Loading...
1.2 1.2 WASTEWATER-SEWERIAPPROVE\Shuren Replacement-Components-Disposal Field Pump Station Fujicleanto Lines and Structures-3-21-2022 RESOLUTION APPROVING RICHARD AND LINDA SHUREN'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Richard and Linda Shuren (Applicants) have filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with its components proposed to be located as follows: 1. Disposal field to be 9' from the property line in lieu of the required 10' setback; 2. Disposal field to be 8'11"from the property line in lieu of the required 10' setback; 3. Disposal field to be 13'9"from the residence in lieu of the required 20' setback; 4. Pump station to be 6'4"from the garage in lieu of the required 10' setback; 5. Fuji Clean system to be 7'1"from the garage in lieu of the required 10' setback; 6. Pump station to be 7' from the residence in lieu of the required 10' setback; and 7. Fuji Clean system to be 7' from the residence in lieu of the required 10' setback; on property located at 3 Chestnut Road in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on March 21", 2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicants; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Richard and Linda Shuren for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with its components to be located as follows: 1. Disposal field to be 9' from the property line in lieu of the required 10' setback; 2. Disposal field to be 8'11"from the property line in lieu of the required 10' setback; 3. Disposal field to be 13'9"from the residence in lieu of the required 20' setback; 4. Pump station to be 6'4"from the garage in lieu of the required 10' setback; 5. Fuji Clean system to be 7'1"from the garage in lieu of the required 10' setback; 6. Pump station to be 7' from the residence in lieu of the required 10' setback; and 7. Fuji Clean system to be 7' from the residence in lieu of the required 10' setback; on property located at 3 Chestnut Road in the Town of Queensbury and bearing Tax Map No: 289- 13-1-6. Duly adopted this 2V day of March, 2022,by the following vote: AYES NOES ABSENT: SEPTIC DISPOSAL PERN� 4 : , : office Use Only. ' APPLICATryIQN . Permmit#: Town d RECEIVE) r0 Permit Fee:.$ • � •� FEB2 5 . �, 2022 V Invoice#:. . 742 Bay Road,Queensbl rv.NY 12804: t lIEENSBUR Y ., P SM761-8256 www:queensburv:net � LERK'S OFFICE Septic Variance? Y N S Flood Zane? Y. �•- N c i. .4f'�� • wetlands?. Y. -, .N , ,.Reviewed Aw. Project Location: 3.Chestnut.Road Tax Map#c 289.13,1-6. • RESIDENCE INFORMATIQNs Year Built Gallons. V of,bedrooms: *gallons per =total daily flow per day . bedroom Garbage Grinder . . : : : :Yes. No 1980'orolder 150 Installed? jchoose,orie} 0 7981-1991: 130 Spa or MotTub Yes No. .. 1992=Present, 110 2 - _1.10 . : 22i} Installed? {choose one}:- Q -04 PARCEL.1 N FO RMAT10 N'. Topography E Fla't.Rolling ®Steep Slope 15(ope' Soil.Nature, - =:: = lw . . X Sand Loam :. ❑ E)Clay.. ❑:Other,explain: Groundwater. At:wliat.depth? not encountered Bedrock/Impervious material At what depth? not-encountered: Domestic Water.Su ' •1 . Munici al:: .' Welh - pp Y ❑ . p. . . &Zl.ake (if well or lake,°.water supply frorn.any septic•system:absorption its Percolation Test Rater .1=5• per minute per_inch:(test:to be.completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size. :540*-: gallons(mire. size:'1,000 gallons,add 250 gallons for:each garbage cylinder or .. sp#hot tub System Absorption field wJ#2 stone Total length ft.;,Each.Trench. . . ft.