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1.1 1.1 WASTEWATERIAPPROVE Tan-ant System-Components Absorption Field ETU Force Mani Pump Station Septic Tank to Lanes Well Lake House In APA-5-16-2022 RESOLUTION APPROVING ROBERT AND JEAN TARRANT'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Robert and Jean Tarrant (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, 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 toe of fill to be 81' from the westerly well in lieu of the required 100' setback; 2. Absorption field toe of fill to be 2' from the northerly property line in lieu of the required 10' setback; 3. Fuji Clean Enhanced Treatment Unit (ETU) to be 5' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be 7' from the northerly property line in lieu of the required 10' setback; 5. Pump station to be 40' from the Lake George shoreline in lieu of the required 50' setback; 6. Pump station to be 7' from the property line in lieu of the required 10' setback; 7. Pump station to be 4.5' from the house in lieu of the required 10' setback; 8. Force main to be 3' from the house in lieu of the required 10' setback; and 9. Force main to be 43' from the Lake George shoreline in lieu of the required 50' setback; on property located at 308 Cleverdale 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 Monday, May 16t', 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 Robert and Jean Tarrant for variances from the Town of Queensbury On-Site Sewage Disposal Ordinance to install a new enhanced treatment system with its components to be located as follows: 1. Absorption field toe of fill to be 81' from the westerly well in lieu of the required 100' setback; 2. Absorption field toe of fill to be 2' from the northerly property line in lieu of the required 10' setback; 3. Fuji Clean Enhanced Treatment Unit (ETU) to be 5' from the house in lieu of the required 10' setback; 4. Fuji Clean ETU to be 7' from the northerly property line in lieu of the required 10' setback; 5. Pump station to be 40' from the Lake George shoreline in lieu of the required 50' setback; 6. Pump station to be 7' from the property line in lieu of the required 10' setback; 7. Pump station to be 4.5' from the house in lieu of the required 10' setback; 8. Force main to be 3' from the house in lieu of the required 10' setback; and 9. Force main to be 43' from the Lake George shoreline in lieu of the required 50' setback; on property located at 308 Cleverdale Road in the Town of Queensbury and bearing Tax Map No: 226.12-1-82, and BE IT FURTHER, RESOLVED, that the ETU shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 16t'day of May, 2022,by the following vote: AYES NOES ABSENT: " SEPTIC VARIANCE office Use 061y Permit#: APPLICATION Permit Few. 'to Ifts'n of 0 i6 6. ry Invoice*-,. 742 Bay Road,Queensbury,NY 12:804 P:518-761-8256 vvww.aueensburv.net Approvals:-:; ' A y 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&Jean Tarrant Owner's Agent: Hutchins Engineering PLLC Address: 41 CliffsIde Wive Address: 169 Haviland Road Saratoga Springs, NY Queensbury, NY 12804 Phone#: 518-461-8715 Phone#:.518-745-0307 Email: tarrant93CPaol.com /jttar*rant(PgmaiI.com Email: lWdObie0hutchinsengineering.com Section 2: Site Information: "e Address: 308 Cleverdale Road Tax ID#: 226.12-1-82 Dleecetoh-s-to Site: 7 properties north-of-Boats.By -George Marina on Sandy Bay Section 