsr. BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH-NO PARTICLES GREATER THAN 3". - �,� �, . NEIGHBORING {-� 15' BED WIDTH _g- - WELL _ ��" f: ' , , TO BE 4 SDR 35 OR SCH 40 PVC INSTALL WITH R FOOT MINI - ;.._._,_;.. ... SLOPE SLOPE > °o . i/ PIPING STA 1 8" PER MUM �,�} : O j, - SLOPE • \® ' E / W SEPARATION® 1� I,, : C 2' MI 4.8 0 SY NON OVEN S P RIC, TENCATE MIRAFI FILTER ABR( WASTEWATER SYSTEM PLAN N. USABLE SO FILTER FABRIC TO B Z ON FAB - � C_ � i . ;:. . 14ON OR EQUIVALENT, SCALE: 1"=30' o HOUSE SEWER PIPE - 't +�, I BACKFILL MATERIAL AS NEEDED -J 15'x30' CRUSHED STONE . PIPING TO BE 4" SDR-35 OR .SCHEDULE 40 PVC. INSTALL % WITH 1/4" PER FOOT - r4,. � F TO ESTABLISH GRADES ABSORPTION BED MINIMUM SLOPE. . P i PERFORATED ABSORPTION SED PIPING PIPING TO BE 4" SDR-35. PERFORATIONS TO BE INSTALLED WITH HOLES FACING DOWNWARD. SUGGESTED: POLYETHYLENE SUGGESTED: INSTALL POLYLOK r ABSORPTION SECTION TOPSOIL EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT ISI .i NTS PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH COVER (NON-TRAFFIC AREAS) � - TANK ACCESS COVER ESTABLISH TURF. �. �� 1. LY® - - t 12 MIN. COVER • 1 ' " . ., Z 4 MINIMUM TOPSOIL ON APPROXIMATE i '"r � ON i - EXISTING GRADE - ° i/4" PER FOOT a. ° ° ° . . ENTIRE BACKFILL AREA; EX FOR , _ SEED AND ESTABLISH TURF nl '�� MIN. SLOPE -I / . . °: �. ° , , ` / , _1/8" PER FOOT1-1 DISTRIBUTION UTIONN. VBOX N 3„ 1 MIN. SLOPE ,30' BED TAX MAP 290.al�78 4„ HOUSE SEWER _ - -- F =` - e i LENGTH ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ° — LIQUID LEVEL � 4" EFFLUENT SEWER I i I I f--SLOPE SLOPE----). I I ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. - ° - "- 3 - /--/ ' - .<, /, / '// // , " . i , :i / i ,'/ - >/ // /: , ,., / < , / ''/ i / / i / // '/, /. - - WATERTIGHT SLEEVE �II - ' " .._ .. _. - ;� BAFFLE a . /. I / r ,/ , „ 18 2 MIN. -'` _ , 16 - % ; USE SPEED LEVELERS TO1=1 - i-i - - - - t -4 ��-, fl ii I, lt, - It II ASSURE ALL OUTLETS ARE AT i 1- - I I -f , - , I T = --i ( - EXACTLY_THE .SAME ELEVATION I -.1 I ., 14.:: : 'I I I I 1. _ 1 �� t - - 2„ MIN. DROP , I - a - Fa 4" PVC SDR-35 SOLID HEADER BETWEEN INVERTS I I - _ - - TO ABSORPTION FIELD, 1/8" 4" SDR-35 PVC PERFORATED LATERAL — �y FILTER FABRIC, TENCATE - °. LIQUID DEPTH -PER FOOT MIN SLOPE INSTALLED NEAR LEVEL, IN BED ABSORPTION E PML MIRAFI 140N OR QUI VALENT I 0 ISSUED FOR SEPTIC. VARIANCE 5/27/2016 30" MIN. - CONFIGURATION NTS 60" MAX. : HavyRoad Queensbury, NY 11804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 TRANSMITTAL Date: 8/8/16 To: Town of Queensbury Building Department Attn: From: Tom Hutchins Re: 124 Sunnyside Road East Replacement Wastewater System Record Drawing Enclosed: (1) Copy of Record Drawing for 124 Sunnyside Road East Septic Replacement Cc: Lisa Orsini 124 Sunnyside Road East Queensbury, NY 12804 At S B U I LT AUG 11 2016 L _ ? ' n j I . - a - .,,.,�„�..,,.,� �, .. � � � .