- Seepage:Pit w/43 stone . How many::: Size Alternative System . 00d or other type; Bottomless Sand Filter Holding Tank System Total required capacity?_ tank size T*a , #.of tanks. *FujiCiean tank proposed: 540 gallon,capacity with 59*,0 gallons per day hydraulic load, Septic Application Revised April'2021 T ! CO_N1A INFORMATION:..PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applieant: Nam,(s)-_Richard and-Linda Shuren Mailing Address,C S 13 Powderhom wa ,Alle to / /Z: : ._._. �-___Y__-____��wn NJ, 08501 Cell Phone: .609- 65 MR _ -_....Land Line::.. Email: iindashurenftaol.com ® Primarv�-Owrnets3 .... - Name(s):.Rlchard and Linda Shuren-. Mailing Address;C/S/2:.13 Powderham:way, Allentown NJ, 08501 . Cell Phone:._609-865-8094 __Land Line: . . l .. Etnail• . iind ashurenD-a.bi:com . F Check if all work will be performed by property owner anly Contractor: Contact Name(s): . Contractor Trade:. Mailing Address;C/S/z. ;. Cell Phone:: .. Land tine: .. Email: **Workers Coinp documentation m.u� be submitted with this apaeicatioh" • Engineerts c Name(s):_:Rucinski Hall.Architecture Mailing Address,C/S/Z: 134 Dix Ave,Glens Falls NY 12801 Cell Phone:_ Land Line: 518-74170268 Email:. ephall�nycap.rr.com Contact Person for Compliance in regards to this project: Ethan P. Hall. Cell Phone: 518-260-2888 : Land Line: 518-741=0268 Email: ephall@nycap.rr.com NOTES: 1.Alarm system and associated electrical work must be irispected 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 and approved.The installed system must match the septic layout on file—no Exceptions. 3:As- built drawings must be submitted prior to,the inspection,if there has been a change to the.subMitted plans.4. If,for any reason,the building permit appl€cation is withdraWn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application.date, 100%of the fee is retained. 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 factor circumstance known by or on behalf of an applicant,shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: Richard J Shuren SIGNATURE: ALIt c1`�. DATE: 02122122 SepticApplimt!66 Revised Apd12021 Mce'Use only" SEPTIC VARLANCE Permit* APPLICATION: Permit l=ee:. %_ 11) Invoice#: 742 Day Road,Queensbury;NY-12804 P:SM76142,56 unArw aiueensbonr:net. Approvals:. Submittal::1:(ones original &a copies of the completed applicatlon-:package _ PLEASE PRINT LEGIBLY.'OR' TYPE, PLEASE INCLUDE AN EMAIL Sectlon 1: . Contact information: . Property Owners}: Richard and Linda'Shuren -Owners Agent'Rucinski:HallArohitecture: Address: 3 Chestnut Road • . Address:.134 Dix Ave; Glens Falls..NY 12801 Lake.George NY 12845 - 609-8W8094 . 518-741=0268: . Phone#: :. _ Phone#: . . Email c lindashurenftaol.cori� ' - : Eri�ailc epliaii@nycap.rr.com; . SeWon-2: Site Information: Site Address: 3:-Chestnut.Road Tax iD#: Directions to Site: Chesfiut Road is off of Glen-Lake,Road or Birch road{off of glen lake road as Wet1) Section 3: Distance-from well on property to septic system(If applicable) : feet Section 4E Is it possible to install a conforming se0k systern-on this property?