3: Distance from well on property to septic system(if applicable) Lake Water Supply feet Section 4: Is it possible to install a'conforming septic system on this property? ❑Yes RN No If YES,please explain and attach a diagram: Section 5: Does the Proposed system meet setback requirements for distance from wells&septicsystems on neighboring propert-ie-'s? [:]Yes No- if NO,please explain: 4Z I Section 6: wr-:m6lez r Pvr4l' if r is the proposed system to be installed under parking area? F1 Yes 100 NO Section 7: c-ction of the Sanitary Sewage Ordinance from whichin * you are seeking the Variance(i.e.leaching system will be 89 ft. i�n well in lieu of required 1-00 ft.): please see plans fordetailed list Septic Variance Application Revised Decernber2021 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 / 5 Whitney PI, Saratoga Springs, NY 1286( 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: 308 Cleverdale F. I/We realize that putting the well,septic tank or leaching systemless than the required 100 feet from the Neighboring Well may increase the risk of pollution- Owner—Print Name: Robert T rant Owner—Signature: Date: �Z 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 Eatratt 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 )ighbor/Tenant-Signature: Date: 1, Septic Variance Application Revised December 2021 Section 11: AUTHORIZATION AND SIGNATURE PAGE f 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 fallowing 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 reviewingthe application submitted. 'lease Note: Other permits may be required for construction or alteration activity subsequent to approval by 1 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 Jean Tarrant OWNER—SIGNATURE: DATE: JmWl AGENT--PRINT NAME: Lucas V ie, P.E. "5ENT—SIGNATURE: DATE: Z Septic Variance Application Revised December 2021 w 7i YiRX''4s v� Wand i� 7 � 1� r. . LOCATION MAP Cover Sheet Robert & lean Tarrant v' Tear Down & _`°°°" New Home Constructi �� on DRAWING LIST SURVEY S 1 - EXISTING CONDITIONS ENGINEERING PLANS S2 - EXISTING CONDITIONS - DEMOLITION PLAN S3 - SITE PLAN - PROPOSED CONDITIONS S4 - WASTEWATER DETAIL SHEET S5 -CONSTRUCTION DETAIL SHEET (NOT SUBMITTED FOR W/W VARIANCE) ZONING REQUIREMENTS 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) PERCENT PERMEABLE: 75% MAX. FLOOR AREA RATIO: 22% Dig ® Safely. New (fork M Call Before You Dig ® Walt The Required Time IM Confirm utility Response ® Respect The Marks ® Dig With Care 800.962-7962 www.digsafe"wyork.com 308 Cleverdale Road Sandy Bay - Lake George Town of Queensbury Warren County New York State Tax Map # 226ml2-1-82 `Awl J d: < s+i a x Ne S fir= as 2014 y NEIGHBORHOOD MAP qx OWNERS & APPLICANTS ROBERT & JEAN TARRANT 41 CLIFFSIDE DRIVE SARATOGA SPRINGS, NY 12866 tZ�S.A �2 SITE LOCATION Town Board /Local Board of Health Submission for Septic Variance March 9, 2022 Town Board /Local Board of Health Resubmission for Septic Variance April 26, 2022 291791-01 Robert & Jean Tarrant 308 Cleverdale Rd Sandy Bay - Lake George an D er2 Steve s Land Surveyors 169 Haviland Road Queenebury, New York 12804 (518) 792-8474 New York Tic. No. 50135 Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax 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 Robert L. Tarrant To Robert L. Tarrant & Jean T. Tarrant Dated: December 21, 1989 Recorded on: January 05, 1990 B:779 P:261 N N (V N NOTES: Lands N/F of J/ 1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF Carol B. Wright & ; TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO Paul J. Scilipoti ANY STATEMENT OF FACTS SHOWN THEREON. B: 5770 P: 68 2.) PARCEL 15 SUBJECT TO ANY EA5EMENT5 OF RECORD. 