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1.3 1.3 WASTEWATER-SEWERIAPPROVE'Bureau—Replacement-Components-Disposal Field Force Mani Pump Station Fuliclean to Lanes and Structures—3-21-2022 RESOLUTION APPROVING STEVE AND TRACEY BUREAU'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Steve and Tracey Bureau (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 4'9"from the property line in lieu of the required 10' setback; 2. Disposal field to be 3' from the property line in lieu of the required 10' setback; 3. Disposal field to be 2'3"from the property line in lieu of the required 10' setback; 4. Force main to be 27'from the property line in lieu of the required 10' setback; 5. Force main to be 1' from the property line in lieu of the required 10' setback; 6. Force main to be 5'10"from the adjoining garage in lieu of the required 10' setback; 7. Force main to be 3'8"from the adjoining residence in lieu of the required 10' setback; 8. Pump station to be 5'8"from the property line in lieu of the required 10' setback; 9. Pump station to be 6'10" from the adjoining residence in lieu of the required 10' setback; 10. Pump station to be 5'5"from the residence in lieu of the required 10' setback; 11. Fuji clean system to be 7' from the adjoining residence in lieu of the required 10' setback; 12. Fuji clean system to be 5'9" from the property line in lieu of the required 10' setback; and 13. Fuji clean system to be 5'9"from the residence in lieu of the required 10' setback; on property located at 5 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 Steve and Tracey Bureau 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 4'9"from the property line in lieu of the required 10' setback; 2. Disposal field to be 3' from the property line in lieu of the required 10' setback; 3. Disposal field to be 2'3"from the property line in lieu of the required 10' setback; 4. Force main to be 27'from the property line in lieu of the required 10' setback; 5. Force main to be 1' from the property line in lieu of the required 10' setback; 6. Force main to be 5'10"from the adjoining garage in lieu of the required 10' setback; 7. Force main to be 3'8"from the adjoining residence in lieu of the required 10' setback; 8. Pump station to be 5'8"from the property line in lieu of the required 10' setback; 9. Pump station to be 6'10" from the adjoining residence in lieu of the required 10' setback; 10. Pump station to be 5'5"from the residence in lieu of the required 10' setback; 11. Fuji clean system to be 7' from the adjoining residence in lieu of the required 10' setback; 12. Fuji clean system to be 5'9" from the property line in lieu of the required 10' setback; and 13. Fuji clean system to be 5'9"from the residence in lieu of the required 10' setback; on property located at 5 Chestnut Road in the Town of Queensbury and bearing Tax Map No: 289- 13-1-7. Duly adopted this 2V day of March, 2022,by the following vote: AYES NOES ABSENT: SEPTIC DISPOSAL PERMIT office use only. *40w, APPLICATIO Permit#:11 12 cb Permit Fee:$ CO Invoice#: 742.B.ayRoad,Queeesbury,W 12804 _ P:518-76i-8256 u+irirw.aneerisbt�ni:oet FEB: �r septic Variance?: Y- N 2022 cs CLERICS Flood Zone? Y N RICS OFE/C . ' -Wetlands?- . Y N Reviewed By: Project Location: 5 Chestnut Road Tax Map# 289.13-1-7 RESIDENCE INFORMATION: . Year Built Gallons #of bedrodms: X gallbns per. :=total daily flow, per-day: .._'. bedroom. . Garbage Grinder, Yes No. _ • . 1980 or older: 150 Installed?-(choose one) ❑ 1981-1991 -.:130 Spa or Hot Tub Yes; No - 1992-Present: 110 . 2 : 1:1.0. . . 