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1.6 f. .01, 1.6 WASTEWATER-SEWER\Set PH1Tarrant—System Components—Absorption Field Force Main Pump Station Septic Tank to Lines Well Lake House—In APA-3-21-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF ROBERT AND JEAN TAR]LZANT RESOLUTION NO.: 2022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Robert and Jean Tarrant have applied to the Local Board of Health for variances from Chapter 136 to install a new enhanced treatment on-site wastewater treatment system with its components proposed to be located as follows: 1. Absorption field to be 89' from the westerly well in lieu of the required 100' setback; 2. Absorption field to be 92' from the Lake George shoreline in lieu of the required 100' setback; 3. Absorption field to be 17' from the new house in lieu of the required 20' setback; 4. Absorption field field to be 2' from the northerly property line in lieu of the required 10' setback; 5. Septic tank to be 5' from the house in lieu of the required 10' setback; 6. Septic tank to be 5' from the property line in lieu of the required 10' setback; 7. Pump station to be 40.5' from the Lake George shoreline in lieu of the required 50' setback; 8. Pump station to be 5' from the house in lieu of the required 10' setback; 9. Pump station to be 5' from the property line in lieu of the required 10' setback; 10. Force main to be 4' from the house in lieu of the required 10' setback; and 11. Force main to be 45' from the Lake George shoreline in lieu of the required 50' setback; on property located at 308 Cleverdale Road in the Town of Queensbury, NOW, THEREFORE,BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, April 4 h, 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Robert and Jean Tarrant's sewage disposal variance application concerning property located at 308 Cleverdale Road in the Town of Queensbury (Tax Map No.: 226.12-1-82) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. Duly adopted this 2 1"day of March,2022,by the following vote: AYES NOES ABSENT: 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering PLLC Phone: (518)745-0307 Fax: (518)745-0308 AJW�, Oil- March 9, 2022 r' . Town of Queensbury Local Board of Health �`742 Bay RoadQueensbury NY 12804 � �Q,g� sdF Cb Re: Robert &Jean Tarrant—308 Cleverdale Road —Sandy Bay—Lake Geo g CO Septic Variances Tax Map ID: 226.12-1-82 Dear Supervisor Strough and Town Board Members: This office represents the Tarrant family with respect to their tear-down and new home construction project and a new enhanced treatment on-site wastewater treatment system at their 308 Cleverdale Road property, which has 61-ft of lake frontage upon Sandy Bay, Lake George. The property has a camp with 4-bedrooms, which was built in the late 1800s and has been owned by the applicants and previous family generations for many years. The camp is in a condition such that it is not financially feasible to perform the extensive repairs needed, such as the pier foundation, thus the applicants desire to tear-down the camp and build a new, smaller 3-bedroom home. The new building will be situated slightly further away from the shoreline and will be zoning compliant aside from the 50-ft shoreline setback. Presently, the camp has an old wastewater system, which we suspect is a cesspool, situated at the northeast corner of the camp, approximately 40-50 feet from the shoreline. It is proposed to remove the cesspool as part of the project and to install a new Puraflo® Peat Biofilter on-site wastewater treatment system on the roadside of the parcel. Given the site and neighborhood constraints, it is not possible to install a compliant absorption field upon the parcel, therefore several variance requests to the Local Board of Health are requested for the project. These requests are itemized on Sheet S3 of the project plans and consist of: setback relief for the Septic Tank, Pump Station and forcemain (shoreline, property line and house) and setback relief for the fill associated with the new absorption field (shoreline, house, northerly property line and westerly neighboring well). Please note that the location of the stone absorption bed is compliant the required setbacks; it is the locations of the fill and walls for the absorption field to which the setback relief is requested. We respectfully request that this application be placed upon the Town Board's meeting agendas for the March meetings. It is our clients' goals to pursue the necessary Planning and Zoning Board approvals this spring and to begin construction after Labor Day of this year. Please contact .me with dhy questions that you may have or if you would like to perform a site visit. Thank you for your assistance with the project. Best re Lucas W. Dobie, P.E. Associate/Partner—Design Engineer Hutchins Engineering PLLC 60 Office Use Only. SEPTIC VARIANCE Permit#.