- El Yes ®No. If YES,please explain and attach a diagram: Section 5•. Does the proposed system.meet setback requirements for distance-from wells&septic systems•on neighboring properties? Yes Q;No If NQ,please explain:. Section 6: Is the proposed systern to.be installed under a parking area?; []Yes, ONO Section 7: !Td Section of the Sanitary Sewage ordinance from which�yyo�u are-seeking the,variance('r.e.leaching system will be 89 ft. from Well,in Iieuof required i0o ft.): SEE FOLLOWING PAGE ATTACHED Septic Variance Application ' ReOlted December 2021 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski *' Ethan Peter Hall J 134 Pik-Avenue, Glens Falls NY 12801 Voice 518 741 0288 Fax 518 741 0274 Email e-phall@nycap.rr.cam 3 Chestnut Road-Shuren Residence 18 February 2022. Continuation of Section 7: Section of the sanitary sewage.ordinance from which you are seeking the variance Varian_ce'#; . Location.1 Location 2 Proposed(ft) Required(ft.') Relief, (tt 1 Property tine Dis oral field 9'-0". 10'.min.- 1'-0'' 2 Property line p rh► Disposal feld 8'-1'I° 90'min: 1=10 3 Residence . Disposal field 13'-9" 20'min.. . S'-4" 4 Garage, Pump station W-4r 10'min,- 3'-8" . 6 Garage. .. _ Fujidean . 7.'-10 . 10'min. , 2=1.9" 6 Residence. Pump station 7`-0" 10'min. 3=0" - 7. Residence Fujiclean T-0" 10'min. 3=0" 1 Section 8:. List.the names, parcel addresses,and tax map numbers of all adjoining property owners. You may;obtain this information from the Town of Queensbury s Assessor's Office: Drahushuk;Michele.Novak. NorCh Name _ - Address:. 1-Chestnut Road Tax Map ID 289.13-1-5 South Name Steve and Tracey Bureau Address 5 Chestnut Road' Tax Map:ID 289.13-7=z East- . Name GLEN LAKE .. .. Address . . Tax Map.ID West Name :. Andrew Douprsy Address Glen Lake Road (vacant) .Tax Map ID 289.13-141 Section_9: OWNER STATEMENT- /We do hereby relieve the Town of-Queensbury from any liabilities on the.plumbing an_d septic system located at: 3 GVteSJc uw-U = .'I/We realize that putting the well,septic tank or leaching system less than the required I Q .feet . from the_p L--J 5'ticl• J.CaLA�y increase the.risk of pollution. Ow ier—Print Name:. Richard Shuren Owner—' Signature: Date; 02/22/22 .Section 10: 11184;HBOR OR TENANT RELEASE-STATEMENT. I/We do hereby relieve the towai of Clueens>bury from anly liabilities on the plumbing and.sebtiic systen)l ted at_ is a realize t'hat inu inn the well:septic tank or leaching system less than the eer.luired 10 .feet from the PY10 kiY'R. may it crew i�ke'dsk of bollution- Heighborf renant—Print Name: Ne i -Signature: Date,Tenant Septicvaii—App9i zg— Povlz l Mbmr2321 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: I. A location map showing the site within the Town of Queensbury 2. A plat plan showing existing and proposed features of the property,including: a. Cot dimensions b. North arrow and scale: l 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(street,steep slopes,lakes;wetlands,etc.) f. Location of all wells and septic systems on neighboring properties g: Adjacent ownerships . h. All properties within 500 feet A sample plot pian and location are shown below: ems.