220 installed? (choose one):. ❑ PARCEL INFORMATIONc Topography ❑ EI" t Rolling Steep Slope _ %Slope Soil Nature ®Sand ❑ Loam ❑Clay ❑Other,explain: Groundwater At'What depth? not encountered-_ Bedrock/Impervious material At what depth? not-encounter - Domestic Water_Supply. ❑ Municipal: . ❑vVell ' EZI-ake (if well or lake, water supplyfrom any septic system absorption is Percolation Test Rate: 1-5 per minute per inch:(test to be completed by a. licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size aao*- _ gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub . System ' Absorption field w/#� :stone Total length _ ft.; Each Trench Seepage Pit w/#3-4tone : How many::: :Size: . AlternatiVe System Bed or other type: H-20 Infiltrator Absorpt. bed (under parking) Holding Tank System Total required capacity? :tank size. #of tanks *FujiClean tank proposed: 540 gallon capacity with 500 gallons per day hydraulic load Septic Application Revised April 2021 f CONTACT INFORMATiON_.PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Steve and Tracey Bureau Mailing Address,C/S/Z: 5 Chestnut Road,Lake George NY 12845 Cell Phone: 618-260-3177 . Land Line: Email: tbureauti#f.pri 7a gmall com. • PriMary.0wnerish N.Ime(s): Steve acid Tracey Bureau . Mailing Address,C/S/Z: 8 Chestnut Road, Lake George NY 12846 Cell Phone .518-260-3177 Land Line: Email tbureaufltfun@gmail:eorn ❑Check if all work will be performed by property owner on 0 Contractor: Contact Name(s)- Contractor Trade:. Mailing Address;C/S/Z Cell Phone: Land Line: Email: **Workers' Comp docu vrtntetion ''Must be submitted With this application" Enelneerits : Name(s) Rucinski Hail.Architecture Mailing Address, C/S/Z: .1,34.DIZ(Ave,_Glens Falls NY 12801 Cell Phone:. Land Line: 618-741=0268 Email: ephali@nycap.rr.com. Contact Person for Compliance_ in regards to this project: Ethan P:.Hall C611 Phone: 518-260-2888 Land Line: 518-741.0268 Email: ephaI1@nyc6p.rr.com. F40TES: 1.Alarm systems and associated electrical work must be inspected by a Town approved electrical inspection agphcy; 2.We will.no loner.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 application is withdrawn,AO%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 fact or 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 Ctueensbury Sanitary Sewage Disposal Ordinance. Tracey Bureau PRINT NAME: SIGNATURE: DATE. 2/22/2022 Septic Application Revised April 2021 SEPTIC VARIANCE Office Use Only . Permit#: W.'( 16 Permit Fee.APPLICATIC}N - Invoice#. 742 Say Road,Queensbury,NY 12804 Ps 518-761.8256 www.gueensbur_yAnei Approvals: Subinittai l (one) original&8-copies ofthi compieted appiicatian.padage . . PLEASE PRINT CEGI8MORTYPE, PLEASE INCLUDE:AN;EMAIL: .: Sects Contact lnforrnation: Stve:and Tracey Bureaw ; pWAe;�s _ Rucinski Hail Architecture Property Own&lik- Agent: . . Address: 5 Chestnut Road Address: 134 Dix Ave Lake.Geore,NY:' 121345 Glens Fails NY.12801 Phone#: 618-260-317T Phone#•518-741-02f;8 Emalc tbureaufrtfurtfgmailcoin : Email: ephall@nycap.rr-com. :Section 2: Site Information: site Address: 6-C.hestout Road .. Tax IM. 289.13-1-7 _ =-- Directions to -Chestnut-Road-is off-of Glen-Lake:Road-or-Birch.road(off gf glen-lake-road as-erell)___ Section 3� Distance from well on property to septic system.(if applicable]. feet gection 4c is It possible to install a conforming septic system on.this property? ❑Yes ®No -if YES,please explain and attach a diagram: Sectiori 5 -.Does the proposed system.meet setback requirements for distance from wells&septic systems on neighboring properties? OYes D No If NO,please explain: Section.6: Is the.proposed system to be.installed under a:parking area?. ®Yes []No : , Section 7• Section of the Sanitary Sewage Ordinance froin.which you are seeking the variance.(i.e.leaching system Will be 89 ft., from well in lieu of required loo ft.): SEE FOLLOWING PAGE ATTACHED . . septic Variance Application Revised December 2011 RUCINSIG HALL ARCHITECTURE Ronald Richard Rucinski ' Ethan Peter Hall * 134 Dix Avenue Glens Falls NY 12801 Voice 518 741'0268 Fait 5181410274 Email ephall@nycap.mcom 5 Chestnut Road Bureau Residence 18 February 2022 Continuation of Section 7: Section of the sanitary seWAge ordinance from which you are seeking the variance Variance# -Location.1 Location 2 Proposed(ft.) Required(ft). I Relief(fz 1 : Property line. Disposal field 4'-9" = ..10'.min. 5=0'_ . 2 Property tine Disposal.field . 3`-0". 10'.min. 7"-0" 3. . Property.line - Disposal field . . 2'-3". : 10'mina T4l" 4 Property line -. Force main 2`-7 10'min. 7=5n 6. Property line - Force main.. 1'-0" 10'min. 9`0� .6 Adjoining garage Force main V-10" 10'.Min. _ 4=2" 7 AQbining residence Force main T-8 10'min. 6'-4A 8 Property line Pump station._ V-8" 10'min. 4'-4" -. ---- - - -- -9 ---Adjoining residence - Pump-station=. : _-- S'-10" min.