-- -. APPLICATION Permit Fee.. - — Town or(juccnctWrY Invoice;#•. — -- -- -- 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 wawv.aueensliti&hdt Approvals:__ --- Submittal- 1 (one) original &8 copies of the completed application package PLEASE-PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1• Contact Information: Property Owner(s):. ..Robert &_Joan Tarrant owner's Agent: Hutchins:Engineering. PLLC Address:_41 Cliffside Drive Address:. 169 Haviland Road Saratoga Springs,__NY Queensbury, NY 12804 Phone#:_ 518461-8715 Phone#: 518-745-0307 Email:tarrant93@aol.com /jttarrantftmall.com Email: Iwdobie@hutchinsengineering.com Section 2•. Site Information: Site Address:: 308 Cleverdale Road rax ID#: 226.12-1-82 Directions to Site: ___ Section 3• Distance from well on property to septic system(if applicable) feet Section.4• Is it possible to install a conforming septic system on this property? ❑Yes 0 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 -® No If NO,'please explain: F %44 'rl Section 6: 1,1f,0r2 J-Y w4L� 3o7G1,�✓ it'�J�91 ` i9�F i9-r Is the proposed system to be installed under a parking area? ❑Yes ❑0 No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.):please see plans for detailed list Septic Variance Application Revised December 2021 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: North Name Joseph Potvin Address 3753 State Route 4 Hudson Falls NY 12839 Tax Map ID 226.12-1-81 South Name Carol B. Wright Address 624 Pleasant Valley Road Berne NY 12023 Tax Map ID 226.12-1-83 East Name Lake George Address Tax Map ID West Name Michael Craft / Charles Eafrato Address 2 Terrie St Ellenville NY 12428 / 14 Mercer Tax Map ID 226.12-1-9 / 226.12-1-8 ' Section 9• OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 30$ I/We realize thhat putting the well, septic tank or leaching system less than the required Ifb feet N�.r from the t may increase the ,risk /of pollution. Owner—Print Name: Owner—Signature: - Date: Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:Charles Eafrato 307 Cleverdale Rd . I/We realize that putting the well, septic tank or leaching system less than the required 100 feet from the leaching system may increase the risk of pollution. Neighbor/Tenant—Print Name: Charles Eafrato Neighbor/Tenant-Signature: Date: Z� 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 agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Robert & Jean Tarrant Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 308 Cleverdale Rd. Tax Map#: 226.12-1-82 Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner, Applicant and his/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 submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from 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 shall 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: OWNER—PRINT NAME: Robert Or can Tarrant OWNER—SIGNATURE: i DATE: l � AGENT—PRINT NAME: Lucas W. Dobie, P.E. AGENT—SIGNATUR • e DATE: I Septic Variance Application Revised December 2021 1.1 AT tl� lkz#r err. ,:; 2 , u MAX r� u *-®r21 AE Qu @ ` mow$ man g ash rp a m .� over et A at ae. ppyyC She r f [ o e r e an arr an 5" 'r,". J � ;��i'i"►f;# �� u.ee!u�s'9a..-:c+�� .w�t2 .tu.A,tRm'f f t rsi f . 4 •� Fr �..3.r. r`t y p7'Ar� s*s°xt li�6 ! A ear � own f3q,k« ;s:mg dw�Tl �A M LOCATION MAP srTE LocarroN W 0 on u on ~ NEIGHBORHOOD MAP SITE LOCATION DRAWING LIST OWNERS & APPLICANTS 308 evera eRoadROBERT & JEAN TARRANT SURVEY41 CLIFFSIDE DRIVE S 1 - EXISTING CONDITIONS SARATOGA SPRINGS, NY 12866 ENGINEERING PLANS Sandy a - Lake George Town Board / Local Board of Health S2 - EXISTING CONDITIONS - DEMOLITION PLAN Submission for Septic Variance S3 - SITE PLAN - PROPOSED CONDITIONS Town of ' March 9 2 0 2 Z S4 - WASTEWATER DETAIL SHEET Warren County S5 - CONSTRUCTION DETAIL SHEET (NOT SUBMITTED FOR W/W VARIANCE) New York S ZONING REQUIREMENTS Tax Map 226 . 