�,� � �.,.��.�,:� �l ..:.,...� ,,,� � �. � '� -- - ,7-iy111 "v�,..z,,s b4''',3'�"s.�, r�{�. a N.. d: .o 'd.i.� $^� S - - - - - ::p e;•'T'}gyp+.1.°a' >,:.,xa; •a . VARIANCE SUMMARY WASTEWATER SYSTEM DESIGN a, .; =.�,;: : ABSORPTION FIELD SETBACK TO WELL 2-BEDROOM RESIDENCE DESIGN TO 3-BEDROOMS ` °'` T.,” r,, s,: = s 1 - : : F. 100'REQUIRED - 0 " ® DESIGN FLOW 110 GPD BEDRO M 4>ryr' =< / :F . 1 i , ,, 85 PROPOSED _ �, n ;,n•, �, SYSTEM DESIGN FLOW 330 GPD ',�;� �� ;,�� ° as r `: ® 15 O RELIEF REQUESTED F �y-. - _L � - - =:' ,, .t 0 ST CO CRETE x,ax ® SEPTIC TANK NEW 1,000 GALL N PRECA N A" ; -ABSORPTION FIELD SETBACK TO PROPERTY LINE : .' ,_ I 1; ' ® -- APPLICATION RATE TO EXISTING SOIL: :95 GPD SF, BASED ON ,xr ;-'" '' .>.- ® 10'REQUIRED / :;=~ I d I M:. ` �, ..'", �• -fa ® 5.0 PROPOSED 1-5 MIN/IN PERCOLATION RATE „ 11 � 5.0'OF RELIEF REQUESTED „>a 7Y s t.gzs�:` °I,` m ." :-�, _ ;•.... s.` ," S ABSORPTION BED AREA REQ D 330 GPD 95 GPD SF `_ ' :`;: .. Ke B"° . A ( )/( / ) �® -14 V = 34B SF 3, ,- �'^ '"_," t^ t : � l .s- ra. L11 ,�„'^19' �. SITE SOILS DATA i,” -,.a� :, F. ,'.• Sx,- �, , �T�T 1 I :; e .: l� 1 T T • lJ TEST PIT 4 S A PTION BED AREA PROVIDED 15 x30 450 SF -,-: v . BSOR . _, a fib, ® TP 1 e ro UTCHINS E. 4616 Y MH P / ' A, 0-9" - MEDIUM BROWN TOPSOIL ,b- <;_: �-"" 1 POTABLE WATER SUPPLY IS ON-SITE WELL FINE SAND : c:< , ; � �- ; 1 9 30" LIGHT YELLOWISH BROWN VERY N11 i, . MAINTAIN 50' MINIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK 1 I' •8; '• '1,1N ® 1 WITH TRACE SILT y: '. "11 �. - - REQUIRED 100' MINIMUM SEPARATION BETWEEN WELL AND ABSORPTION ,,, v ,,,. ' Z 30 48" LIGHT BROWN FINE SAND ,. " •fin ?� �;::=;,s: _ M _ `'-� BED ° µyo A , ,a s:,a. F t EXIST.FAILING SEPTIC SYSTEM .;,. ` : :f _ a.• -> :-ice; ` : , . 48-60 BROWN MEDIUM SAND MOIST >'m--, <„• TO BE DECOMMISSIONED 1 I >„�_ ;-. F w >£ >...,. n: � ' 1 wasrEwATER VARIANCE REQUIRED n :., : . ; :: , .: x, :': , x 11 11 EXIS7 EFFL E T S WER \, \•» i EFFLUENT E 1 EXIST SEPTIC TANx TO BE 1 ( ROOTS ENTIRE DEPTH f! 11:.'f _• °.'_; �`';`, 1�11° 1 I PUMPED&DECOMMIssroNED ✓ -- — 1 No MOTTLING SITE LOCATION �y n / - - NO GROUNDWATER EVIDENCE LIMIT OF 15'x30' 4” PERFORATED PVC LATERALS � � v� MAP: - I 20'DWE�LtLING ° ' 1 STONE BED INSTALLED NEAR LEVEL IN - isET�Acx EXIST.HOUSE SEWER 1 BED CONFIGURATION / EXISTING BUILDING SEWER EXISTING SYSTEM INSTALLATION NOTES - 1®'DWEL NG 1 DISTRIBUTION BOX EXISTING 1 NEW HOUSE SEWER f <RE-ROUTED IN BASEMENT NEIGHBORING I - CONSTRUCTION SHALL BE AS SHOWN ON -THIS DRAWING AND 1N 'ACCORDANCE WITH THE N.Y.S. SETBACK / I I TO EXIT WEST FOUNDATION _— �I. - RESIDENCE � <:� : .. - DEPARTMENT OF HEALTH INDMDUAL .HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF NEIGHBORING WALL �- I _ 1 %=:.' r 4” PVC EFFLUENT THERMOPL TIC PIPE AND CORRUGATED :TUBING IN SEPTIC TANK LEACH FIELDS. , RESIDENCE -2.5. As W y 1 r r r SEWER . �'`�. _ - EXIST. 