- - .10 Residence Pump station 5'-5" 10',min. 4=7'° 19 [Mence residence Fujiclean T-0 10'min. X 0"12 rty lime Fujlclean 5'-9" 1o' min.13 Fujiclean. 5'-9" - 10'min. 4=3". 1 Section 8: List the names, parcel addresses,and flax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbu ry"s Assessor's Office: North Name Richard Shureh Address 3 Chestnut Road . 'Tax Map ID 2e9.13-1-6 . South Name. James M Whitaker Address 7 Chestnut Road. Tax Map ID 289.13-1-8.. GLEN LAKE East Name Address Tax Map ID West Name Andiew Dougrey, Address Glen Lake.Road (vacant) _ Tax Map ID 289.13-1-41 Sectiort_9• OWNERSTATEMENT . I/We do hereby.relieve the Town of Queensbury from any liabilities on the plurnbibg and septic system located at: c lrtie�.ktitiyk ,I/We.realize that putting the-mid,septic tank or leaching system less than.the required 10 feet, from the ll?eSiCIeyic-r— Prop. may increase the risk of pollution. Tracey Bureau . Owner-Print Name: Owner—Signature: - - Date: 2/22/2022 NERGHBOR OR TENANT RELEASE STATEMEN `(if a fg) /"+ale do hereb�4 relieve the Town of Queembury from any liabilities on ahe plumbing and septic system located at: G &7bnQt a O/We realize that putting the well,sceptic tank or leaching the requXred_O fee ft6m the resid&nce q A,ra &V icier.eas the r]sk of pollution. Neughbor/T ntnt—pcntNalme: R1chardShuftrf Ne6,ghbot/Tonalnt skgnature;., G 3/.ems Date; 02122t22 �eOrVa€anceAppllcadan I vl ro9 t r @g! PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property,including; a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location&dimensions of existing and proposed buildings,showing setback distances and uses d. Parking layout to scale(if applicable) e. Physical features(street,steep slopes, lakes,wetlands,etc.) f> Location of all wells and septic systems on neighboring properties g. Adjacent ownerships. h. All properties within 50Dfeet. A sample plot-plan and locatioin are shown below: �-. f OSlC�crlKi 4 � A 01�4 =- ;; �rm (F �"'-'I • ✓ei.o � map - 4�� } pq � r Fit l �a � �i:I � ,y c-r,4'a-,'cr'1�� ��1 � �.`-i4y t t,•�.n� a� Septic Variance Application Revised December 2021 Section 11r AUTFdIDRp2ATIt�.N AND:SIGNATURE PAGE : This page includes the Authorisation to Act as-Agent form;engineering fee disclosure;authorization for site visits,other permit responsibilities and agreement to provide-documentation required: Complete the following if the OWNER is using=an Agent: . . . Owner's:Name: Steve and.Tracey Bureau Designates: .Ethan P, hall as,agent`regardingthe Septic Variance for. Site Address: 5 Chestnut Road . . 7 . . Tax Map#: . .289•t3.. -.1 Eneiheerir ,Fee Disclosure:'Applications maybe referred to the.Town.corisulting engineer for-review of septic design,storm drainage;etc at,deterrriiried by-the Town Board of Health; Fees for engineering review services . wili'be charged dlrectly to the-applicant. 'Authorization for.Site-Visits: By signing this page arid.sUbmitting:the application;materials attached herein,the' : Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code nforcernent Officers and Town Engineer to enter the subject:properties for the purpose of°reviewing the application submitted: Please Note .Othee permits niay be-required--for constriction or alteration activity subsequent to approval by the.Town Board of Health.. 1t.is the applicant's responsibility to obtain any additional permits.- Official Meetiiie_Mlnutes Disclosure: It is the practice of the Town Board,of Health to have a designated . stenographer tape record the proceedings of the meetings resulting from the application,and that the - . minutes transcribed frorri:those tapes constitute the official record of all proceedings.,If there is'a discrepancy between such record and-the handwritteri minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. 