12 - 1 - 82# S WR - WATERFRONT RESIDENTIAL MINIMUM LOT SIZE: 2-ACRES SHORELINE SETBACK: 50' (50' MIN. OR AVG. OF 2-ADJOINING NEIGHBORS, WHICEVER IS MORE RESTRICTIVE, NORTHERLY NEIGHBOR: 27'±, SOUTHERLY: 34'±) FRONT SETBACK: 30' SIDE SETBACKS: 15' (LOT WIDTH < 50' LESS THAN OR EQUAL TO 60') (AVERAGE LOT WIDTH = 60.0') REAR SETBACK: 30' MAX. BUILDING HEIGHT: 28' (16' FOR ACCESSORY STRUCTURES) 291791-01 PERCENT PERMEABLE: 75% Robert & Jean Tarrant MAX. FLOOR AREA RATIO: 22% 308 Cleverdale Rd Sandy Bay - Lake George �1 a Du s erg Steves Land Surveyors 169 Haviland Road Queensbury, New York 12804 (518) 792-8474 New York Uc. No. 50135 Dig Safely, New York Hutchins Engineering PLLC 0 Call Before You i Wait T%e Regalred TNne 169 Haviland Road ■Conli m utility Response ■Respect The Marks ■Dip wHh Care Queens bury, 04 800-962-7962 (518) 745-0307 Phone (518) 745-0308 Fax www.digsaWymwVork.com Map References Map of a Topographic Survey made for Lee Potvin Dated: December 29, 2003 By: Van Dusen & Steves Land Surveyors Map of a survey of Lot No. 15 of Ripley's Point Dated: April 11, 1940 By: George F. Chism Deed Reference Lands N/F of Joseph & Carolyn Potvin Robert L. Tarrant U.P.NM38 B:1442 P:13 TO 22G.1 2-1-81 Robert L. Tarrant & Jean T. Tarrant 340� Dated: December 21, 1989 Recorded on: January 05, 1990 340 B:779 P:261 IRF / Adjoining House F �� h S 85048 45B E o 4 W I Wlre Fence J 177.02' Gara � ) 1 '± To Shore W u ge / `o- ( / r ! Area qR Co �104Z-214 1 Sql Felt n '. °°} // A res I I W NI ( I O/ 330 m B.M.Top Nall Paco Remains j� TWO Sto m Root=337.00' Story wood Frame House ®Well Casing TWO S Concrete Walk t0 -_ rY Wood Frame House I,_ w(/ Concrete alk M � I Concret w/Wood Cover/ � � •" c O I •=330.I _ I CIRF She ' ~ � / I � - Dock � N 165•y5 Sla e Walk 45.0:t N 8 ° 1 ' d"'" all ✓ 0 61 '± Along Shore w N +I8 / / m.—3.5'± To Shore1-4 Adjoining Garage IP +I ; I / ' N 43 wood Cov4r I Adjommg House / CO Dock Noyes: Lands N/F of l I.) THI5 MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF Carol B. Wright & TITLE OR AN UP TO DATE TITLE REPORT AND 15 THEREFORE SUBJECT TO Paul J. Scilipoti ANY STATEMENT OF FACTS SHOWN THEREON. B:5770 P:68 2.) PARCEL 15 SUBJECT TO ANY EASEMENTS OF RECORD. 22G.1 2-1-53 3.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 4.) THIS MAP 15 COPYRIGHT© 2021 VAN DUSEN*5TEVe5 LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. 5.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF U.P.NM37 INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. Legend G.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). CIRF Capped Iron Rod Found 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. IRF = Iron Rod Found 8.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS,TITLE OR IPF = Iron Pipe Found INTEREST THE TOWN OF QUEEN5BURY AND THE PEOPLE OF THE STATE OF NEW -0- U.P. = Utility Pole YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, = Overhead Utility Wire TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. Date: June 04, 202 I u 'UNAUTRINGADCEN5ETION 5URVEYOR55R ADD17ION TO ASRRVEY Scale I11=201 MAP BEARINGARCENSED LAND SURVEYOR55FPLISA Map of a Topographic Survey made for VIOLATION OF SECTION 7209.5UB-DIV154ON 2,OF THE NEW YORK STATE EDUCATION LAW.' S ONLY COPIES FROM THE ORIGINAL N THIS SURVEY MARKED WITH AN ORIGINAL OF THE THE LAND SURVEYORS TH15 SHALL BE C5 PREERED I BE VAR°TRUE COPIES.' Robert & Jean Tarrant S- 1 'CEKTIFICATION5 INDICATED HEREON 51GNtFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WTRI THE Land Surveyors EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW PORK STATTE ASSOCIATION Of PROFESSIONAL LAND 5URVEYOR5.5AID CERTIFICATION55"N1 RVN ONLY TO THE PERSON FOR WHOM THE SURVEY 15 PREPARED.AND SHEET 1 O F 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 TO THEAGENC ANDLENDINGIHELENDINRSTED"ERE°N.AND Town of Queensbury, Warren County, New York � , TO THE l551GNEE5 OF THE LENDING INSTITUTION.' TARRANT (518) 792-8474 New York Lic. No. 50135 1 1 NO. DATE DESCRIPTION DWG. NO. 2 1-108 C3G04 22G.1 2-1-82 EXISTING FLOOR AREA RATIO ZONING REQUIREMENTS PARCEL AREA= 10,406 SF ZONE- WR(WATERFRONT RESIDENTIAL) 61J- 22%ALLOWABLE F.A.R. MINIMUM LOT SIZE-2-ACRE ALLOWABLE FLOOR AREA=2289 SF FRONT SETBACK- 30' EXISTING HOUSE FOOTPRINT= 1175 SF SIDE SETBACKS- 15' (AVG. LOT WIDTH <50; LESS THAN OR EQUAL TO 60') k ' i FIRST FLOOR AREA= 1175 SF . ` l (AVG. LOT WIDTH=60.0) SECOND FLOOR AREA=825 SF REAR SETBACK- 30' p s _ ��;�' (FROM ASSESSOR REPORT) 1 ` 00. _ SHORELINE- 50' - - -- y PORCH AREA-270 SF , .. F� _ (OR AVERAGE OF 2 ADJOINERS, WHICHEVER IS MORE RESTRICTIVE) �y 226 12-1-81 _ GARAGE AREA-365 SF ! , I I SHED=220 SF (NORTHERLY NEIGHBOR =27.+, SOUTHERLY NEIGHBOR=34'f 226. 12-1- 0 U.P. MW � �y 310 Cleverdale Road LOT WIDTH- 150' 311 Cleverdal Road �i`�'!y Lands N/F of TOTAL FLOOR AREA=2855 SF Lands N/F of I ��C Joseph & Carolyn Potvin FLOOR AREA RATIO=27.4% ROAD FRONTAGE- 150' Bray \ B:1442 P:13 + MAXIMUM BUILDING HEIGHT-28' f MINIMUM PERCENT PERMEABLE-75% w HOLDING TANK \ �i AdjoininGj House �� MAXIMUM PER BLDG PERM.REPUTED FLOOR AREA RATION-22%-- - UNKNOWN 'I ' _ .. -. 