22G. 12-1-53 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.) THI5 MAP 15 COPYRIGHT Q 2021 VAN DUSEN * 5TEVE5 LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW 5.) YORK STATE EDUCATION LAW. 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 Le e� Legend TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. G.) CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL CIRF = Capped Iron Rod Found GEODETIC VERTICAL DATUM OF 1329 (NGVD29). 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. IRF = Iron Rod Found IPF = Iron Pipe Found 8.) THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR Imo- U.P. = Utility Pole INTEREST THE TOWN OF QUEEN513URY AND THE PEOPLE OF THE STATE OF NEW 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. D us M Date: June 04, 2021 Scale I "=20' AP SEARING ED A LICENSED LAN 5URV ADDITION MAP BEARING A LICENSED LAND SHRVEYORS SEP1 IS A Map of a .Topographic Survey made -for VIOLATION OF SECTION 7205, 5UB-DIVISION 2, OF THE NEW YORE STATE EDUCATION LAW.' 'ONLY COPIES FROM L�TMS SURVEY THE OFT S MARKED WRIT PN ORIGINAL OF THE LAND 91JRVEYORS HE TO RE VALID TRUE COPIES.' SEAL SHALL IONS INDICATED 'CERfIFtCAT10N51NaCATEO HEREON SIGWPY THAT THIS SURVEY WAS PREFARED IN ACCORDANCE WITH THE Robert &Jean Tarrant Land S Z.1 r V e O r S Vy THEG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED B1' THE NEW YORKSTATE ASSOCIATION OF PROFESSIONAL y LAND SURVEYORS. SAID CERTIFICATION5 SHALL RUN ONLY To THE PERSON FOR WHOM THE 56-R.VEY 15 PREPARED. AND .SHEET 1 OF 1 169 Haviland Road Queensbury, New York 12804 ON HI5 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL T'ENEA55IGNY AND N5OFTDINr ELENDONUSSTITLMTED N.- AND TOTHE AssIGNEEs of me LENDING INsmLmoN • �p� - Town of Queensbury, Warren County, New York TARRANT (518) 792-8474 New York Lic. No. 50135 1 1 NO. DATE DESCRIPTION DWG. NO. 21-105 c3Go4 22G. 1 2-1-52 I 221! 12-1- 0 U.P. f�M38 311 Cleverdal Road Lands N/F of I Bray HOLDING TANK PER BLDG PERM.REPUTED 89-528 COMMUNITY WATER SUPPLY i 226.12-1-9 309 Cleverdale R ad Lands N/F of Craft PARCEL CURRENTLY UNDER BOH VARIANCE I REQUESTS APRIL 18,2022 CESSPOOL UNDER REAR REPUTED i PORTION OF COMMUNITY HOUSE PER WATER SUPPLY BOH VARIANCE _ REQUESTS APRIL 18,2022 Qell Ca5mg I I 226.12-1-8 307 Cleverdale Road Lands N/F of I Ea fra to I SEPTIC IN REAR PER BLDG PERM. 95-373 I Dig Safely. New York ■ Call Before You Dig ■ Wan The Required Time ■ Confirm utility Response ■ Respect The Narks ■ Dig With Care 800-962-7962 wwwAlipsefelynewyork-com EXISTING FLOOR AREA RATIO ZONING REQUIREMENTS PARCEL AREA = 10,406 SF ZONE - WR (WATERFRONT RESIDENTIAL) 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') FIRST FLOOR AREA = 1175 SF - (AVG. LOT WIDTH = 60.0) SECOND FLOOR AREA = 825 SF REAR SETBACK - 30' r (FROM ASSESSOR REPORT) SHORELINE - 50, PORCH AREA = 270 SF (OR AVERAGE OF 2ADJOINERS, WHICHEVER IS MORE RESTRICTIVE) cy 226. 