1,the Lincleesigned,have thoroughly read and uriderstand the instructions for submission;agree to the submission requirements and completed.checklist: Tracey-Bureau OWNER—PRINT NAME: OWNER—SIGNATURE: ' DATE::', 2/2212022 :. . - � - AGEIIIT--=PRINT NAME: Qt+C,► . :AGENT—SIGNATURE: DATE: ' septic Variance Application Revised December 2021 m u LL a GENERAL NOTES 10 INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS LINE OF 100' SEPARATION TO THE WATERS OF GLEN LAKE LEGEND a Gara9 One 5tory m Wood Frame 3 -- -- -- PROPERTY LINE N '° douse Deck Dock 17: �3 _ _ DRAWS WATER --- -- ------ PROPERTY LINE SETBACKS `r N ,n 1 / - _ S 8 o FROM TH N s 6 E Lands N/F of --- EXISTING CONTOURS No. DESCRIPTION DATE c 84-1 �� Richard Shuren 330 NEW CONTOURS N REVISIONS (AdJust d__ REPUTED LOCATION OF B:1280 P:207 N rY line �___ SEWAGE DISPOSAL TERALS 259. 13-1-G ' ' r y48 � � TO BE REMOVED 47, " ESP EDGE OF PAVEMENT - Scone R ta, 1 nmg Wall _ `J S I TE DATA w 0 r M Q _ PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL 3 � N - i ---I, _ !// - , coo Q ;' - - - Ge @rar. - �- 3.5'± To Shore MINIMUM LOT SIZE: z 0° G r i -- _ 2 ACRES W a - z - -� �-'�_ MINIMUM LOT WIDTH: 150 FEET ( , = z C7 �`'� �5 __ o TAX MAP NUMBER: 289.13-1-7 N _ I �' ___0 _ ( ? " , � _ DE ET �' �II m _ i_ W W 4- 17 0 �'i --BACK _ '_ 1 a z c�> v� of SETBACKS REQUIRED EXISTING Z z o m '�"' ` �► EXISTING 500 - - I` �' „ ; ' �, ' / ' 31 ' GI en FRONT 30'-0" 55'-1" V a i ' i GAL. STEEL SEPTIC v �1� L 1 ' SHORELINE '- " oll -N 5 , "C) FF_ 8 TANK v �'I % I SI 50� 0" 38 5 o V_ i 5 L DE 5 0 5' 0" -, 38, i `i Lake - - a o z N _ _ _ M� One Story vvv p� �,� -- I m REAR 30'-0" 38'-5" J Y E i w -' afo C - I MAXIMUM BUILDING HEIGHT 28'-0" 20't Q c o a - - t Wood Frame \ _ house n 6? 1 U ' `----___ - / p ► y m to MINIMUM PERCENT PERMEABLE 75% 63.87% _ 0000 a Z W o l7 /" ' n n MAXIMUM FLOOR AREA RATIO 22% 15.68% - N N o O _ DRAWS - �\ i II �` i i 1�1 000 F oc w '' walk --- - - = x FROM THE LAKE _v Asphalt - - _ s �� ACTUAL LOT SIZE: 8,416 SF (0.19 ACRES) (� v c'z ��� s � z � asphalt Walk' i _ A l ii r s e s 15 _0 - --____ _ ACTUAL FRONTAGE: 51.60 FEET Z °; > ��I Q Z :. E �' ix w a a �, m S!D SE �� -_ v` ' Area I EXISTING SITE nyFRarF CONDITIONS (� o x w _ a Q I Dock C 0 NYNF _ e'ectr«Meter K '-- _-_ l �� 8416. 1 Sq. Feet COMPONENT ABEB PERCENTAGE C t ; x ° h 1 -� sp alt Walk _- - - ->_ - - ',0. 19 Acres -- I o� "'-2 > E I w TOTAL SITE 8,416 SF 100.0% y l I BUILDINGS 1,338 SF 15.90% Deck 1 PAVING & WALKS 1,240 SF 14.73% WORK IS TO BE AS SHOWN & DECKS ABOVE GRADE 463 SF 5.50 NOTED AND v,nYl fence 5 SF - F,re Fit 1 o GREEN SPACE 5,37 63.87% IN ACCORDANCE - _ 17=o, _ __ I � WITH MANUFACTURER'S H-80 .-* f , r t t p 54'-2" 1 EXISTING FLOOR AREA RATIO RECOMMENDATIONS, TRADE qd g W I ASSOCIATION PUBLISHED o COMPONENT A ,�, RECOMMENDATIONS AND e I GENERALLY ACCEPTED LOCAL IRF --�_ +� TOTAL SITE 8,416 SF CONSTRUCTION INDUSTRY Lands N/F of 1 ; BUILDINGS 1,320 SF PRACTICES. James M. & Mary Jo Whitaker Ad�oinngBudding ' B:5405 P:242 DRAWS WATER VARIANCE #7 `--= �� S� 11 '± To Shore FLOOR AREA RATIO 15.68% FROM THE LAKE � -_ LINE OF 100 SEPARATION VARIANCE #4 TO THE WATERS OF GLEN LAKE U Adjoiriin9 Dock VARIANCE REQUEST CHART VARIANCE #8 VARIANCE ,� LOCA71ON 1 LOCATION 2 PROPOSED(FT) REQUIRED(FT) RELIEF(FT) 1 PROPERTY LINE DISPOSAL FIELD 4'-9" 10'-0" MIN. 5'-3' EXISTING SITE PLAN er d deck 2 PROPERTY LINE DISPOSAL FIELD 31-0" 10•-O" MIN. # VARIANCE #5 1" = 10'-0" # 3 PROPERTY LINE DISPOSAL FIELD 2'-3" 10'-0' MIN. r-9" VARIANCE 1 VARIANCE 9 4 PROPERTY LINE FORCE MAIN 2•-7' 10'-0' MIN. r-5" O t 5 PROPERTY LINE FORCE MAIN 1'-0" 10'-W MIN. 9'-0" r' ' ;.J 8 ADJOINING FARCE MAIN 5'-10` 10'-0" MIN. 4'-2" `� ;:1 00 VARIANCE #6 GARAGE VARIANCE 10 ADJOINING �I N pp LINE OF 100' # 7 RESIDENCE FORCE MAIN 3'-8" 10'-0' MIN. e'-4" r--i SEPARATION TO N VARIANCE #2 THE WATERS OF 8 PROPERTY LINE PUMP STATION 5'-8" 10'-0' MIN. 4'-4' GLEN LAKE VARIANCE #12 AND #13 9 R�DENCE PUMP STATION 8'-10" 10'-0' MIN. 3•-2" VARIANCE #11 � Z O 10 RESIDENCE PUMP STATION 5'-5" 10'-0" MIN. 4'--r LINE OF 50 SEPARATION ADJOINING 0 p TO THE WATERS OF GLEN LAKE 11 RESIDENCE FUJICLEAN r-0" 10'-0' MIN.VARIANCE #3 12 PROPERTY LINE FUJICLEAN 5'-9" 10'-0" MIN. 4'-3' V C] N 1 5-9 10-0 MIN. 4'-3 Garage One 5to 7" 13 RESIDENCE FUJICLEAN • � +� Wood Fr e I o DRAWHoWe ' w _ Deck Dock � Props Tan 5, _ 5�80 16 00° E 1 FRO THE KE w --_._w ? PROJECT Q LOCATION U v� s r of di i 1- { I ►b► hu w rl ° w ren 4) J ted�o. - _ ° 289.13-I-G w &BRIDLE PATHTRAIL 3 4 us B:1280 P:26� � 4� :::,,,,.., ..._.. .,• r.