^—� I &`a '1ii6AJ A � Jj r ttta+r 6 MO DIV _0� Septic Variance Application Revised December 2021 Section 11� AUTHORIZATION AND SIGNATURE-PAGE, This page includes the Authorization.to Act'as Agent form,engineering fee disclosure;authorization for site visits,other permit responsibilities and agreeenentto provide documentation required. Complete.the.following if.the OWNER is using an Agent: Owner's Name: Richard and Linda Shuren Deisignates:..Ethan P:Hall _ as agent regarding the Septic Variance for = 'Site Address: 3 Chestnut Road , Tax-Map 289::13A 6. . Enaineerina Fee Disclosure:Applications maybe 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: . " Authoriiation:for Slte_Visits:By signing ahis page and submitting the application materials attached herein;the" Owner,Applicant and.his/her/their-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;s u brnitted: :.Please-Note:Other permits maybe required for construction:or alteration activity subsequent to approval by the Town Board of Heaith. lt is the applicant's responsibility to obtain any additional permits Official.Meetine Minutes Disclosure:It"is the practice of the-Town-Board of Health to have a.designated . ..stenographer tape record,the.proceedings o€:the meetings resulting from the application,and that-the 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 shalf be deemed the official record. :I;the-undersigned,have thoroughly read.and understand the:instructions for submission;agree to the submission requirements and completed checklist: Richard J.Shuren OWNER-PRINT.NAME: ." � LClitGri 02/22/22 OWNER SIGNATURE: DATE: V. 6(k&AGENT—PRINT NAME: /. - - AGENT—SIGNAT.URE:.. DATE: 2 Septic Variance Application Revised December 2021 / x / I to C 1 5"White Oak GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS LINE OF 100' SEPARATION 0 15"Maple LEG END� CL 00 / Stop Sign TO THE WATERS OF GLEN LAKE Shea rS9 PROPERTY LINE 4 Lands NI F o f `t 25" Red Oak ------- N -------------------- PROPERTY LINE SETBACKS cu 3 Michele Novak Drahushuk o B:521 S P: 107 One Story -- ------ -- - cV -- EXISTING CONTOURS No. DESCRIPTION DATE cv ' y 289.13-I-5 Wood Frame o house Deck Concrete 330 NEW CONTOURS REVISIONS 1P� t_ S 7?�55 vo Patio E ESP EDGE OF PAVEMENT Deck N F o 1P oncrete Q W N Area - S I TE DATA � Q ' -- Remains 7629.4-Sq. Feet 0 3 0, 18 Acres 'Q� i .stone Ret re -wall ! f i �4 ��� _ J F- Q Ln ' PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL V � � ! - =� MINIMUM LOT SIZE: 2 ACRES o Q z a ID/ _ Z " ,Co _ oo MINIMUM LOT WIDTH: 150 FEET o w a� , ncrete - -- �opo e _ Ck ++ �.0" " - MAP NUMB 13-1-7 Z o N ' TAX ER 289 ' I -! -E �.� z r o , +.ACK ZL, �_ _ lPf T �'�_ SETBACKS s co�r -'-� I FRONT 30REQUIROED 3 0 0 i ete , - _ I 53 11 Q Q z / Q f SHORELINE 50'-0" 28'-11" � o J ' r CO- 28'_17" I SIDE 15'-0" 15'-8" J E � w F- ete --I . r i =- 0 _ 0 C 0 i it-in Q •-- L _> REAR 30'-0" 28'-11" Z ago � d z w o V % �' MAXIMUM BUILDING HEIGHT 28'-0" 20't _ - o o W ' One Story y W Im MINIMUM PERCENT PERMEABLE 75% v T a w � , Wood Frame ,(/) Conk O 52.23% L T => o z r v ' , ere I� �� MAXIMUM FLOOR AREA RA110 22% 31.37% a r• I•= s z Clousey L! i DRAWS WATER 6' c� Z o °+' > co co s a 0 a Gara ! O N Q a z FROM THE LAK (! e - _ E I � � � � �' ACTUAL LOT SIZE: � N F E: 8 416 F 9 �'I S 0.1 v, , � _ I 9 ACRES �� a O✓ \ ) a X LL - 0 a) ACTUAL FRONTAGE: 51.60 FEET V �_ � o a Shower „— �� Glen .. _0 SIDE S __ �I i!,O I� becks OC w >°t°w CONDITION I 1 NEXISTING SITE COVERAGE S o ETBACK ---_ I �- �_ L!