12 -1- 81 GARAGE AREA 1= 365 SF (GROUND LEVEL) (NORTHERLY NEIGHBOR = 27t, SOUTHERLY NEIGHBOR = 34'-+ 310 Cleverdale Road GARAGE AREA it = 245 SF LOT WIDTH - 150, �j Lands N / F of (SECOND LEVEL, 2(3 OF GROUND LEVEL AREA) Joseph &Carolyn Potvin ' ! SHED = 220 SF ROAD FRONTAGE - 150 \ B:1442 P: 13 ! TOTAL FLOOR AREA = 3100 SF MAXIMUM BUILDING HEIGHT - 28' AdJ OI n I n FLOOR AREA RATIO = 29.8% MINIMUM PERCENT PERMEABLE - 75% MAXIMUM FLOOR AREA RATION - 22% UNKNOWN \ � W/W SYSTEM LLJ •3 EXIST. GARAGE 1 i I i • REPUTED \ TO BE REMAIN �� LAKE WATER h SUPPLY ;I O CIRF MST. W 1 W SYSTEM TO SE REMOVED / \ ( Wire Fence I / S ° 481451, u Garage \ G I 1 ' ± To Shore ® / U --- '�` �,P PT-3 � .!�� V mw) / EXIST. CEDAR ' / X +• ®� .... TO BE REMOVED I I ES IMATED \ EXIST. 4-BIRHOUSE I E)ISTING \ / l 1 TO BE REMOVED W/ SYSTEM / W 5+ 33a/ EXIST. CEDAR \ e J I ..�.� ,� TO BE REMOVED 1 ' I Coric, I 20' 4IDE SETT p A ea I ° Ni� 226. 12 -1- 82 I c ) c / �, 308 Cleverdale Road' (330i �.,. 10406.S a /i Lands of / 3 \ -'� / 0.2� Acres rmj Robert & Jean Tarran a ' n Patio Remains 8: 779 P: 261 ' 7� B.M N N EXIST. PORCH 37.00' $ Iv ' m TO BE REMOVED I Boat House LAO WATER ' °` 4 f5= L w SUPPLY 1° ° a ° . Concrete Walk ' tL ir PT- G�PT='!"' .... .,.,� ` ° ,�� TWO Story �/�/p0 z " v { / d Frame e Concrete I ' 1 E S CK (BLDG� ...�. a. - �OUS '� m ° Ik / Concrete w�Wood Cover • a / i I I v --�' .ama s .-- t = V / t o° F F• Elev.=330 1. g _� �- .-,Jc 30.0± If T -i/ 84.0'± d y EXIST. STEPS / o. "'� ■•.. TO BE REMOVED 2 10 P.L. SETBACK (W IV` -•• -r. -„ EXIST. W ALK f �� \ TO BE REMOVED l 3 7 5 ± j Dock CIRF �^ l Shed �, EXIST. PATIO TO BE REMOVED r t Sla/ C � Walk 165, 95 , I Reta�iin '� / n l / Wa{i �l I� �3`'� +i 85031 'A �/ �329 ,ti0 a; EXIST. WALK I , + / ,� 3� ti TO SE REMOVED 61 Along Shore Z, / ,y' ,� / 3.5'± To Shore Ad�otnlng Garage S W ' ti — EXIST. SHED ^> ' W W W W W ~��/ TO BE REMAIN I I +I NJ ° Ln �ti� N ' M.H W EL. 320.2 EXIST. LAKE WATER INTAKE+ r�j/ Wood Cover' / / ��j Ad olnl I'D ESTIMATED 226. 12- 1-83 n9 douse Dock 1 W`/W` SYSTEM 304 Cleverdale Road I Lands N/F of Carol B. Wright & Paul J. Scilipoti REPUTED B:5770 P:68 LAKE WATER SUPPLY SITE DEVELOPMENT DATA SITE AREA: 0.24-AC (10,406 SF) EXISTING IMPERVIOUS COVERAGE HOUSE 1175 SF GARAGE 365 SF PORCH 270 SF SHED 220 SF WALKS & STAIRS 740 SF TOTAL IMPERVIOUS 2770 SF PERCENT IMPERVIOUS 26.6% PERMEABILITY 73.4% SITE SETBACKS REQUIRED FOR EXISTING MOST HOUSE RESTRICTIVE WR ZONE SHORELINE 501 37.5 PORCH) ( 30.0' (PORCH STAIRS) NORTH SIDE 20' 15.0' 1.0' (GARAGE) SOUTH SIDE 20' 9.5' 1.5' (SHED) FRONT 30 84.0' 6.5' (GARAGE) EXISTING CONDITIONS & DEMOLITION PL4N ' SCALE: 1 "=10' 34-4: GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) : V4* i 04"r / tf � I z Rai ,949, mea jaa..�. ! 7 s~ MaPOx :aMnM 4 LOCATION MAP SITE LOCATION Lake George sandy Bay RYA IN A �L o� PR w ON vie c�� R� R� oR FGO'SST R Fo o`� TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 RE -ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 412612022 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 313012022 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 31912022 No. Revisions Date EXISTING CONDITIONS & DEMOLITION PLAN MAP REFERENCES prepared for SUBJECT PARCEL Robert & Jean Tarrant BASE SURVEY INFORMATION TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN TARRANT..." 