< .. , � 74 s CI�s1w0a1arR�� a/ - s. _._ ILL yy�� •}, ,may .�., n HILL f W - s i � o Shed - 9 Gam- _ r - _. -- . A �. r r error, I_ � ,� - __ To Shore r �'5 Q !jl 4 - 3 r 3 I � � Q SAY All �,� -_- IR Glen 0 NEAREST 15 I LOi"KAIINES7 rii 1V 15 _0, 0 1 ( WETLAND) rk 'uA TACK 3 LAK >� Lae"9- l .9 01 DR I = INSTALL NEW FUJICLEAN �.; I i e.sa, (n o MODEL CE 5 o uw y , - One Story Wood Frame - -w l ! R -� Mouse ,... ,, REPLACE EXISTING I - J' W raWls ace U _ J w 'T- SEPTIC TANK WITH NEW o' �- I a'S II� �i _ _-. -,w -r=.w --:w w w -w , DRAWS WATER �o II EFFLUENT PUMP CHAMBER _ FROM THE LAKE s haltWalk� I� §.. :� _ i Qll A Z y y pp ,y p � � o IICQVEgR I t I � � � �.. � MN F e;e�tr, SETBACK - --- Area Il#nd RcJJ x ■ . I,:QF9 N'l/n`J 5 g'A M�L Sq. Feet 1 13LAGuaI:gLd 8416 1 D. 1 -- i v®r 'J y ,. l Apes co �® si C,$' 1QF •1. I � L1Ylll�'�'EPiIIRL i Deck r FirePit WAY - I _moo , „ l .. - ?: 'l 'r7- 80°r8 - t 54.-2 Iidr,#s N qd g 'K/ CAD FILE NAME I ACAD\BUREAU\C-1 n9 Garage �oncr ere 11/' Q SCALE p°rc.ti IRF - ► +� PROJECT LOCATION MAP 1/4" = 1'-0" Lands N/F of I ;, James M. & Mary Jo Whitaker Adjomng Buddmg ��w w +n NO SCALE THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY DRAWS WATER w - �-- I �S.' 11 '± TO Shore AND IS IN RED INK. ONLY SEALS IN RED INK 8:5405 P:242 FROM THE LAKE w " SHALL BE CONSIDERED TRUE ORIGINALS LINE OF 100 SEPARATION `" --__w DRAWING TITLE TO THE WATERS OF GLEN LAKE w w Adjo,n,,,a Deck EXISTING WATER LINES THAT DRAW FROM THE LAKE w (10' MIN. TO SEWAGE DISPOSAL REQUIREWENTS) EXISTING W --`w w Covered Deck � PROPOSED SITE PLAN w —w _wiw SITE PLAN VIP 10 0 w wi 10 5 0 5 10 20 AS—BUILT GRAPHIC SCALE sE � �F, dyj ''"*^•-r' �' � DRAWING No. �" = 10'-0" C_ LL C GRADING NOTES CL BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING SEWAGE DISPOSAL SYSTEM NOTES ~ L 97 EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE C AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR TOWN BUILDING INSPECTOR. 2 A FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS n NNO M f SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS - INDIVIDUAL rr, ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE HOUSEHOLD SYSTEMS APPENDIX 75-A. 53° ---f—6 SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER 14 N R16 CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED N \ GRAVEL. o 3 No. DESCRIPTION DATE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. REVISION N 16 TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER - INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE S GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. - OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE o DETAIL A F � SCALE 1 10 NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING 3" AIR SPACE ABOVE "T" TO TOP OF TANK -a �20 OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND N =3 9 UNLINED DITCHES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE LLI 616 FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 o r a�i '' CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER 0 POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. Z SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. Q m f 2 ca ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A U Z CLASSIFIED BODY OF WATER. ZQ � a GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL (n 0 W HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM = } W 0 m 41 42 SWALES AND DITCHES. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4*0 PVC SDR 26 0 a � N WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: o Q V 25 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1/16" PER FOOT, CAP ALL ENDS. Q a 0 oo J � � o AIX_Z4L A-Y / THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO W 0 P f FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK Q o 0 Ly 0 MAINTENANCE CAN RESULT TEST PIT INFORMATION THE HOME AND/OR SEWAGE OVERFLOW GONTO THE GROUND SURFACE.BACKUP OF THE TANK AND SEWAGE FAI URE TO � N N ° o i 3 4 = co a Z 0 I U I1 DETAIL B PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SCALE � 10 TEST PIT INFORMATION TAKEN - 5 NOV 2020 BY v 3} ;:Wit-" Qo z W 876 SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY -Emu 6 r a�i 48 / �THE SEPTIC TANK. (n s �z r o s � a � MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE �, 2 2 > rn oo 0o s a z � co N 0 N THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR °- x w a �_ a �DRAWN Tp— '� THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS 0 v �Todd Bolzer 6/2/2009 unoRwrmmco MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF C a �► C " x ° CHECKED NORWESCO INC. ST. BONIFACIUS MN HEALTH. TOWN OF QUEENSBURY AND REDESIGN OF THE 0 - ° ° E TITLE 0-20" DARK BROWN LOAMY TOPSOIL w c5 >u-w 6 3 li QA SUBSURFACE DISPOSAL SYSTEM. AND SIGNATURE R REPLACEMENT. � MFc 500 GALLON LOW PROFILE SEPTIC TK 20-46" MEDIUM BROWN REDDISH COARSE SAND W/TRACE LOAM SPEC F CALLY EXC UDES C RTIFICATION FOR FUTURE EXPANSION O DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: [RECOMMENDATIONS RK IS TO BE AS SHOWN & APPROVED 46-74" LIGHT BROWN FINE SAND W/ TRACE LOAM LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW ED AND IN ACCORDANCE SIZE DWG NO REV " RESTRICTORS. OBSERVE WATER CONSERVATION PRACTICES. H MANUFACTURER'S ROOTS TO 22 COMMENDATIONS, TRADE R16j SCALE: 1/1b 500 Low Profile C NO SEEPING OR STANDING WATER SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE SOCIATION PUBLISHED SHEET I of 1 NO MOTTLING LINE PRESENT ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AND AMOUNT OF BUILD-UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND ERALLY ACCEPTED LOCAL TEST PIT INFORMATION TO BE CONFIRMED BENEATH EXISTING PARKING AREA MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE NSTRUCTION INDUSTRY BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET CTICES. PERCOLATION TEST INFORMATION BAFFLE OR SANITARY "T". THE PUMP-OUT CLEARANCES ALSO APPLY TO ANY 500 GALLON HEAVY DUTY PLASTIC EFFLUENT CHAMBER SPECS. TEST PIT INFORMATION TAKEN - 5 NOV 2020 BY CHAMBER IN SHOULD BE PUMPED OUT MULTID OUT R EVERY T TANKS OR TO TANKS IN SERIES. MOST TANKS TWO TO THREE YEARS. MACKENZIE PELTON, EIT - RUCINSKI HALL ARCHITECTURE WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. PT-1 CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A CHAMBER Volume (gal) 1st TEST 0'-53" 3rd TEST 1'-06" DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR !`I kn SCUM BAFFLE B DISINFECTED AFTER BEING PUMPED OUT. 7.05„ Q1 Sedimentation Chamber 198 2nd TEST 1'-03" 4TH TEST 1'-07" �' O 2'-4 Aerobic Contact Filtration Chamber 95 " 2'-3" _2 (2 Anaerobic Filtration Chamber 198 SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES N ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND � r..,ECIRCULATION MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED i 4 AIR LIFT PUMP ® Clarification Chamber 44 BED DESIGN INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. 0 ISINFECTION © Disinfection Chamber 4 O \ / CYLINDER(OPTIONAL) Total Volume 540 DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC �.., SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS bA 4" INLET PIP \ \ DESIGN FLOW - EXISTING 2 BEDROOM RESIDENCE WITH STANDARD POST 1991 OR CLEANERS INTO SINKS OR TOILETS. 4"OUTLET PIPE FIXTURES AT 110 gpd PER BEDROOM = 220 gpd ( ) U �V A 4 A WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC T-74 1-5 MIN SOIL ON SITE SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE / \ REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE-IN. 220 GPD DIVIDED 0.95 GPD\SF = 232 SF OF ABSORPTION BED REQUIRED �-+ c� :5 — SPECIFICATIONS O FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM--EFFLUENT Anaerobic Media PP / PE NEW DESIGN LAYOUT ALLOWS FOR 255 SF OF TOTAL BED THE ABSORPTION N FIELD. .-� INLET BAFFL AIR LIFT PUMP 1 3 Board Type Aerobic Media PVC / PP / PE 4" SOLID MANIFOLD WITH 4" PERFORATED PVC LATERALS ct Aerobic Media PP / PE � a ENTIRE AREA OF STONE BED (8.5'00') TO HAVE 3" WASHED CRUSHED STONE 1-1/2" TO 2" SIZE Blower 2.8 cfm BELOW CHAMBERS WITH A MINIMUM OF 6 WASHED CRUSHED STONE ABOVE THE CHAMBERS 0 O Tank FRP ENTIRE BED AREA TO BE COVERED WITH PERMEABLE GEOTEX11LE OR UNTREATED BUILDING PAPER PRIOR TO O 0 RECIRCULATION PIPE LOW BAFFLE 3/4"AIR INTAKE PLACEMENT OF TOPSOIL. 