_ ; 'I COMPONENT ASEA PERCENTAGE �j � Lake ------------- z TOTAL SITE 7,629 SF 100.0% >- I R I I WORK IS TO BE AS SHOWN & Z _ I Dock ' ` -_� I BUILDINGS 1,470 SF 19.27% 01 NOTED AND IN ACCORDANCE PAYING & WALKS 1 605 SF 21.04% WITH MANUFACTURER'S DECKS ABOVE GRADE 569 SF 7.46% RECOMMENDATIONS TRADE Ll.l _ - _ ; q GREEN SPACE 3,985 SF 52.23% D Ad �� ASSOCIATION PUBLISHED I 53' 1 sted g'o�n- _ RECOMMENDATIONS AND I` EXISTING FLOOR AREA RATIO GENERALLY ACCEPTED LOCAL U I -11 ' - - - dart Line) � i foneRe � y48. jo,-_�,_- „� o l COMPONENT ��g CONSTRUCTION INDUSTRY °i wall �-- PRACTICES. --, I TOTAL SITE 7,829 SF _ I ' MAIN FLOOR 1,320 SF - BASEMENT (UNFINISHED) 775 SF She i ' i I Lands N/F o�fi 3.5'± To Shore GE g GARAGE 2 8 SF Steve,' Buirea,�u � i � ' 8gCO j� B:5419, P:66 IR FLOOR AREA RATIO 31.37% 289.13-i1-7 ui One Stor �' „! Y i Wood Frame - 1louse „- w/crawlspace os,! m DRAWS WATER FROM THE LAKEIMMF' I CA 00 LINE OF 100' SEPARATION REPUTED LOCATION OF Q) \/ 1 V-I TO THE WATERS OF GLEN LAKE EXISTING SEP11C SYSTEM , (SUSPECTED CESSPOOL � Z BENEATH EXISTING DECK ►� p & SUNROOM) PROJECT LOCA110NMAX 13,13Ot1�1.EPAXt1TRA1L ;... I GI#E8r,WDTAAl1 ��. ..n...w tKI III R DJAY R1? w '� R Ca...r Gage tlF.tdlLt�K AD trk � 9 , � o ✓% yf/ F1 �j1�j AUCE OR .' M '�,�Irfey .: ' Y✓'%yip` ✓ / .t r/ !3 g. O Park u` SOME Mir [iss. .Y, s 1 a ; ,E ,�y ✓ NXII(BERRY LA ttt1.t 1JOc 0}>!tIh ln,B ON Mal e h �_ ', stttc►n�a�.�kMr PROJECT LOCATION MAP NO SCALE CAD FILE NAME ACAD\SHUREN\C-1 SCALE " , " 1 = 10-0 THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE rz EXISTING SITE PLAN f ; ' 10 5 0 5 10 20 AS-BUILT GRAPHIC SCALE ' `� '-�,�,� ysy DRAWING No. f' = 10'-0" L- C- 1 V Q 0 d 0 I— �CC L r r r VARIANCE #1 LINE OF 100' SEPARATION TO VARIANCE #2 THE WATERS OF GLEN LAKE N N (100' MIN. TO DISPERSAL FIELD) C) W ' Qayi N No. DESCRIPTION DATE N � 1 5"White ak VARIANCE #3 REVISIONS LINE OF 50' SEPARATION TO LIJ I o 1 5" Maple THE WATERS OF GLEN LAKE O 3 f j Shed (50' MIN. REQUIRED TO TANKS) (Al z can z e Stop 5gn h O f z ca / 5 s NIF of ui o � w aD ---- ` , i Michele Nov rahushuk W W 4 - 0 28" Red Oak ~ o. Z N O j � B:5218 P:107 One Story two 289.13-1-5 j Wood Frame = a _ _ v House V O ( Deck Concrete �/ o V O v Patio w o t p IPf� ; - $, 770 Q a z 55' 1Q E J Jozo 19 � - 1 Deck E w v t= J oncrete Q o p Area -- Q Remains 0 00 C z in 0 1 )! 1 U pp 1$6. 14� _, � j N NNo o � � 7629. Feet _ — o o r= a,4 Sq, m one Re v a w , 2 a L O i f z Ac res S !�� � d-d- r 141 1 I 7 � `� � c Z ry�— 5 O z ''c O " he Retsmm I V/ L � N O Q i� _ a _ s -+ o c a0 N k Q p li7 in a�i I w to �. % ► ( O T--____ _ ,Gorcrete °ncre�.��, '- - _ X LL F Q Q f� 13' N t 15 -A41 ���► �" -> S1d r y i ,d C U x R C ' o�� - 1P o� o r7 o E > w Concrete Q ► i - 1" Iw SHOWN & NOTE WORK IS TO BE AS AND IN ACCORDANCE C� WITH MANUFACTURER S i � 1 0 I, One Story Concrete i %��/ W ►.