308 Cleverdale Road - Sand Bay - Lake George Y Y 9 PREPARED BY, VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 NORTHERLY NEIGHBORING PARCEL "MAP OF A TOPOGRAPHIC SURVEY MADE FOR LEE POTVIN... ° PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS, QUEENSBURY, NY. DATED: DECEMBER 29, 2003 � an Du s e k Steves Land Surveyors ALTERATION OF THIS DOCUMENT EXCEPT 189 Haviland Road Queembur,. Now York 12M BY A LICENSED PROFESSIONAL ENGINEER (518) M-8474 Nm York U.. No. 5o185 IS A VIOLATION OF NYS EDUCATION LAW. Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH Scale: 1"=10' Dote: 10/14/2021 169 Hovilond Rood n Queensbury, NY 12804 Hutchins PLLC (518) 745-0307 Phone Engineering g- g (518) 745-0308 Fox 291791-01-S2 I I 226. 12-1- 0 U.P. � M38 311 Cleverdal Road Lands NIF of I Bray HOLDING TANK PER SLOG PERM.REPUTED 89.528 COMMUNITY WATER SUPPLY I 226.12-1-9 309 Cleverdale R ad Lands NIF of Craft PARCEL CURRENTLY UNDER BOH VARIANCE I REQUESTS APRIL 18,2022 CESSPOOL UNDER REAR REPUTED PORTION OF COMMUNITY HOUSE PER W BOH VARIANCE WATER SUPPLY REQUESTS APRIL 18,2022 i ell Casing L i I I ----------------- 226.12-1-8 307 Cleverdale Road Lands NIF of Ea frato i SEPTIC IN REAR PER BLDG PERM. 95-373 Dig Safely. New/,York ■ Call Before You Dig ■ Walt The Required Time ■ Confirm Utility Response ■ Respect The Marks ■ Dig With Care 800-962.7962 wwwAlgsefelynewyork.com SITE SOILS DATA TEST PITS TP-1 - 716121 BY L.W DOBIE, P.E. �q GARAGE SOUTHWEST OF PROP. ABSORPTION FIELD TOPSOIL/GRASS = 8-36" RED -BROWN FINE LOAMY -SILTY SAND 36-50" BROWN SILTY LOAM, MOTTLED BOUNDARY CONDITION 0 36" ROOTS TO 36" �. s�yFrcy UNKNOWN WIW SYSTEM PROP. CONC. _ \ DISTRIBUTION BOX W � BAFFLE LLI Wrre Fence Garage <�oo U. G U�""" .... ..., •„� ® I0 P.l. SETBACK (yV i a�a I r Nr- � \ Cal 226.12 -1- 82 c) NI 308 Cleverdale Road _... /I Lands of / ^IRobert Jean rran�r-s.�%' 8:779P 261to �E ... _ '�tS ST ASV REQ' x SITE SOILS DATA PERCOLATION TESTS PT-1 - 3111122 BY: L.W. DOBIE, P.E. STABILIZED PERCOLATION RAPE: 24 MINUTES, 30 SECONDS PER INCH I� A EL o� P1 O vie c`�� R� PT-2 R� - 3111122 BY, L.W. DOBIE, P.E. OIR sl� STABILIZED PERCOLATION RATE: - IVO� �+ R G 28 MINUTES PER INCH O� y 226.12-1-81 310 Cleverdale Road Lands NIF of Joseph & Carolyn Potvin B:1442 P:13 Adjolnlncj House PROP. NATURAL BOULDER W ALL T-4.V EXPOSED HEIGHT PROP. FU7I CLEAN CE-5 ENHANCED PROP. 2W x 2T STONE TREATMENT UNIT REPUTED ABSORPTION BED, LAKE WATER INSTALLED IN STABILIZED FILL PROP. S00 GAL HEAVY PROP. T, PVC SDR-26 DUTY SEPTIC TANK AS SUPPLY FORCEMAIN, PROVIDE DUPLEX PUMP STATION T COVER &POSITIVE DRAINSACKTO PUMP STA. PROP. GUTTER 1 \ PROP. ROOF GUTTER DOWNSPOUT 8� ALONG EAVELINE SPLASHPAD ADDITIONAL SITE SOILS DATA PERCOLATION TEST PT-3 - 4126122 BY. L.W. DOBIE, P.E. STABILIZED PERCOLATION RATE: 12 MINUTES PER /NCH 177 02 ' 00 32� /3�6 2Tt P 327 3'y6� J I � r ~$ EIS -� : 33 In _ 1 _.1 r - �'J 1 P-L-g__ . R t " CIRF Sh cl I . W . J ,. 'Y 1FEG' /y - 32 � W ' r I3-� h 85 °3�� w Z - t3 AdjO1n'n9 Gara � q m 9 e Ze PROP. NATURAL BOULDER W ALL ' +I I 2 -4.5 EXPOSED HEIGHT ) o PROP. FLAGSTONE W ALKW AN L WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10, 50' 10, 10, 50' FORCE MAIN ABSORPTION FIELD 10, 100, 10, 20' 100, (TOE OF FILL) SITE DEVELOPMENT DATA SITE AREA: 0.24-AC (10,406 SF) EXISTING IMPERVIOUS COVERAGE CHANGE IN IMPERVIOUS COVERAGE PROPOSED IMPERVIOUS COVERAGE HOUSE 1175 SF (535 SF) 640 SF GARAGE 365 SF ---- 365 SF PORCH 270 SF 95 SF 365 SF SHED 220 SF ---- 220 SF WALKS, STAIRS, WALLS 740 SF (90 SF) 650 SF TOTAL IMPERVIOUS 2770 SF (530 SF) 2240 SF PERCENT IMPERVIOUS 26.6% (5.1 %) 21.5% PERMEABILITY 73.4% 5.1% 78.5% r4 Wood Cover' / 4 ESTIMATED 226. 12 -1- 83 WIW SYSTEM 304 Cleverdale Road Lands NIF of Carol B. Wright & / Paul J. Scilipoti 8:5770 P:68 PROPOSED SITE PLAN SCALE: 1 "=10' GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) SITE SETBACKS REQUIRED FOR PROPOSED MOST WR ZONE HOUSE RESTRICTIVE SHORELINE 50' 40.8' (PORCH) 37.5' (PORCH STAIRS) NORTH SIDE 20' 16.3' 1.0' (GARAGE) SOUTH SIDE 20' 15.8' 1.5' (SHED) FRONT 30' 90•7 6.5' (ENTRANCE ROOF) (GARAGE) - PROP. ROOF GUTTER ALONG EAVELINE PROP. STONE STEPS Adjoinln9 douse w P0.0P. SEDIMENT PROP. SEDIMENT CONTROIFENCE (TVP. CONTROL FENCE (TYP) / PT. FOR MEASURING BLDG FINISHED GRADE = 324.8 PROP. FLAGSTONE W ALKW AY - PROP. GUTTER / DOWNSPOUT & SPLASHPAD PROP. T, HDPE LAKE W ATER SUPPLY REPUTED LAKE WATER SUPPLY I 34'1 MINOR STORMWATER REQUIREMENTS • 1.5 GALS / SF OF NEW IMPERVIOUS AREA FOR PROJECTS WITH LESS THAN 15,000 SF OF DISTURBANCE OF DISTURBANCE - 530 SF NET DECREASE IN SITE COVER - NEW SMPS NOT REQUIRED FOR REDEVELOPMENT PROJECTS, PROVIDE MITIGATION MEASURES AS FEASIBLE, SIZED FOR FIRST 112" RAINFALL FOR IMPERVIOUS AREAS. PROPOSED 2240 SF OF TOTAL SITE IMPERVIOUS COVERAGE 2240 SF x (0.5" / 12) = 93 CF OF STORAGE TWO PROPOSED SHALLOW VEGETATED DETENTION AREAS NEAR SHORELINE - SOUTHERLYAREA TO PROVIDE 65 CF OF STORAGE - NORTHERLYAREA TO PROVIDE 115 CF OF STORAGE - 180 CF OF TOTAL VOLUME TO BE PROVIDED MAP REFERENCE BASE SURVEY INFORMATION TAKEN FROM "MAP OF A TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN Le TARRANT... " PREPARED BY. VAN DUSEN & STEVES LAND 189 Havllam SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 (518) 792-84 1'± To Shore 7.7 Dock ]v R Q D, 3751REHORELIN QVE rED ,0'8r PORC H TO SHORELINE 61'± Along Shore 3.5'± To Shore W- w w w W- - PROP. SHORELINE PLANTINGS - M.H W EL. 320.2 EXIST. LAKE W ATERINTAKE-i - PROP. SHALLOW VEGETATED DETENTION LAWN AREA, STORAGE VOLUME = 65 CF Dock DECK EROSION & SEDIMENT CONTROL NOTES • BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE INSTALLED AS SHOWN ON THE PLAN. • AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. • ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7-DAYS OF COMPLETION OF WORK 1N THE AREA. ONLY AREAS WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR MORE THAN 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS. • WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF 2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS SUCH AS PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES. • TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE TO BE LEFT FOR MORE THAN 7-DAYS. • NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE THAN 7-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED. • FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15 & APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED, EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP COVER OR AN EXTRA HEAVY LAYER OF MULCH. • ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVIVAL OF A MINIMUM OF 807.' OF THE VEGETATION THROUGHOUT THE YEAR FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS REQUIREMENT. • THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (THE BLUE BOOK). Lake George sandy Bay SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD 100'REQUIRED 81' PROPOSED FOR TOE OF FILL 5. PUMP STATION TO SHORELINE 19' OF RELIEF REQUESTED 50' REQUIRED ABSORPTION BED MEETS 100' WELL SETBACK 40' PROPOSED FOR PUMP STATION 10' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE 6. PUMP STATION TO PROPERTY LINE 10' REQUIRED 10' REQUIRED 2' PROPOSED FOR TOE OF FILL 7PROPOSED FOR PUMP STATION 8' OF RELIEF REQUESTED 3' OF RELIEF REQUESTED ABSORPTION BED MEETS 10' P.L. SETBACK Z PUMP STATION TO HOUSE 3. FUJI CLEAN ETU TO HOUSE 10' REQUIRED 10' REQUIRED 4.5' PROPOSED FOR PUMP STATION Y PROPOSED FOR ETU 5.5' OF RELIEF REQUESTED 5' OF RELIEF REQUESTED 8. FORCE MAIN TO HOUSE 4. FUJI CLEAN ETU TO NORTHERLY PROPERTY LINE 10' REQUIRED 10' REQUIRED 3' PROPOSED FOR FORCEMAIN T PROPOSED FOR ETU T OF RELIEF REQUESTED 3' OF RELIEF REQUESTED 9. FORCE MAIN TO SHORELINE 50'REQUIRED 43'PROPOSED FOR FORCEMAIN 7OF RELIEF REQUESTED TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. WASTEWATER SYSTEM DESIGN 3—BEDROOM RESIDENCE WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 330 GPD PRETREATMENT TANK — FUJICLEAN MODEL CE-5 E.T.U. PUMP STATION — 500 GAL PRECAST CONCRETE W/HEAVY DUTY TOP & ANT► —FLOATATION BASE EXTENSIONS W/DUPLEX, ALTERNATING PUMPS & DEMAND DOSING DESIGN APPLICATION RATE. 0.55 GPD/SF, BASED ON 16-20 MIN/IN PERCOLATION RATE (BLEND OF NATIVE & FILL SOILS) ABSORPTION BED AREA REQ'D = (330 GPD)/(0.55 GPD/SF) = 600 SF 337 E.T.U. REDUCTION AREA REQ'D = 402 SF • SEASONAL HIGH GROUNDWATER @ 36" • PROVIDE 3—FT OF SEPARATION TO SHGW • POTABLE WATER SUPPLY TO BE LAKE WATER WITH FILTRATION & UV DISINFECTION Dig Safely. New/York Call Before You Dig Wait The Required Time Confirm Utility Response ® Respect The Marks ■ Dig With Care 800-962.7962 www.digsafeiynewyork.com 336 335 334 333 332 331 330 INSTALL POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER (NON —TRAFFIC AREAS) 1/4" PER FOOT MIN. SLOPE 4" PVC SDR-35 HOUSE SEWER I MAINTENANCE CONTRACT NOTE A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. WASTEWATER SYSTEM FILL MATERIAL NOTES AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE EN71RE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND OR SANDY LOAM WITH IN —PLACE PERCOLA71ON RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 109 BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. ABSORP77ON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE MINIMUM OF 3—FEET BETWEEN SEASONAL HIGH GROUNDWATER (28") AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED AREA AND TAPER AREAS. ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLA71ON OF ABSORPTION TRENCHES. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE E.T.U. NOTE • •r.�r�:r�:�0 11,rrl1���r rrr•�.�L�� :•. I•► • �:• ►p ► 1 1 500 GAL PRECAST CONCRETE SEPTIC TANK W/EXTRA HEAVY DUTY TOP AS DUPLEX PUMP STATION TO BE DAMP—PROOF TAR COATED ON OUTSIDE BY CONTRACTOR 30" POLYETNYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER CHAIN ON PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK -- - ° 2" 1/8" PER FOOT ° < Ll °d, MIN. SLOPE BALL VALVE DO 4" PVC SDR-35 EFFLUENT SEWER INSTALL VALVES AND 0 p. UNION SUCH THAT CONCRETE ANTI —FLOTATION PUMP CAN BE COLLAR ALL AROUND PER ISOLATED AND INSTALLATION MANUAL REMOVED WITHOUT ° REQUIRING PIT ENTRY , ALARM/LAG PUMP ON — 6" ABOVE 'PUMP ON' a 59" PUMP ON �— e VOLUME OF DOSE PUMP OFF 50 GALS FLOAT SWITCHES — INSTALL 12" MIN. ° INSIDE PUMP PIT IN LOCATION ACCESSIBLE WITHOUT PIT ENTRY FUJICLEAN USA MODEL CE-5 77 ENHANCED TREATMENT UNIT EXCAVATION, PREPARATION, AND 12" OF 3/4-1-1/2" BALL CHECK VALVE PRECAST CONCRETE BACKFILL TO BE COMPLETED IN CRUSHED STONE ANTI —FLOATATION ACCORDANCE WITH MANUFACTURER'S DUPLEX EFFLUENT PUMPS BASE EXTENSION INSTALLATION MANUAL. GOULDS 3885 WE SERIES BY MANUFACTURER FUJICLEAN ETU & PUMP STATION DETAIL NTS SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S INSTRUCTIONS. AFTER EXCAVATION OF ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE ABSORPTION BED. DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER ABSORPTION SYSTEM HAS BEEN INSTALLED. THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. 20' STONE ABSORPTION BED WIDTH ABSORPTION FIELD SECTION SCALE. 1/2"=1' SYSTEM MATERIAL SPECIFICATIONS HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND POSITIVE DRAWBACK TO PUMP STATION. ABSORPTION BED AGGREGATE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE, FILTER FABRIC FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. FILL MATERIAL FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD AREA. SEED AND ESTABLISH TURF. EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GA TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTEBY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START—UP OF PUMP STATION. 2" MIN. DROP DISTRIBUTION BOX F BETWEEN INVERTS TRA SI TION TO 4" —1 OUTSIDE OF D—BOX CONCRETE BAFFLE 2" MIN. lu.5E SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT 7// EXACTLY THE SAME ELEVATION 4" PVC SDR-35 SOLID HEADER 0 MANIFOLD PIPING 1/8" PER FOOT MIN SLOPE R-26PUMP STATION NOTES FORCEMAIN SEAL ALL TANK OPENINGS WATERTIGHT. PROVIDE POSITIVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL DRAWBACK TO PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX, PUMP STATION ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE 2" SCH-40 PVC PIPING IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE INSIDE WET WELL DUPLEX DEMAND DOSE CONTROLLER. THROUGH WALL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH GATE VALVE ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUC71ONS AND NATIONAL ELECTRIC CODE (N.EC.) REDUCING TEE POINTED DOWNWARD WITH REQUIREMENTS. 1 " BALL VALVE THROTTLED TO ALLOW TRICKLE DRAIN BACK INTO WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE UNION — LOCATE SUCH THAT UNION CAN BE DISCONNECTED AND EACH PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, PUMP REMOVED WITHOUT TANK ENTRY 35 GPM PUMP AT 30 FT TDH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. WASTEWATER SYSTEM SETBACK SCHEDULE PROPERTY LINE WELL WATERLINE HOUSE LAKE GEORGE SEPTIC TANK, PUMP STATION, 10, 50' 10' 10, 50' FORCE MAIN ABSORPTION FIELD 10, 100, 10' 20' 100, (TOE OF FILL) NATURAL BOULDER WAL ((J Q ca I� i - 330 TAX MAP # 226.12-1-82 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 2 RE —ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 4/26/2022 1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 3/3012022 0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3/812022 No. I Revisions Date WASTEWATER DETAIL SHEET prepared for Robert & Jean Tarrant 308 Cleverdale Road - Sandy Bay - Lake George Town of Queensbury, Warren County, New York Drawn: LWD Checked: GTH I Scale: NOTED Date: 10/14/2021 169 Haviland Road ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 291791-01-S4 ns En•neeri BY A LICENSED PROFESSIONAL ENGINEER Hutchins �n PLLC (518) 745-0307 Phone IS A VIOLATION OF NYS EDUCATION LAW. Engineering (518) 745-0308 Fax