12" MINIMUM OF WELL GRADED GRANUALR BACKFILL NEEDED BEFORE PAVEMENT FLOW OPENING (TYP.) (CLEANING OPENING) Piping PVC / PP / PE B Access Covers Plastic/ Cast Iron GEOGRID TO EXTEND 5 FEET BEYOND FOOTPRINT OF THE CHAMBERS O (� PLAN VIEW Disinfectant (Optional) Chlorine Tablets UBASED ON FINAL CONNECTIONS AND END PLATES OF INFILTRATOR CHAMBERS THE LENGTH AND WIDTH OF THE FIELD MAY DIFFER WITH MINIMUM REQUIREMENTS TO BE MET AS FOLLOWS: CONCRETE OR STONE - 12 INCHES STONE ON ALL SIDES OF CHAMBERS MARKER ABOVE ALL � 18"ACCESS COVER 18"ACCESS COVERA 18"ACCESS COVER ISINFECTION - 9 INCHES BETWEEN ROWS OF CHAMBERS BURIED COVERS 18"ACCESS COVER GRJD�D RECOMMENDED. (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) TANK SIZING LOW OPENING INLET BAFFLE 12" MIN. OVER OVER INSTALL NEW FUJICLEAN USA MODEL CE 5 - 540 GALLON CAPACITY WITH 500 GPD HYDRAULIC LOAD ALL STRUCTURES 1" NO GARBAGE DISPOSAL OR OVERSIZED TUB IN RESIDENCE #1 DISTRIBUTION BOX 1'-0- 8 1''18 OARD TYPE BY FORT MILLER OR Hyy� HWLy CONTACT MEDIA wL — FROM INSTALL NEW 1,000 GALLON HEAVY DUTY PLASTIC CHAMBER FRO PUMP AS SHOWN SEPTIC 4" PVC EQUAL 22" -— TANK O O O O N ° ALL OUTLET INVERTS PAVEMENT WELL GRADED GRANULAR BACKFILL, COMPACTED ° j°°� TO BE SET AT 9-" TO 95% OF THE STANDARD PROCTOR DENSITY. PEA EXACTLY THE SAME ®� 1 GEOGRID (TENSAR BX1100 THE BACKFILL SHALL CONTAIN NO MORE THAN 10% GRAVEL ELEVATION. 5 24 ® 5-24 GEOGRID MUST EXTEND 5' BEYOND 4 OZ. FILTER FABRIC FINENESS PASSING THE#200 SIEVE. (USE OF SPEED LEVELERS 7 4 AIR LIFT PUMP THE FOOTPRINT OF THE CHAMBERS REQUIRED) ECIRCULATION 4'-08" O 3'-114" �O \ T-114" 3'-114„ 10 i i i DISTRIBUTION B O X /�� �� /� �� /�� /�� / N.T.S. AEROBIC MEDIA //� � 2" MIN. _Z CAD FILE NAME / \ —I �� �� ��� ��/ = ACAD\BUREAU\C-1 200 81 6 0) SCALE AS NOTED AERATION ASSEMBLY I THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY -- 16" AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS SECTION A-A VIEW SECTION B-B VIEW 3" TYP. DRAWING TITLE 77" WIDTN " ^r SEPTIC 1 2°WASHED, CRUSHED STONE 12" TYP. (34" CHAMBERS INFILTRATOR WATER TECHNOLOGIES �3��`�� `� " COMPACT BASE TO A MINIMUM OF 95% 9" BETWEEN EACH ROW) H-2O HIGH CAPACITY CHAMBER SYSTEM R DETAILS �-- FU JICLEAN USA MODEL CE 5 ETU SPECIFICATIONS OF THE STANDARD PROCTOR DENSITY a NOTES TYPICAL BED DETAIL (NOT TO SCALE) ' DRAWING No. C- 2 M V LL a GENERAL NOTES ° INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS 0 LINE OF 100' SEPARATION LEGEND TO THE WATERS OF GLEN LAKE a M PROPERTY LINE CV One story Wood Frame douse I Deck Dock --------------------------- PROPERTY LINE SETBACKS cV a IRS- �_ DRAWS WATER � � _ --_.___ _-_3 0-- --_ __._.. -_- EXISTING CONTOURS � �: -____,, S c FROM TH ° 3 No. DESCRIPTION DATE c 1v, o' - 6�OO,r Lands N/F of N I s Richard Shuren 330 NEW CONTOURS REVISIONS c i -'�--= REPUTED LOCATION OF o B: 1280 P:207 ' (Adjust d 8;- SEWAGE DISPOSAL TERALS 259.13-1-6 E/P EDGE OF PAVEMENT vI - ' - - TO BE REMOVED s - ; 47' ' o >48. eta n ___ o> " o 9wali SITE DATA W N W� CO y _ PROPERTY ZONING CLASSIFICATION: WR - WATERFRONT RESIDENTIAL m w z ul Shed J r--__ _ - 3 �`` a _ -__ _ v ± MINIMUM LOT SIZE: 2 ACRES z s~ N , s f G = .5 To Shore _ _- �e� ° ----_v_ MINIMUM LOT WIDTH: 150 FEET (� M ,� I ' LLI z O I ' ac i o TAX MAP NUMBER: 289.13-1-7 (-- a w pi' W� ; 1S=0' �r'�; _ — z o N z 1T-Q" BgCK I` SETBACKS REQUIRED Z f Zi FRONT 30,-0" 55'-11"� V Q 01 EXISTING 500 G I en SHORELINE 50'-0" 38'-5" o i w' GAL. STEEL SEPTIC �� v Q I � S IDE 15'-0" 15'-0" a Z Z I � I J ; TANK cs. I it I c 1 I I 8 7 J J 55._," FF-se.38� ,a i_ Lake _ _ (13 o i w I REAR 30' 0" 38' 5" F- Of o C m - i ,� I (n U \ " r a_- t `y , one Story "O� _ I MAXIMUM BUILDING HEIGHT 28 -0 20 t o o N I ! Wood Frame r = 63 1 ao� w '-_ House "� 1 MINIMUM PERCENT PERMEABLE 75! 63.871 � ri z t ' '; p to MAXIMUM FLOOR AREA RA110 22% 15.68% o r Q o T a W - w/crawlspace - ' --�_ - DRAWS WATER I - c ��2 5zz _ _ - --- _ FROM THE LAKE 2 - ACTUAL LOT SIZE: 8,416 SF (0.19 ACRES) (� z Q a Asphalt walk _ - =_ -_ 1 ACTUAL FRONTAGE: 51.60 FEET Z a Q�' a z of m 0- x Q a� a / n r e s e s Asphaftwal� 15�-0"SIDE 3!' \� Area ii D°ck EXISTING SITE COVERAGE CONDITIONS ° o Lj_ '_ EreOtr,C Meter �qCK ---''-__-__ A i _ - COMPONENT ��. PERCENTAGE �/ o� «� W 'o v E � IWNF �. 