89-528 COMMUNITY V � WiW SYSTEM; y , — WATER SUPPLYLLJ -• REPUTED LAKE WATER SUPPLY .. `• ' , 226. 12-1-9 - ^� - T 309 Cleverdale -- "' W EXIST.W Iw SYSTEM Ro I \ �� TO SE REMOVED Lands N/F of l � , �.�, LOCATION MAP s TE I OCUTON Craft ( wire Fence _ 177 D1 6 U Garage 371 /.4 IW P.SETBACK / 1 '± To Shore - r ES IM14?ED 15'SIDES \ � I I E�ISTING ( �� W/ SYSTEM / UNKNOWN REPUTED I 5 338/ r E7<BAC -. — _ ' \ TO BE REMOVED I W/W SYSTEM COMMUNITY W 226. 12 1 82 308 C everdale Road J I WATER SUPPLY o /rI I \ �' -�-- Conc, Sa l o Lands of I \ r/ / / j 110406. q. Feet ° Ic Robe�t & Jean Tarrant rlj / 0.2 Acres I I B;779 P:261 EXIST.PORCH _'-38.5/_� / I / 0) TO BE REMOVED B.M P N Patio Remains 3 , EXIST,STEPS in J R h I / I Root- 37.00 / c�j TO BE REM V OVED oat Lake o(Jrje w ell Casing / I LA WATER ° W uPPLY George Sandy a °: e ° n 4 L o O / I / I ` ° ° °. .d a onc�ete Walk` . ' I� Two cJ' to W BCl v W I / °. ood Frame hous 1 J o Concre te' alk J e U m (n Wlwood C e I / -Concrete over / � e I aQ IV SIDE SETBACK(I�) --4 e i F F. E c .= v330. I& : d P.L SETBACK W/W)`a'a" ... .. - .. — <• o _ EXIST. ALK 37.51± ^i > �b p W CIRF ' Shed TO SE REMOVED Dock 226. 12-1-8 307 Cleverdale Road / Slat �,�y �O Walk / 45.0 Lands N/F of °I 165.95. / Retakii{n Eafrato / W, J h' °31 4 gam+ ' SEPTIC IN I 85 W �329 EXIST.WALK =� 1 i 61 ± Along Shore 3y� � / � \ "� TO SE REMOVED REAR PER �, I tib 3.51± To Shore BLDG PERM ge. Adljoining Gara ��` EXIST.SHED �y/ TO SE REMOVED N M.H W EL.320.2 L Irj Wood Cover' l / j ❑ Ado h 9 In'n 1�A I"7 ESTIMATED 226. 12-1-83 ouse / Dock v� I / EL �1 / W/W SYSTEM 0 PR A, O� 304 Cleverdale Road / / / 1 �j �i. V „ �r('� Lands N/F of Carol B. Wright & OR Paul J. Scilipoti y B;5770 P:68 REPUTED R CO / LAKE WATER O SUPPLY O`T N EXISTING CONDITIONS & DEMOLITION PLAN TAX MAP # 226.12-1-82 SITE DEVELOPMENT DATA SITE SETBACKS SCALE: 1"--10' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SITE AREA, REQUIRED FOR EXISTING MOST GRAPHIC SCALE 0.24-AC(10,406 SF) WR ZONE HOUSE RESTRICTIVE 5 0 2.5 5 10 20 EKIS77NG SHORELINE 50' 37.5'(PORCH) 30.0' { IN FEET ) IMPERVIOUS (PORCH STAIRS) COVERAGE 1.0' NORTH SIDE 20' 15.0' GARAGE HOUSE 1175 SF (GARAGE) GARAGE 365SF SOUTH SIDE 20' 9.51 1.5' 0 ISSUED TO"_TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 31912022 (SHED) No. I Revisions Date PORCH 270 SF FRONT 3U' 84.0' (GARAGE)SHED 220 SF GE) EXISTING CONDITIONS & DEMOLITION PLAN MAP REFERENCES prepared for WALKS&STAIRS 74o SF SUBJECT PARCEL Robert& Jean Tarrant BASE SURVEY INFORMA 77ON TAKEN FROM "MAP OF A Dig Safely. TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN TARRANT..." 308 Cleverdale Road - Sandy Bay - Lake George Hew/.York TOTAL IMPERVIOUS 2770 SF PREPARED BY. VAN DUSEN & STEVES LAND SURVEYORS, Town of Queensbury, Warren County, New York ■Call Before You Dig QUEENSBURY, NY. DATED: JUNE 4, 2021 ■Wait The Required Time PERCENT IMPERVIOUS 26.6% aY1 D u a e, ■Confirm Utility Response a; h Drawn: LWD Checked: GTH Scale: 1"=10' Date: 10/14/2021 e Respect The Marks NORTHERLY NEIGHBORING PARCEL Steve s ■Dig WM Care PERMEABILITY 73.4% "MAP OF A TOPOGRAPHIC SURVEY MADE FOR LEE POTVW..." 16n Hovi, N Road �+ 800-962-7962 PREPARED BY- VAN DUSEN & STEVES LAND SURVEYORS, Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 291791-�1-S2 wwwM9safeiynawjwk.00nl QUEENSBURY, NY. DATED: DECEMBER 29, 2003 189 Hartland Road Qaeenabw7, Now York 12N4 BY A LICENSED PROFESSIONAL ENGINEER Hutchins Engineering PLLC (518) 745-0307 Phone (513) 792-3474 New York uo. No. 50136 IS A VIOLATION OF NYS EDUCATION LAW. gi 9 (518) 745-0308 Fax SITE SOILS DATA EROSION & SEDIMENT CONTROL NOTES 1�` ' •TEST PITS BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND t L� 1 EI,1 DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE TP-1 - 7/6/21 BY. L.W. DOBIE, P.E. t A 1 lv INSTALLED AS SHOWN ON THE PLAN. GARAGE SOUTHWEST OF PROP. ABSORPTION FIELD 1t Ev v • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM 0-8" TOPSOIL/GRASS 3crq0 EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION 8-36" RED-BROWN FINE LOAMY-SILTY SAND oR �t - l�j CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR 36-50" BROWN SILTY LOAM, MOTTLED GO SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY I 1 BOUNDARY CONDITION 036" oR CORRECTED. ROOTS TO 36" 0ry ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN jj 7-DAYS OF COMPLETION OF WORK IN THE AREA. ONLY AREAS s`�'� DOCK WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR 226. 