1 I ( EXISTING .?c'. 11 To LOCA _ PRIOR TO EXCAVATION CONTRACTOR IS TO CONTACT DIG SAFELY NEW YORK lE ANY NEIGHBORrNG 1 2-BEDROOM zlz -t�f - F EXISTING UTILITIES. - WELLt 5$ cppqq� r r .• \, RESIDENCE c W 1 a_, ? `? „ SRP ON BED TO THE .DEPTH RE UIRED THE WALLS AND FLOOR - NEW 1,000 GALLON J / z r- o ;.;- ;T`;i r' AFTER EXCAVATION OF 15x30' AB 0 TI Q PRECAST CONCRETE " 1 _5• ,.. _ _ S 0 SOIL. I \ I m EXIST. 1 = � r i SHALL BE CLEANED AND.RAKED IN ORDER TO LOOSEN SMEARED AREA OF ,SOIL. TANK W POLY 6 t .,A 70 t► 10 - 8 �, 1 NEIGH ORING ,t`',.. -' ":, RrsER EFFLUENT FILTER a Exrsr. z I o f int wELLf , _ r r f PLACEMENT OF CRUSHED STONE, PERFORATED-PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND `� w - WELL 15 - O-+ CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL `IN I - ;• E S D IPE. - �/ c . °`,' - THE TONE AN P , :. T , E B RI a N IGH D ; ,, NG�' 1 ► - � ® � P OL EXISTING - O �, 1 'r'- ',"` " ` ;'\-` ''" '' `'' "` ="'-r -; ` THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WELL 5E7 BACK ,, m 5 =._ ._ ,,^ \,`,? :). `- 13 '_- DRIVE ', :: ; ;. ,;. ' PIPE SHALL BE In m 1 ;,_. -;_,.- ...r ( WITHOUT SAGS HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. 1 $5 t GARAGE r ,• I 2.5 --•— ` I .1 y. LAID WITH HOLES DOWN IN ALL CASES. . , Millington, Corrina Beckwith ' - ,� 11 -11 - -t / eta; - I ; r Y DS SHALL GRAD SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY 290. > 79 , _. %, - ; ALL DISPOSAL FIEL HA BE ED TO - I �, . •,.., ..,-- ,..... 1 r ..r r .,_.r ,.., f FROM THE DISPOSAL FIELD. 2.5 : ..... __ _„ . f 1 - i.z ,:,'.. — , - I _ _ �' ,®:®. . gym..- - NEWEFFLUENTSEWER 1 SET ACK / �" DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. = � 30 i I - THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION -�00'NEIGHSORiNG ____' I ` a�,,� 1 � � PLAN:LJ OF WATER CONSERVING FIXTURES AND A DESIGN FLOW- OF 110 GPD PER BEDROOM. THE SYSTEM IS w�ET�'cx 1 \ 4, ' NOT DESIGNED TO ACCOMMODATE EXTREME'WATER USE FIXTURES, SUCH AS JACUZZI—TYPE SPA TUBS F4"F1Gy Ennis, RobO'rt _ 6" MIN STONE NTS OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR �� 1=_ �FrB®Rj,1, 290,->-7l BELOW PIPE - EXTREME WATER USE FIXTURES.IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT NEW 15'X 30' I r-SETBACK SYSTEM. ABSORPTION BED 1 ' APPROXIMATE - 2" STONE 4" MINIMUM TOPSOIL ON ENTIRE 1 --`— o EXISTING GRADE — COVER OVER BACKFILL AREA; _ 12" TOTAL ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. - - ,,. 