8�416. 1 Sq. Feet -- I �w � � >�w A -I 19 Acres __ � I" ° ,\, I ; I TOTAL SITE 8,416 SF 100.09� ask I - - I _ _ ti i BUILDINGS 1,338 SF 15.90% I I ,I I I I PAVING & WALKS 1,240 SF 14.73% Deck 1 DECKS ABOVE GRADE 463 SF 5.50 WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE GREEN SPACE 5,375 SF 63.87% WITH MANUFACTURER'S V'ny,Fence Fire Pit II �. 72. r f e _ 54�'2„ I RECOMMENDATIONS, TRADE _ I.I TING FLOOR AREA RATIO EXIS 1 00r I _800-_____ ASSOCIATION PUBLISHED p RECOMMENDATIONS AND qd �° 18g "W _ _ COMPONENT GENERALLY ACCEPTED LOCAL a G _ a a nOrete ��— �d - ; I 4 _ TOTAL SITE 8,416 SF CONSTRUCTION INDUSTRY BUILDINGS 1,320 SF PRACTICES. Lands N/F of '�-- - ` I � �� �' James M. & Mary Jo Whitaker Adjoining Building FLOOR AREA RATIO 15.689� VARIANCE #7 �`- = `1 ` �s�; �± B:5405 P:242 TMELAKE _ 11 To Shore 259.13-1-8 MM/ LINE OF 100' SEPARATION '- gdiO;r,;gg Dock VARIANCE REQUEST CHART VARIANCE #4 TO THE WATERS OF GLEN LAKE U VARIANCE # LOCATION 1 LOCATION 2 PROPOSED(FT) REOUIRED(FT) RELIEF(FT) VARIANCE #8 1 PROPERTY LINE DISPOSAL FIELD 4'-9" 10'-0• MIN. 5'-3" EXISTING SITE PLAN covered 2 PROPERTY LINE DISPOSAL FlELD 3'-0" 10'-0- MIN. r-0- Deck 3 PROPERTY LINE DISPOSAL FIELD 2'-3• 10'-0" MIN. 7'-9- VARIANCE #5 1" = lot-on VARIANCE #9 4 PROPERTY LINE FORCE MAIN 2'-7• 10'-0- MIN. 7'-5" O VARIANCE #1 5 PROPERTY LINE FORCE MAIN 1'-0• 10'-0" MIN. 9'-0" ADJOINING QQ 6 GARAGE FORCE MAIN W-10" 10'-0" MIN. 4'-2" 00 VARIANCE #6 R�DEN Ct N N LINE OF 100' VARIANCE #10 7 FORCE MAIN 3'-8• 10'-0" MIN. s'-4" r--+ SEPARATION TO 6 PROPERTY LINE PUMP STATION 5'-8" 10'-0• MIN. 4'-4• ^ '� VARIANCE #2 THE WATERS OF 9 ADJOINING PUMP STATION 6'-10" 10'-0" MIN. 3'-2' F� GLEN LAKE VARIANCE #12 AND #13 R�D°�� �i O VARIANCE #11 10 RESIDENCE PUMP STATION 5'-5" 10'-0" MIN. 4'-T C) LINE OF 50' SEPARATION 11 R�D�1 FUJICLEAN T-0" ,o'-o- MIN. 3'-0• TO THE WATERS OF GLEN LAKE VARIANCE #3 12 PROPERTY LINE FUJICLEAN 5'=9" 10'-0' MIN. 4'-3" V N -9" - " ► V 13 RESIDENCE FUJCLEAN 5' 9" 10'-0" MIN. 4'-3" Garage One Sto 1 7 1 _ O Wood Fr e a Do .� ck O �■-rl ►—a Ho e Deck63 -t- -�-- ' PROJECT a DRA WATE w —w - S 8016100j, w , 3 LOCATION prom T - FRO THE KE E — - p (�/ O f sk, -po w Rizrgad S�en �/ 4) B:1280 LOP:20-- w Dustedo d��- 7 " �� 289.13-1-6 - _ S Y tl e 4 . r '?___ g►' O IV) Lu O sh 3 T .5 To Shore _ v \ 3 �' 14 � - � 1T' r'I - G I e n (NEAREST WETLAND)I I �R � (N p) �rc�a H>Td1.�GIC3I�A �y y� �� C7 - Y N I I ,�I ►-� 15,_ -' irk �N LAK�' I . I O w �' x �I I' B S I I ET ; q� � _ - - - - Lake ALM DR ' '^�. t w i .8 0� III =sa INSTALL NEW FUJICLEAN .3,5 EL CE 5 o� One Sto MOD ao /11 � y -... - - _ s : Wood Frame w aj 1 R i i- I ��I II I .>:�;... ,,,may,." ; W i z�c?� - - � to � �-..�/'.. c�3 / �. -- - f ,�, Mouse STING J' I -�—�, � £ � , REPLACE EXI - - `! �, � �. �, f, �'. -. airt s - �► -C - �- w ravels ace w /c I' i O '^� �w —w —,'w --.w —'w w w w -3 ---_ �', SEPTIC TANK WITH NEW I I - _- ' _ DRAWS WATER -- T PUMP CHAMBER � l Q �! � � I --_ FROM THE LAKE , Asphalt Q7 - ,' --_____ � � � .., i .. :,✓s. ; ,,� ` �i,�C_. �I1d R�3Ck =. z SIDE --- � E - I Area � o � unterb re _ _ I I I I I I Flectr,c q CK -"__ I I � i' I_. d�, xs yi.� >�>� � BLAt�BERRY LA y ft M,NF Meter --_ `. m:' I _ 84 16. 1 1 Sq. Felt 19 Acres t Sphar -_ t W alko <.� pyap 1 uVin M. Deck Vm I F fire Pit 1 A "% g a v { Sid itgVa /IJ _ '� I, CAD FILE NAME ftrr 14d`lu�s� 8g w >- c ACAD\BUREAU\C-1- _7 o Adf.'Or09 Gar COncre - ^'` —��_ G� \ \ !I ! II Q SCALE 1 4" = 1,-0" age to % �\ +, PRO�,ECT LOCATION MAP / NO SCAL[ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY Lands N/F of James M. & Mary Jo Whitaker Adjoining Building w w _W _ AND IS IN RED INK. ONLY SEALS IN RED INK DRAWS WATER w 1 w 1 \s> 11 '± TO Shore SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE B:5405 P:242 FROM THE LAKE w _ 289.1 3 i-8 LINE OF 100' SEPARATION W w / �—_w —. ._W _�w gdjoinmq DOCK EXISTING WATER LINES THAT DRAW FRON THE LAKE TO THE WATERS OF GLEN LAKE wV (10' MIN. TO SEWAGE DISPOSAL REQUIREAENTS) w °Veed EXISTING PROPOSED SITE PLAN —w —w --we-�w _ _ ���F ��-=t rg SITE PLAN 1" = 10'-o" W W w _w 10 5 0 5 l O 20 ti . �{ d_I AS—BUILT .<, I%RAPHIC SCALE , , =s, DRAWING No. = 10 -o C- 1 L