12- 1 -81 __. ___ MORE THAN 7-DAYS, ONCE CONSTRUCTION IS COMPLETED IN THESE ,p- AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. (+ Yy 310 Cleverdale Road 226. 12-1- 0 U.P. 1�,IIM38 Lands N/F of WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR �r �► 311 Cleverdal Road I' ;011 �y� Joseph & Carolyn Potvin WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH Lands N/F of J `�� B:1442 P:13 EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT Bray DEVOID OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A Adjoining r10U5e PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA HOLDING TANK ` UNKNOWN PER BLDG PERM.REPUTED PROP.NATURAL BOULDER WALL _ .. AN0/0R EROSION CONTROL MEASURES PROPERLY INSTALLED TO COMMUNITY W/W SYSTEM T-4,5'EXPOSED HEIGHT PROP.1250GALTRAFFIC U - - ----- PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE 89-528 RATED DUAL COMPARTMENT lJJ TER SUPPLY WA \ ` PROP.IT x 3W'STONE � �3qp• SEPTIC TANK REPUTED � PROTECTIVE COVERINGS INCLUDE. NATURAL MULCH OF A DEPTH OF _ ABSORPTLON BED, INSTALLED IN STABILIZED FILL PROP.low GAL TRAFFIC LAKE WATER 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS SUCH AS RATED SEPTIC AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES. m / p h PROP.PURAFLO® PROP.2 PVCSDR-26 SUPPLY / "� FORCEMAIN, DUPLEX PUMP STATION DECK • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT / ` W / PEAT FIBER BIOFILTER 3 T COVER R POSITIVE DRAINBACKTO PUMP STA. CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND PROP.GUTTER MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE PROP.ROOF GUTTER DOWNSPOUT to TO BE LEFT FOR MORE THAN 7-DAYS. 226. 12-1-9 09 Cleverdale RO , , ; / \ ALONG EAVELINE SPLASHPADNO �� THAN LAND DA�S WITHOUT A PROTECTIVE COVERING SECURED PLACED N / c� Lands N/F of , : l s048 5�� Craft W:re Fen e N a' OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES Q 177 02- ,o , Tb PROPERLY INSTALLED. Garage _ 327 3z1 /3 b'� �' • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 p r P, / y T I �' 1 ± TO Shore & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, U �CK IW) _ p 0 ,���;00, 6 j EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP ' �� .... � �f I I z o COVER OR AN EXTRA HEAVY LAYER OF MULCH. 1 S'pESETBACK FM / • ANY AREA OF REVEGETATION MUST EXHIBIT A SURVIVAL OF A Iy SY TE �► A/V REQ'p f` i MINIMUM OF 80% OF THE VEGETATION THROUGHOUT THE YEAR UNKNOWN REPUTED W 5'± 33�/ ,,�226'12-1 - 2 - FM _ ea % FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS W/W SYSTEM COMMUNITY _ 8 Cverdal Rod N - _ F / C w .,, -__F -___ 10406.7 Sq. eel REQUIREMENT. WATER SUPPLY d / I (o LandS O " I �. " - i ' THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE / o I / , - , - ��.. 0.2 Acres / x N pI C bet A Jean ar ant I " cn " �` h .- k CATIONS FOR EROSION AND SEDIMENT CONTROL y ----- o r- I B:779 P: 1 I t OSEDI - / f� x STANDARD BLUE BOOKIFI go V "�!' �� '"� j+i SIW I Boat Lake ��� �� �,� � ��M�AREA' B t h �I �m 'I < OUSe _, I � , M �l ell Casing � � -+ 1 _ I �� � ��l �H� 1 � � �;' LA� WATER - ��� _D __ -._..__._ __ _ _ ` w, i I SUPPLY ' ` Sand f4 - __ ._. _ = ! �• A- •T• j ! 'x;, PROP.SHALLOW VEGETATED �, ' XGeorge DETENTI N LAWN AREA D 1� 89' A�V RE ' G O STORAGE VOLUME=115 CF .\ I IN fa r, 1 i s FI a. /�� PROP.SHORELINE _ 1' �� $ I Q 3 RD8 3527 ' ? IF•L~ ._i y PLANTINGS -.,.,„ 96.6' MA' J. Wt 325.5 - _ YJ - - E --� r y. os� I I _ _ SEPTIC VARIANCE SUMMARY L D s E �! F :j sETsacK B T 339.b7: - - _ ___ `� � _ � � _ 1 ) � . � •- _.�ss raw.� ;�..;- - I ch 10 P,L•� ' / 1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD / S� CK( I ,,: ,r g ^ _ 3`a y 100'REQUIRED 89'PROPOSED FOR TOE OF FILL 6. SEPTIC TANK TO PROPERTY LINE +i / -OQ - - i0'REQUIRED o �� �y ,� ,� •,� _ - Dock 11'OF RELIEF REQUESTED _ ? •, ,L• �, ` / '�/ 35,g �.� ABSORPTION BED MEETS 100'WELL SETBACK 5'OF LIEF REQUESTED N cII� � �T 226. 12-1-8 _ _ _. _' `` O SHO 3 7 Cleverdale Road , ;, _ i '. l �► _. �/ 38'6, R�LINE 1. ABSORPTION FIELD TO SHORELINE 0 e 30 91�-A/ 3z6 / PORCH T 100'REQUIRED � �� 7. PUMP STATION TO SHORELINE Lands N/F of + PROP.RELOCATED 8� ' Reta ,n@ + >� O SHORELI 92'PROPOSED FOR TOE OF FILL 50'REQUIRED Eafrato -� 4; • 29 x, NE 40.5 PROPOSEDF-ORPUMPSTATION RECONSTRUCTED SHED, /3 ,��, 85 31 4�'' W 1 61 ± Along Shore 8 OF RELIEF REQUESTED 100 SF MAX. / 3� / / ti ABSORPTION BED MEETS 100'LAKE SETBACK 9.5'OF RELIEF REQUESTED SEPTIC IN V 141%.P.L.SETBACK �, 3� / ti '�� 3.5'± To Shore REAR PER Ad OI �' �, ,j, , ti , 8. PUMP STATION TO HOUSE BLDG PERM. J n I ng Ga ra e j "�+ / / '� \ w / PF 3 ABSORPTION 20REQRED FIELD TO NEW HOUSE , / PROP.SHORELINE 10 REQUIRED 95-373 9 Ij PROP;NATURAL