�� wood Frame I ASSOCIATION RECOMMENDATIONS,PUBLISHED house W 7_ " „ , t RECOMMENDATIONS AND 6'-;4" 0 DRAWS WATER 1 0 GENERALLY ACCEPTED LOCAL Garage FROM THE LAKE cl� I Q CONSTRUCTION INDUSTRY r _ 0 PRACTICES. - PRA T ® GI en s -_ I h n I Q I o - � I er "- O 15 _0» S - ! o I Deck I I" IDE SETBACF( ---``------- _�- -_li ;� Lake 7-1: ; T,_Q" —� �;� 5 I DOCk I I.I „ ,� __ r � �' � �I• , � III 1p 16 , F . 1 - - DO (Ac�J� to- _y - 1 2 4, F O s d Bourtda - t� rY LmeJ 00 y U 14$:10—, - N 00 I i %i —tone ReFL , • ..einm9 wail -— W I ' �j s 3.5 To Shore hed �N F Off _ �� �� g - - �`--" _ �' ` �1 � Q Lands,1 ► 8s ,, _ Steve; BW- au B:54,,19 p:60 � 289"13-1 -7 iii'i �_ One Story - __- -_ ` - Wood Frame Cd O I v hOUSe l�li ICI W/craWl5paCe r" ;d�` �. • III, I i / I d DRAWS WATER � '. � � � ,.� � I FROM THE LAKE � �I � I '• CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK y y ON THE PROJECT. � \ REPUTED LOCATION OF VARIANCE #4 \ EXISTING SEPTIC SYSTEM (SUSPECTED CESSPOOL VARIANCE #5 BENEATH EXISTING DECK d VARIANCE #6 & SUNROOM) � O INSTALL NEW FUJICLEAN VARIANCE #7 U M • �� SEPTIC SYSTEM DESIGN TEST PIT INFORMATION VARIANCE REQUEST CHART PER TEST INFORMATION TEST PIT INFORMATION TAKEN - 27 JUNE 2019 BY DESIGN FLOW - 2 BEDROOM HOUSE WITH WATER SAVING VARIANCE # LOCATION 1 LOCATION 2 PROPOSED(FT) RECUIRED(F'T) REUEF(FT) HALL ARCHITECTURE PERC. PIT INFORMATION TAKEN - 27 DUNE 2019 BY FIXTURES AT 110 gpd PER BEDROOM = 220 gpd 1 PROPERTY UNE DISPOSAL FOLD 9'-0" ur-0" MIN. 1'-0" �0 ETHAN P. HALL - RUCINSKI 2 PROPERTY LINE DISPOSAL FIELD 8'-11" 10'-O' MIN. t'-1" ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE 3 RESIDENCE DISPOSAL FELD 13'-9" 20'-0" MIN. 6'-e 15' BY 11' BOTTOMLESS SAND FILTER= 165 SF 4 GARAGE PUMP STATION B'-4' 10'-0" MIN. 3'-er �® TP— X 1.5 GPD/SF= 247 GALLONS PER DAY ABSORPTION PROVIDED 5 GARAGE FUJCLEAN 7'-1" -0" MIN. 2'-11" AQ 8 RESIDENCE PUMP STATION 7'-0" 10'-O" MIN. 3'-0" . 0-9" TOPSOIL PT-1 7 RESIDENCE FUJCLEAN 7'-0" 10'-0- MIN. 3'-0' 9-25" LOAMY FINE SAND STABALIZED SEPTIC TANK - UTILIZE NORWECO SINGULAR GREEN 25-72" MEDIUM SAND WITH SOME BOULDERS PERCOLATION RATE 1 MIN. 30 SEC. PER INCH WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR NO SEASONAL HIGH GROUND WATER TABLE WAS OBSERVED FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR 600 GPD APPLICATION CAD FILE NAME ACAD\SHUREN\C-1 SCALE 1" = 10'-0" THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE PROPOSED ` SITE PLAN `• 1. t., 10 5 0 5 10 20 o� v0'� { GRAPHIC SCALE ' DRAWING No. 1" = 10'-0" C-2 m V Q LA_ d O FILTER FABRIC Q PRESSUREIZED LINE PEA GRAVEL � �� PLACE 3" OF 3/8" WASHED PEA STONE OVER THE FROM S.T.E.P. TANK GRADE 110 a SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" , : 7' ADDITIONAL PEA STONE TO COVER DISTRIBUTION LATERALS `` t „ INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. I oN FLUSHING VALVES � CONTINUOUS 2 THICK RIGID WITH ADDITIONAL 2" THICK LAYER OF PEA STONE OR COVER .. ..:. .....:. .... ,...:.. :`.'�':` N INSULATION BOARD AND 45 MIL No. DESCRIPTION DATE MEMBRANE. THE D CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE REV ISIONS N POLY PROPYLENE M „ TIMBERS OR CMUS. BSF. SHALL f 1 DOWN FROM TOP OF INSTALLED LINER MUST BE WATER . ... .,, . ;..