0 ' PIPE SEED AND ESTABLISH TURF STONE DEPTH - NEW DIST.Box, 1 ® 00'wELc /'1 ' - SPEED LEVELERS SETBACK / Ir ' i ' - CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND INSTALLED G o F—sLaPE ABSORPTION FIELD 15 BED WIDTH SLOPE-----),.I , v-ir 5.0' 1 ®0� v I /,/".o+ , i ii 1 / • ii , i i i i�P i ; 1, i 0 w _ I . o-° APPROX.LOCATION OF �$G�1 a o " -- - CONTRACTOR TO CONTACT ENGINEER TO PERFORM AN INSPECTION PRIOR TO THE BACKFILL OF " .._. it o EXISTING NEIGHBORING y®p / 1� WASTEWATER SYSTEM. _ . ., z FENCE - - __ fl i C.. l 11 E ... S S6 16_ , ' ' , i . / 1 ;.... . solL SYSTEM MATERIAL SPECIFICATIONS 4,®alit - - - 21 2' MIN, USABLE - - -� _ -..::'- __ - -- - - - - � ®- -r-� - -- -- _ - - - L ABSORPTION BED AGGREGATE ® ® g 82°24'10"E,- ® STONE IS TO BE - CRUSHED ONE - �. _ # , I . �" 3/4" TO 1 1/2" WASHED CR ST Lawrence, John i BACKFILL MATERIAL AS NEEDED 15'x30'.CRUSHED STONE BACKFILL MATERIAL - 290.->-76 /, t TO ESTABLISH GRADES ABSORPTION .BED = MAF' REF. 2 BACKFILL TO BE GRANULAR BACKFILL MI 11ATERIAL "WITH NO PARTICLES GREATER THAN 3'. I EFFLUENT SEWER PIPE . ABS®RPTION BED-SE ION PIPING TO BE 4" SDR-35.OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. - / , . I NTS FILTER FABRIC - ' I FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN .SEPARATION FABRIC, TENCATE MIRAFI 14ON OR EQUI VALENT. HOUSE SEWER PIPE EXIST. i-_ PIPING TO BE 4" SDR-35 OR SCHEDULE 40 P_VC. INSTALL-WITH 1/4" PER FOOT MINIMUM SLOPE. -® I NEIGHBORING , ON PERFORATED ABSORPTION BED PIPING - - ," WELL s 4 MINIMUM TOPSOIL . APPROXIMATE - f ENTIRE BACKFILL AREA; EXISTING GRADE PIPING TO BE 4" SDR-35. PERFORATIONS TO BE INSTALLED WITH HOLES FACING.DOWNWARD. � SEED AND ESTABLISH TURF TOPSOIL - ® _ 30BED PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. ®. SLOPE LENGTH SLOPE--4 I - +,-- WASTEi�1 T� ST' M f ,, „ , :, , , , , , , , , , (i 114, w WASTEWATER SYSTEM SETBACK SCHE®ULE SCALE. 1"=30' W > > r ,> ,� .. ., , 1 „": :< ® .r.: .- `v� ..'... i. ., .,..,:......,i :: - !: , : : - W -.:.__1:i (E PROPERTY LINE WELL HOUSE - 11=1 -- -- . . . __ - l`- is . -- --- - - - - - - l 1 l .... i,......, 1: .:: ..'' .,, , :.. ill _ - — -- _ tJ i; If G? �fl ..I,,.. .... :I... ;1' ,f �L., III II i l (; ,I I SEPTIC TANK 10' 50 10 w n.:. .`: { ;,;. ABSORPTION FIELD i0' 100' 20, - (5_PROPOSED) (85 PROPOSED) - F 4'' SDR-35 PVC PERFORATED LATERAL ABSORPTION BED PROFILE FILTER FABRIC, TENCATE ;- -I INSTALLED NEAR LEVEL, IN BED NTS MIRAFI 14ON OR EQUIVALENT e CONFIGURATION SUGGESTED: POLYETHYLENE i SUGGESTED: INSTALL PC LYLOK � L EXTENSION TO GRADE WITH PL122 FILTER SUCH THAT IT IS - TAMPER RESISTANT ACCESS READILY REMOVABLE THROUGH - . COVER (NON-TRAFFIC AREAS) I TANK ACCESS COVER i INSTALLED INSTALLED RECORD DRAW=ING NOTE: "RAWRECORDIDI �� f1 . -- APPROVAL RESOLUTION A REPRESENTATIVE OF OUR OFFICE VISITED THE 12" MIN. COVER SITE DURING coNslucrl®N AND IT Is MY INSTALLATION DATE: 7/21/16 - 7/22/16 - a / N LL OPINION THAT THE ;SYSTEM IS INSTALLED IN + GENERAL CONFORMAnICE WITH THE APPROVED INSTALLED_ BY STRAIGHT SEPTIC'SERVICE 1/4" PER FOOT V. �1.. - mance or other properties nor otherwise conflict with purpose and ® - I O d' th adjoining propert , vise conF1' the u ose (-LAN AND THIS RECORD DRAWING. FINAL _ - MIN. SLOPE , ° 12" MIN, COVER RESOLUTION APPROVING STEVENIIOAG'SAPPLICATIONFOR objectives of any Town plan or policy,and I , �. ',I . d \ d 1/8" PER FOOT DISTRIBUTION BOX SANITARY SEWAGE DISPOSAL VARIANCES SURFACE FINISHING AND TURF ESTABLISHMENT IS MIN. SLOPE ONGOING r— 3" t 41 2. the a o o ea m t e variances is necessary or e - - Loc t B ani f H'lth f ds that the granting of h nary f W TAX MAP 290.-l-78 - 4" HOUSE SEWER I - I I 11 RESOLLUION NO.:BOH 20,2016 reasonable use of the land and is the minimum variances which would alleviate the ; - ° "" LIQUID LEVEL 4" EFFLUENT SEWER I I specific unnecessary hardship found by the Latest Board of Health to affect the G. THOMAS HUTCHINS,: P.E. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL 1 I INTRODUCED �tr.AnmonyMeti�ier, , 1 ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. I �- WHO MOVED ITS ADOPTION - applicant;and 7122116 t - �- - j f! 1 { WATERTIGHT SLEEVE � t { '. & SEAL (TYP.) t { BAFFLE /I I SECONDED BY: Mr!Dunglrisn : d - { BE IT FURTHER, 16" 18„ i - L 2"MIN• WHEREAS,Steve f[oag tiled an application for variances from provisions of the'rown of I - _ MIN. ] USE SPEED LEVELERS TO- RESOLVED,that the Local Board of Health hereby approves the application of Steven I - ® � ASSURE ALL OUTLETS ARE AT Queensbury On-site sewage Di,..,l Ordinance,Chapter 136 to place an absorption bed,Ie I _ . ° replace a Failing septic system: Hoag for variances from the Sewage Disposal Ordinance to place an absorption bed,to replace a I ��-• EXACTLY THE SAME ELEVATION thilingsepacsystem: - 2' MIN. DROP _ 2 .RECORD DRAWING 712212016 4" PVC SDR-35 SOLID HEADER BETWEEN INVERTS 1. 85'from the existing well insteadoftherequiredlo0'setback;and _ I 1, 85'from the existing well instead of the required 100'setback;and ` A E 5 I A A E _ P T —- I .F 2 2 6 ' 2, 5'from the rear property line instead of the required 10'setback; _ _ . TO ABSORPTION FIELD, 1/B" 1 2. 