BOULDER W ALL I +i PROP.ROOF GUTTER' a PLANTINGS 1T PROPOSED FOR TOE OF FILL 5 PROPOSED FOR SEPTIC TANK 2-4.5 EXPOSED HEIGHT ALONG EAVELINE , ' / o N ~ �, I M.H W EL.320.2 3 OF RELIEF REQUESTED 5'OF RELIEF REQUESTED / M PROP.SEDIMENT ti ry ABSORPTION BED MEETS 20'HOUSE SETBACK PROP.FLAGSTONE W ALKW AN l = PROP.STONE STEPS CONTROL FENCE MP.) / PROP.SHALLOW VEGETATED 9. PUMP STATION TO PROPERTY LINE PT.FOR MEASURING BLDG HT. I DETENTION LAWN AREA, 10'REQUIRED STORAGE VOLUME=65 CF 4, ABSORPTION FIELD TO NORTHERLY PROPERTY LINE PROP,FLAGSTONE W ALKW AY / ) 10'REQUIRED 5'PROPOSED FOR SEPTIC TANK Wood Cover 2'PROPOSED FOR TOE OF FILL 41 0 5'OF RELIEF REQUESTED Ad of n I n DOWNSPOUT>� Dock 8'OF RELIEF REQUESTED 44 10. FORCE MAIN TO HOUSE ESTIMATED 226. 12_1 -83 9 house SPLASHPAD / I ABSORPTION BED MEETS 10'P.L.SETBACK , WASTEWATER SYSTEM SETBACK SCHEDULE W/W SYSTEM 304 Cleverdale Road / 4'PROPOSED FOR FORCEMAIN REQUIRED Lands N/F of 5. SEPTIC TANK TO HOUSE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEDRGE Carol B. Wright & 10'REQUIRED 6'OF RELIEF REQUESTED Paul J. Scilipoti REPUTED 5'PROPOSED FOR SEPTIC TANK 11. FORCE MAIN TO SHORELINE B:5770 P:68 LAKE WATER 5'OF RELIEF REQUESTED 50'REQUIRED SEPTIC TANK, SUPPLY 45'PROPOSED FOR FORCEMAIN PUMP STATION, lo' $o' la' iU' So' BUILDING HEIGHT CALCULATION FORCE MAIN 5'OF RELIEF REQUESTED ABSORPTION FIELD 28'MAXIMUM ALLOWABLE BUILDING HEIGHT (TOE OF FILL) 10 100 10 20 100' PROPOSED SITE PLAN -EXISTING GRADE AT LAKESIDE RIDGE=327.5t TAX MAP # 226. 2-1-82 SCALE: 1"=10' -FINISHED GRADE AT LAKESIDE RIDGE=324.8 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED SITE DEVELOPMENT DATA 34't (CONTROL GRADE, BELOW PORCH) PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. GRAPHIC SCALE -MAXIMUM RIDGE ELEVATION=324.8+28'=352.8 0.245 (o,06 SF) 5 0 2.5 5 1.0 20 MINOR STORMWATER REQUIREMENTS ( IN FEET ) FIRST FLOOR TO RIDGE MEASUREMENT:21'-10"=21.83' EXISTING CHANGE IN PROPOSED TOWN OF QUEENSBURY MINOR STORMWATER CONTROL VOLUME REQUIREMENT: (FROM ARCHI TECTURALS) IMPERVIOUS IMPERVIOUS IMPERVIOUS 1.5 GALS/SF OF NEW IMPERVIOUS AREA FOR PROJECTS WITH LESS THAN -FIRST FLOOR ELEVATION=330.67 COVERAGE COVERAGE COVERAGE 15,000 SF OF DISTURBANCE OF DISTURBANCE -780 SF NET DECREASE IN SITE COVER-NEW SMPs NOT REQUIRED -RIDGE ELEVATION= 352.5 HOUSE 1175 SF (515 SF) 660 SF PROPOSED FLOOR SITE SETBACKS FOR REDEVELOPMENT PROJECTS,PROVIDE MITIGATION MEASURES AS FEASIBLE, CALCULATED BUILDING HEIGHT=352.5-324.8=27.7' 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3/9/2022 GARAGE 365 SF ---- 365 SF AREA RATIO SIZED FOR FIRST 112"RAINFALL FOR IMPERVIOUS AREAS. N o. Revisions Date PORCH 270 SF 80 SF 350 SF REQUIRED FOR PROPOSED MOST PARCEL AREA= 10,406 SF PROPOSED 1990 SF OF TOTAL SITE IMPERVIOUS COVERAGE PROPOSED SITE PLAN WR ZONE HOUSE RESTRICTIVE 22%ALLOWABLE F.A.R. 1990 SF x(0.5"/12)=83 CF OF STORARGE SHED 220 SF (220 SF) ---- 35.3' ALLOWABLE FLOOR AREA=2289 SF prepared for SHORELINE WY 38.6'(PORCH) (PORCH STAIRS) TWO PROPOSED SHALLOW VEGETATED DETENTION AREAS NEAR SHORELINE WALKS, STAIRS, WALLS 74o SF (125 SF) 615 SF Robert & Jean Tarrant NORTH SIDE 20' 16.0' 1.01 FIRST FLOOR AREA=662 SF -SOUTHERLY AREA TO PROVIDE 65 CF OF STORAGE �� �Safel ■ (GARAGE) SECOND FLOOR AREA=485 SF -NORTHERLYAREA TO PROVIDE 115 CF OF STORAGE 308 Cleverdale Road - Sandy Bay - Lake George y PORCH AREA =350 SF - 180 CF OF TOTAL VOLUME TO BE PROVIDED Town of Queensbury, Warren County, New York NewPYork TOTAL IMPERVIOUS 2770 SF (780 SF) 1990 SF 15.4' SOUTH SIDE 20 15.4 GARAGE AREA=365 SF ■Call Before You Dig (HOUSE) MAP REFERENCE v 0•n u'g @j2 Drawn: LWD Checked: GTH Scale: 1"=10' Date: 10/14/2021 ■Wait the Required time PERCENT IMPERVIOUS 26.6% (7.5%) 19.1% ■Confirm utility Response BASE SURVEY INFORMATION TAKEN FROM "MAP OF A Steve s 169 Haviland Road ■Respect The Marks FRONT 30' 96.6' 6'S TOTAL FLOOR AREA= 1862 SF TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN Queensbury, NY 12804 ■Dig With Caro PERMEABILITY 73.4% 7.5% 80.9% (GARAGE} Land Surveyors 291791-0 -53 800-962■7962 FLOOR AREA RATIO= 17.9% TARRANT_" PREPARED BY: VAN DUSEN & STEVES LAND ALTERATION OF THIS DOCUMENT EXCEPT (518) 745-0307 Phone 169 ■•vliand Road Qneensbury, New York tzeo4 BY A LICENSED PROFESSIONAL ENGINEER ,�r�rw.