�..: ;... ... ... .. ... .. ..,.. :, . TIGHT. INSULATION SHALL BE TIGHT NOT BE COVERED WITH ANY OTHER MATERI AL THAT WOULD .. .: . .< . �.:........:.: .. . .. . �_ .:. ., �: .. �. Ch RESTRICT THE EXCHANGE OF OXYGEN WITH THE SU RFACE TO TIMBERS OR CMUS. . O INSTALL 90 SWEEPS WITH TREADED „ W N i PLACE 24 OF SAND MEDIA MEETING _ U OF 6x6 PRESSURE TREATED LANDSCAPE CAPS AT THE ENDS EACH ASTM C-33 REQUIREMENTS IN BSF ' SET LATERAL. DO NOT USE SHORT 90' IN LEVEL 8" THICK LIFTS. PRESS INSULATION Z k a TIMBERS OR MASONRY BLOCKS c LEVEL & PLUMB STAGGER JOINTS & ELBOWS. CLEANOUTS SHALL BE ATTACH WITH 9" SPIKES AT 2'-0" PLACED IN 6-INCH DIAMETER VALVE IN-PLACE ALONG EDGES TO REMOVE U = Z U — O.C. BOXES ZOELLER MODEL 5056-0006 VOIDS USE 1 1/4" DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION LL.I 0 o W MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 24" F' W N U in ON CENTER. USE 1/8" DIAMETER ORIFICES PLACED 24" APART. a 0 2O N r. v {<. Z _j PROPOSED GRADE LATERALS SHALL BE INSTALLED WITH ALL HOLES POINTED DOWN (� Q J N EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. USE SAND FILTER 0 , � II ZOELLER MODEL 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT o u•,r. :," DISTRUBUT101N LINE Q 3 o z EXISTING GRADE v. �� �� THE 1/8" DIAMETER ORIFICES. .__I a o Il o 11 :. .... AIR LINEBOTTOM OF BED pM E Fro J 3< o =1 11=1 I y I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 f 1=1 11=1 I hI o ICI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I 1=1 I „ 11=1 11=__ _ _ _ I=1 I I=1 I I=1 I I=1 I I=111=III=1 I I=11 ,.,III—III—II I—I 11 TI I TI 11—III—III—III—III 1=III T I I 1=1 11=1 11=III=1 11=�___ _ BOTTOMLESS SAND FILTER PROFILE N 0 Z — — — J' " — — — — — — — — — VACUUM BREAK ORIFICE SHIELD (TYP) N.T.S. Y i °'r Q w 111=III=1 I z III=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I h�•��I 11=1 11=1 11=1 I—I 11=1 11=1 11=1 11=1 11=1 I I I 1=1 I s}:= y I I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I 11= MI 11=1 I I= =1 11=1 11=1 11=1 11=1 I FE1 11=1 11=1 11=1 11=1 11=1 11=I I =!,I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I.III=1 I I=_ _ ___ - - - - I—III I I III `� 5 Z r � 1=1 11=1 11=1 11=1 11=1 11=III=1 11=1 I Mi 11=1 11=1 11=1 I IM 11=1 11=1 11=1 11= MI I MI 11-1 11=1 I MI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I I Mi I M4I M] 11=1 I I Z 0 ` °Z �w < _ ¢ �' 1=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1I1=1I I I I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1II I I1=1I1=1I1=1I1=1I1= 1597 z i2 Q o �,�, N W II I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11=III=III=III=III=III=III=III=III=III=III=1I1=1I I—III—III—III—III—III—III—III III—III—III—III—I _ =1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I I I I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I 1=1I I I I 1=1I 1=1I 1=1I 1=1I I „ V o ~ a 4 12 24 TYP COLD WEATHER ORIFICE D v o C N - o C Ilk SHIELD (TYP.) �°w `r' ° 6 E 1" PVC SCH. 40 LATERAL WITH 1/8" DIA. >1 EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2" DIA. SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER ORIFICES 7 ORIFICES PER LATERAL Ln i PLACE ONE OR MORE COURSES 6"x6" LANDSCAPE TIMBERS S THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF FILL IS LESS THAT 3'. SLOPE PVC PIPE 1/8" PER FOOT } ALONG PERIMETER OF BSF O TOP IS TERRACED LEVEL. 