5'from the rear prope ty line instead of the required 10'setback; LIQUID DEPTH PER FOOT MIN SLOPE 0 ISSUED FOR .SEPTIC VARIANCE 5/27/2016 on property located at 124 Sumtyside East,Queensbury,and 30" MIN. ,I on property located at 1'24 Sunnyside East,Queensbury and bearing Tax Map No.:290.-I-78. = n- 60" MAX. - ['Cry"TT/'` TANK A fl►I/ fl►®`�G[' WHEREAS,the Tywn Clerk's Office published the Notice of Public Hearing inthe Totnt's 1, I N o• - � . ' . - Revisions - - Dote ` a7CP- 1 l lr A V I\ I V 1 L.a7 Duly adopted this 20' day of June,2016,by the following vote: ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE official newspaper and thulLo a1 Board of Health duly conducted a public hearing concerning fire [/�� {^� "REFERENCE: ��y /per- /]—��// /}�/y o AYES :Mr.Clements,Mr.Irish,Mr.VanNess,Mc Strough,Mr.Metivier MAP -I EF RI®.I V C a WASTEWATER SYSTEM PLAN ` a variance requests on Monday,lune 20ih,2016,and _ DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE_ AS J NOES :None - ° MANUFACTURED B Y UTOPIA ENTERPRISES OR EQUI VALEN.r WHEREAS,the Town Clerk's office has advised this t it duly notified all property owners 1. BASE MAP INFORMATION FROM WARREN . COUNTY GIS AND AERIAL PHOTOGRAPHY, prepared for: MINIMUM 2X WIDTH { ADSENT:None - ° within 500 fee[of the subject property, MAXIMUM 4X WIDTH ° ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. ALL LOCATIONS ARE APPROXIMATE. Stephen Hoag PSafely, WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE NOW,THEREFORE,BE IT CONTRACTOR TO 'FIELD VERIFY ALL PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. SETBACKS PRIOR TO BEGINNING - ,124 Sunnyside Road East - Ov RESOLVED,that INSTALLATION. - d L e ° a a 2. ADDITIONAL INFORMATION FROM "MAP OF Town of Queensbury, Warren County, NY - I Call Before You Dig ae ° ,t a . - SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY A SURVEY MADE FOR DR. JOHN P. & - ° a ,„ 1. due to the nature of the variances,the Local Board of Health determines that the CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 0 Wait The Required Time NEW 1,000 GAL. PRECAST CONCRETE SEPTIC TANK variances would not be materially detrimental to the purposes and objectives of this 2 CHERYL A. LAWRENCE," SITUATED IN THE Drown: JRS Checked:,-GTH I Scale: NOTED Date: 12/2/2015 B confirm utility Response I TOWN OF QUEENSBURY, WARREN 169 -Havilan: Road Respect The Marks ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID COUNTY, NY. PREPARED BY VAN DUSEN El Dig With Care Eti�T�C TANK DETAl� LEVEL MUST BE TESTED BEFORE BACKFILLING. Queensbury, NY 12804 - 800® & SIEVES LAND SURVEYORS. DATED 1 1 29992-0 1 - www.digsafeiynewyork.com NTS g g (518) 745-0308 Fax • OCTOBER 12, 1993 �UtiC�'11t1S Engineering (518) 745-0307 Phone „ W . , �.....,..,. „ , .,