�g:afeiynewyexk6 SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 (sie) 792-"74 New York uo. No. wim IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax STEM DESIGN EXTERIOR WEATHERPROOF JUNCTION BOX �(IF NECESSARY). SEAL CONDUIT GAS TIGHT. WASTEWATER SY //////"```` INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL 3—BEDROOM RESIDENCE INSTALL POLYLOCK PL-625 1000 GAL PRECAST CONCRETE 30- POLYETHYLENE EXTENSION WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL WATER SAVING FIXTURES 1/32" FILTRATION EFFLUENT TRAFFICE RATED SEPTIC TANK TO GRADE WITH TAMPER INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. FILTER SUCH THAT IT IS READILY AS DUPLEX PUMP STATION, RESISTANT ACCESS COVER (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) POLYETHYLENE EXTENSION FINISHED GRADE POLYETHYLENE EXTENSION REMOVABLE THROUGH TANK TO BE DAMP—PROOF 12"f COVER BEDROOM TO GRADE WITH TAMPER TO GRADE WITH TAMPER ACCESS COVER TAR COATED ON OUTSIDE CHAIN ON PUMP TO TOP DESIGN FLOW — 110 GPD / RESISTANT ACCESS COVER RESISTANT ACCESS COVER BY CONTRACTOR OF TANK TO ALLOW FOR SYSTEM DESIGN FLOW — 330 GPD FUTURE PUMP REMOVAL WITHOUT ENTERING TANK 1000 GAL SEPTIC TANK CAPACITY REQUIRED FOR 3-13EDROOMS, 12" MIN. CONNECT TO 2" PVC UPSIZE TO 1250 GAL — DUAL COMPARTMENT — TRAFFIC RATED COVER PRESSURE DISTRIBUTION PROVIDE EFFLUENT FILTER ON OUTLET OF SEPTIC TANK d ° d° ° MANIFOLD AT PURAFLO CHAMBERS MIN. SLOPE ° ° •d • ° " PER FOOT a, PUMP STATION — 1000 GAL PRECAST CONCRETE — 1RAFFlC RAZED 1 ° °2" MIN. SLOPE a d °d° ° d ° W/DUPLEX, ALTERNATING PUMPS & TIME DOSING 11 d Il DUAL COMPARTMENT 1/8" PER FOOT PUMP STATION NOTES 6 MIN. SEAL ALL TANK OPENINGS WATERTIGHT. 4 PVC SDR-35 HOUSE SEWER INLET ��DIVIDER W/SLOT DU1tET 4" PVC SDR-35 EFFLUENT SEWER INLET BALL VALVE, 00 LIQUID LEVEL ONE PER PUMP PROVIDE EFFLUENT FILTER ON OUTLET OF 1000 GAL TANK 0 PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL WATERTIGHT SLEEVE 1/3 OF • FLOAT SWITCHES — INSTALL INSTALL VALVES AND ° PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, 16" LIQUID DEPTH 18" INSIDE PUMP PIT IN UNIONS SUCH THAT EITHER a " ALTERNATING, TIME DOSE CONTROL PANEL INSIDE HOUSE W SECONDARY TREATMENT — AND SEAL (TIP.) a z x MIN. • LOCATION ACCESSIBLE PUMP CAN BE ISOLATED 0 2 SDR-11 PURAFLO® PEAT FIBRE BIOFILTER CHAMBERS o -- WITHOUT PIT ENTRY AND REMOVED WITHOUT HDPE FORCEMAIN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE 1250 GAL PRECAST� ° ° REQUIRING PIT ENTRY a TO DISTRIBUTION BOX DUPLEX TIME DEMAND CONTROLLER MAXIMUM DESIGN FLOW PER CHAMBER: 150 GPD/CHAMBER DUAL COMPARTMENT a ° 3 CHAMBERS TO BE INSTALLED ONE—PIECE TRAFFIC =, ALARM/ PROVIDE POSITIVE INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH " RATED PRECAST 60-75% OF 25-407. OF LAG PUMP ON a DRAWBACK TO ALARM IN HOUSE W ACCORDANCE WITH MANUFACTURER'S LEACH FIELD — 12 CRUSHED STONE ABSORPTION BED CONCRETE SEPTIC TANK, TANK VOLUME TANK VOLUME PUMP STATION INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.E.C.) BELOW PURFALO CHAMBERS TO BE DAMP—PROOF a 12" a 0 REQUIREMENTS. TAR COATED ON OUTSIDE d ° DESIGN PERCOLATION RA TE = 11-15 MIN/IN BY CONTRACTOR ° MINIMUM 2X WIDTH FLOAT SWITCHES — 0 MAXIMUM 4X WIDTH ° LEAD PUMP ON INSTALL INSIDE PUMP PIT 0 2" SCH-40 PVC PIPING PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO BLEND OF FILL AND NATIVE SOILS d 0 INSIDE WET WELL ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE, ( ) <a • d ° • d : d ° d` IN LOCATION ACCESSIBLE ABSORPTION APPLICATION RATE = 0.6 GPD/SF 9 WITHOUT PIT ENTRY 0 THROUGH WALL WITH 2 HOUR TIME DELAY BETWEEN DOSE PER PUMP. ° e °d PUMP OFF a a °� ° STANDARD ABSORPTION BED AREA REQUIRED = 550 SF ° ,. °. VOLUME OF DOSE -,r GATE VALVE PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 25% REDUCTION FOR PEAT FIBRE BIOFILTERS 60 GALS 35 GPM PUMP AT 30 FT TDH. BED AREA REQUIRED = 413 SF 16" MIN REDUCING TEE POINTED DOWNWARD WITH REDUCED ABSORPTIONQ ° 1 BALL VALVE THROTTLED TO ALLOW VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. INSTALL 15'x3O' ABSORPTION BED BELOW CHAMBERS ' ` ' '`' TRICKLE DRAIN BACK INTO WETWELL (450 SF TO BE PROVIDED) 12. OF 3/4-1-1/2- SEPTIC TANK& PUMP STATION TANK NOTES • d ° ° ° CRUSHED STONE ° ° UNION — LOCATE SUCH THAT UNION CAN d ° • BE DISCONNECTED AND EACH PUMP • SEASONAL HIGH GROUNDWATER ® 36" ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW PORK STATE DEPARTMENT OF ° • a ° • d ° PROVIDE 3—FT OF SEPARA71ON TO SHGW HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR REMOVED WITHOUT TANK ENTRY • GRIMM MODERN BUILDING MATERIAL CO. INC, OR APPROVED EQUAL. y • POTABLE WATER SUPPLY TO BE LAKE WATER WITH FILTRATION , & UV DISINFECTION ' ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT CRUSHED STONE BASE. DUE TO HIGH GROUNDWATER TABLE AND LOW ELEVATIONS OF THE SITE TANKS ARE TO BE 12. OF 3/4-1-1/2" BALL CHECK VALVE TRAFFICE RATED TO PREVENT FLOATA770N. CRUSHED STONE DUPLEX EFFLUENT