4 DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY FROM SAND FILTER REMAINING COURSES WILL BUILT UP ABOVE GRADE. WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE 1 1/4" PVC MANIFOLD FROM WORK IS TO BE AS SHOWN & BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP NATIVE SOIL BENEATH THE BSF. EFFLUENT PUMPING SYSTEM NOTED AND IN ACCORDANCE JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF a 1/8" ORIFICE AT WITH MANUFACTURER'S SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF 'I N PVC LATERAL BOTTOM OF LATERAL RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED SAND RECOMMENDATIONS AN BOTTOMLESS SAND FILTER SECTION -- SIDE VIEW ; ; TOP VIEW GENERALLY ACCEPTED LOCAL N.T.S. CONSTRUCTION INDUSTRY PRACTICES. 4" INSPECTION PORT AT 6" DIA. VALVE BOXES 45 MIL POLYPROPYLENE MEMBRANE GRADE WITH DRY FIT CAP PVC ORIFICE SHIELD " SCHEDULE 40 SLOTS FOR DRAINING ZOELLER MODEL 5056-0006 L�6xlB PT TIMBERS OR PERIMETER MASONRY SUPPORT BLOCKS 1 COLD WEATHER ORIFICE SHIELD PVC LATERAL PIPE STRAIGHT FLUSHING VALVE ASSEMBLY N.T.S. IN 6" VALVE BOX SIDE VIEW TOP VIEW 90' SWEEPS WITH THREADED CAPS AT THE ENDS OF EACH LATERAL 1/8" ORIFICE ZOELLER MODEL 5055-0061 PIPE INVERT SLOTTED ORIFICE 00 00 6 BOTTOMLESS SAND FILTER PLAN � N FLUSH VALVE ASSEMBLY N.T.S. U (LATERAL DETAIL N.T.S. -) � � cto SCUM BAFFLE B CHAMBER Volume (gal) r..4 3 -O$" Q1 "C$ Sedimentation Chamber 198 " Cn 2-54 2'-3' 2' Q2 Anaerobic Filtration Chamber 198 Q 1:� 97 /,--RECIRCULATION • r=04 ., AIR LIFT PUMP 0 Aerobic Contact Filtration Chamber 95 A ,--DISINFECTION ® Clarification Chamber 44 •r-, OCYLINDER(OPTIONAL) © Disinfection Chamber 4 Q '� 1 Total Volume 540 ': y 4" INLET PIP 4"OUTLET PIPE O 53° -----�--6 q 4 q M � 3 j SPECIFICATIONS 4� Anaerobic Media PP / PE v ENT ETAIL A �Iliill \ AIR LIFT PUMP Board Type Aerobic Media PVC / PP / PE ct p SCALE 1 / 10 INLET BAFF Aerobic Media PP / PE 5620 Blower 2.8 cfm M Tank FRP U �� Piping PVC / PP / PE 234—� RECIRCULATION PIPE LOW BAFFLE 3/4"AIR INTAKE p g ,nw FLOW OPENING (TYP.) (CLEANING OPENING) B Access Covers Plastic / Cast Iron Disinfectant (Optional) Chlorine Tablets PLAN VIEW 41jj 42 18"ACCESS COVER 18"ACCESS COVER 18"ACCESS COVER ISINFECTCYLINDER (OPTIONAL)ION 18"ACCESS COVER 25 (TYP) (TYP) (TYP) fill - �9 LOW OPENING—Url- 7 1 1 3 11 4 DETAIL B 1 1'-18" OARD TYPE CONTACT MEDIA 877 48 SCALE 1 / 10 wLu_ HWLu_— DRAWN O 6 Todd Bolzer 6/2/2009 anoRwatosco CHECKED NORWESCO INC. ST. BONIFACIUS MN TITLE 6 13 11 QA 5'-24' ® 6-24" / MFG 500 GALLON LOW PROFILE SEPTIC TK � / ECIRCULATION CAD FILE NAME 4'_07'. 1, 1 1 ® AIRLIFT PUMP APPROVED 8 O 3'-114 �O _ 3'-114" 3'-114' SCALE AS NOTED SIZE DWG NO REV 1'-11" � 500 Low Profile C O llol THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY R164 AND IS IN RED INK. ONLY SEALS IN RED INK SCALE: 1/16 ISHEET 1 OF 1 / \ �\1 SHALL BE CONSIDERED TRUE ORIGINALS AEROBIC MEDIA DRAWING 11TLE SEPTIC AERATION ASSEMBLY NOTES + SECTION A-A VIEW SECTION B-B VIEW 3 DETAILS 500 GALLON HEAVY DUTY PLASTIC EFFLUENT CHAMBER SPECS. DRAWING No. C- 3