PUMPS GOULDS 3885 WE SERIES TANKS TO BE DAMP—PROOF TAR COATED BY INSTALLER ON THE OUTSIDE PRIOR TO INSTALLATION. COVER AND ALL JOINTS MUST BE SEALED WITH BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL SEPTIC TANK & PUMP STATION DETAIL MUST BE TESTED BEFORE BACKFILLING. TANKS TO BE INSPECTED FOR GROUNDWATER INFILTRATION NTS PRIOR TO BACKFILL AND REPAIRED OR REPLACED AS NECESSARY. FILTER FABRIC PROPOSED PURAFLO (TYPICAL) PEAT BIOFIL TER CHAMBER (QTY. 3) 4" MIN. TOPSOIL, SEED, MULCH 15' STONE AND ESTABLISH TURF BED WIDTH 5' TO TOP OF TAPER NATURAL BOULDER WALL UPGRADIENT 3' 3' �' ,�— 5' DIVERSION SWALE 339 _ _ EL.339 EL.339 - 339 Or 338 338 SYSTEM FILL ..r r•a • <'s t 4 • Y T M FILL—.,. � • . , .,. . �...... .. • SSE ' .. . .. .. .... . ..r. . Z r '..• a ;s. 337 .. . . - .. . ].. .. .. ....,. .... .. .. a...-.. 337 .•tom .. ...,.. _ v .. --•mom.. ..w .. • •a• ' .. .. .+ti _ • ., , ,: ....: '.: ,. ..,::. . .":'r ,......,. ..ems..- .. :•S:.w 3 6 _ 336 3 •• .. .tip _ ^. ... .. ....n • ..:.,.... • '. _.. _...... -_. _. fir... .: .- • ♦ ... •.....x :,::w EX STING ..,., .. .. ::...a J. 335 3 MIN. . _ _ _ --.�+_--...:...•.'.•.._.:..:;:.i,. 335 " -- SEPARATION 12 STONE - TO BOUNDARY BELOW CHAMBERS Dlfl - - - CON 01!1 334 334 333 333 BOUNDARY CONDITION _ — — -- - - - -_ - - - - ® 36" __ __ __ _ _ _ _ _ _ __ _ _ __ _ _ _ _ — - - - ---- _ 332 332 - _ _ _ 3 PROPOSED 15'x30' STONE ABSORP7ION BED 331 ABSORPTION FIELD SECTION330 - 331 SCALE:_ 1/2"=1' WASTEWATER SYSTEM FILL SYSTEM INSTALLATION NOTES SYSTEM MATERIAL SPECIFICATIONS TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED MATERIAL NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN EFFLUENT FILTER PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL EFFLUENT FILTER TO BE INSTALLED AS SANITARY TEE ON OUTLET PIPE AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S INSTRUCTIONS. FROM SEPTIC TANK TO PUMP STA77ON TO BE A COMMERCIAL EN71RE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. EFFLUENT FILTER WITH 1/32—INCH FILTRATION, POLYLOK PL-625. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, HOUSE SEWER PIPE ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND SELECTED SAND OR SANDY LOAM WITH IN—PLACE PERCOLATION RATE RAKED IN ORDER TO LOOSEN SMEARED SEC71ONS OF TRENCH. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3- IN SIZE. FOOT MINIMUM SLOPE. LESS THAN 10Z BY WEIGHT SHALL BE FINER THAN 0.05mm. AT PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC EFFLUENT SEWER PIPE LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE FOOT MINIMUM SLOPE. 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3/8/2022 SHALL BE LARGER THAN A 1/2- SIEVE STONE ABSORP71ON BED. FORCEMAIN PIPING TO BE 2" SDR-26 PVC OR SDR-11 HDPE MAINTAIN 3' N o. Revisions Date ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM PROVIDE MINIMUM OF 3—FEET BETWEEN SEASONAL HIGH GROUNDWATER THE DISPOSAL FIELD. MINIMUM COVER AND POSITIVE DRAWBACK TO PUMP STATION. WASTEWATER DETAIL SHEET (28"") AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL ABSORPTION BED AGGREGATE WASTEWATER SYSTEM SETBACK SCHEDULE MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER STONE IS TO BE 3/4" TO 1-1/2- WASHED CRUSHED STONE. prepared for AREA AND TAPER AREAS ABSORPTION SYSTEM HAS BEEN INSTALLED. FILTER FABRIC Robert& Jean Tarrant ABSORP71ON AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY FILTER FABRIC TO BE 4.8 OZ/SY NON—WOVEN SEPARATION FABRIC, PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE ® STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES. TENCATE MIRAFI 140N OR EQUIVALENT. 308 Cleverdale Road - Sandy Bay - Lake George Dig ®Safely■ INSTALLATION OF ABSORPTION TRENCHES. FILL MATERIAL SEPTIC TANK, New/.York ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE - PUMP STATION, 10' S0' 10' 10' S0' Town of Queensbury, Warren County, New York FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN FILL ®Call Before You Dig INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. " FORCE MAIN MATERIAL NOTES. •Wait The Required Time Drawn: LWD Checked: GTH Scale: NOTED Date: 10/14/2021 ®Confirm UtilityFILL MATERIAL PRIOR TO TRANSPORTING TO 517E Response TOPSOIL ABSORPTION FIELD 169 Haviland Road ®Respect The Marks " 10, 100, 10, 20' 100, NY 12804 PLACE 4 MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. (TOE OF FILL) Queensbur , ®Dig with Care y 291791-01 -S4 800-962■7962 SEED AND ESTABLISH TURF. ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER (518) 745-0307 Phone www•dlgastelYnewyork.com IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax