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1.1 1.1 WASTEWATER-SEWERIAPPROVE\Swan—Replacement Components and ETU to Lake Lace House-In APA-4-15-2024 RESOLUTION APPROVING JOHN SWAN, JR. AND CAROLYN SWAN APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, John Swan, Jr. and Carolyn Swan (Applicants) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement enhanced treatment onsite wastewater treatment system with certain of its components to be located as follows: 1. absorption field 90' from the shoreline in lieu of the required 100' setback; 2. absorption field 9' from the house in lieu of the required 20' setback; 3. absorption field 1' from the easterly property line in lieu of the required 10' setback; 4. absorption field 5' from the southerly property line in lieu of the required 10' setback; 5. Fuji clean ETU 32' from the shoreline in lieu of the required 50' setback; 6. pump station 32' from the shoreline in lieu of the required 50' setback; 7. house sewer 35' from the house in lieu of the required 50' setback; 8. effluent sewer 34' from the shoreline in lieu of the required 50' setback; 9. force main 35' from the shoreline in lieu of the required 50' setback; 10. force main 5' from the house in lieu of the required 10' setback; 11. force main 6' from the southerly property line in lieu of the required 10' setback; and 12. distribution box 6' from the southerly property line in lieu of the required 10' setback; on property located at 111 Rockhurst 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, April 15t', 2024, 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 John Swan, Jr. and Carolyn Swan for variances from the Sewage Disposal Ordinance to install a replacement enhanced treatment onsite wastewater treatment system with certain of its components to be located: 1. absorption field 90' from the shoreline in lieu of the required 100' setback; 2. absorption field 9' from the house in lieu of the required 20' setback; 3. absorption field 1' from the easterly property line in lieu of the required 10' setback; 4. absorption field 5' from the southerly property line in lieu of the required 10' setback; 5. Fuji clean ETU 32' from the shoreline in lieu of the required 50' setback; 6. pump station 32' from the shoreline in lieu of the required 50' setback; 7. house sewer 35' from the house in lieu of the required 50' setback; 8. effluent sewer 34' from the shoreline in lieu of the required 50' setback; 9. force main 35' from the shoreline in lieu of the required 50' setback; 10. force main 5' from the house in lieu of the required 10' setback; 11. force main 6' from the southerly property line in lieu of the required 10' setback; and 12. distribution box 6' from the southerly property line in lieu of the required 10' setback; on property located at 111 Rockhurst Road in the Town of Queensbury and bearing Tax Map No: 227.9-1-6, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (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 15t'day of April, 2024,by the following vote: AYES NOES ABSENT: Hav ee sbury, N Road �.. Queensbury, NY 12804 Hutchins Engineering PLLC Phonetsiaj) 74-0307 Fax: 0308 March 27, 2024 rc, Ak -c> Town of Queensbury + CE1' / D Town Board f Local Board of Health MAR 2 8 2024 s 742 Bay Road Queensbury, NY 12804 ` Fie: John A. Swan, Jr. & Carolyn J . Swan b. O` r � 111 Roekhurst Road, Lake George, Queensbury (T) Tax Map ID #: 227 .9-1 -6 Dear Supervisor Strough and Town Board Members: Enclosed please find a septic variance submission package plan for a replacement enhanced treatment on-site wastewater treatment for our clients John A. Swan, Jr. and Carolyn J. Swan for their residence at 111 Rockhurst Road on Sandy Bay, Lake George. We are seeking several setback variances for the new OSWTS components from the property lines as well as the shoreline. These requests are itemized on Sheet S3 of the project plans. The proposed OSWTS will consist of a FujiClean CE-5 enhanced treatment unit and effluent pump station, which will be situated on the lakeside of the home, due to the under-slab plumbing in the house. For the absorption field, a new 13'W x 62'L conventional crushed stone absorption bed with two rows of 34" wide traffic-rated Infiltrator H-20 chambers will be constructed on the roadside of the parcel, along the easterly property line. Every effort has been made to provide a high-quality enhanced treatment system and to minimize the requested variances. It is our opinion that the new enhanced OSWTS will provide substantial environmental improvements for the property and for the Lake. We respectfully request that this item be placed on the board's agenda for the upcoming April 2nd meeting . Please contact me if you have any questions or if you require additional information . Best Fie Lucas W. Dobie, P. E. Associate / Partner — Design Engineer Cc: John and Carolyn Swan HutcKins EngAneering PLLC LWDobieahutchinsengineering.com r * SEPTIC VARIANCE o11 t>h use Only Permit # APPLICATION Permit Fee: 6 rp welc ry Invoice #= 742 Bay Road, Queensbury, NY 128Q4 P. 518-761-8256 www.gueensbury.net Approvals: Submittal: I (one) original St 8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section is Contact Infnmtiation• Property Owner(s): John A. Swan Jr & Carolyn J. Swarownees Agent: Hutchins Engineering PLLC Address: 34 Rolling Hill Rd Address: 169 Haviland Rd Ridgefield, CT 06877 Queensbury, NY 12804 Phone #: Phone #: 518-745-0307 Email: fswanjr34@gmail.com Email: l'^ dob!eC&hutchinsengineering.com Section 2: Site Information: site Address: 111 Rockhurst Road Tax lD#: 227.9-1 -6 Directions to Site: Cleverdale Rd, right onto Rockhurst Rd, house on Vilest (left) side, 3 properties Section 3; south of point 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 ❑� 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? OYes ❑ No If NO, please explain: all neighboring properties are on Lake water Section 6: Is the proposed system to be installed under a parking area? © Yes ❑ No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 fit. from well in lieu of required 100 ft. ): see plans for variance summary -- Se pti c Variance Appficatlorl Revised December 2021 # Section g• 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 Lorraine Dickinson Address 113 Rockhurst Road Tax Map ID 227.9-1 -7 South Name Ronald & Katherine Miller Address 107 Rockhurst Road Tax Map ID 227.9-1 -5 East Name Eric Cottrell Address 112 Rockhurst Road Tax Map ID 227.9-1 -10 West Name Lake George Address Tax Map ID SeSlign OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 1 1 1 Rockhurst R. I/We realize that putting the well, septic tank or leaching system less than the required l OC feet from the Shoreline & prop. linegnay increase the risk of p IIution. Owner---Print Name: John A_ Swan JA & Caroly J . In Owner—Signature: Date: T �. Section 10• NEIGHDQR OR TENANT RELEASE STATEMENT (if applicable) I/We do hereby relieve the Town of Queensbury from any ii hies on the plumbing and septic system located at: I/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant---- Print Name: Neighbor/Tenant-5ignatu re: Date: Septic Variance Apphratiorr - Revised December 2021 a} 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: John A. Swan Jr & Carolyn J . Swan Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for Site Address: 1 1 1 RRockhurst Road Tax Map #: 227.9- 1 -6 En ineeri ng 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: John A. Swan Jr & Caro , Swan OWNER—SIGNATURE: DATE: ' � � �-- AGENT—PRINT NAME: Lucc"_�,.s-�W. Dobie „ P. E . AGENT—SIGNATURri� ,� •� DATE: 2 Septic Variance Application Revised December 2021 SITE LOCATION �A N LOCATION MAP DRAWING LIST SURVEY S1 -EXISTING CONDITIONS ENGINEERING PLANS S2 -WASTEWATER SYSTEM PLAN S3 -WASTEWATER DETAIL SHEET =g Psafelys JW/,York III Bow$ You Dig =RNPM red Time rA TheWksa�I1A 4 M 6 Cover Sheet John A. Swan,, Jr . & Carolyn 1. Swan New Enhanced Treatment On -Site Wastewater Treatment System 111 Rockhurst Road Sandy Bay - Lake George Town of Queensbury Warren County New York State Tax Map # 227.9-1-6 Town Board / Local Board of Health Submission for Septic Variance March 27, 2024 OWNERS & APPLICANTS John A. Swan, jr. & Carolyn J. Swan 34 Rolling Hill Road Ridgefield, CT 06877 292173-01 John A. Swan, Jr. & Carolyn J. Swan 111 Rockhurst Rd Sandy Bay -Lake George an Du s e.,?2 Steves Land Surveyors 169 NavUand Road Queensbury, New York 18604 (516) M-6474 New York Lie. No. 50196 Hutchins Engineering PLLC 169 Haviland Road Queensbury, NY 12804 (518) 745-0307 Phone (518) 745-0308 Fax G. Thomas Hutchins, P.E. Thomas R. Center Jr. P.E. Lucas W. Dobie, P.E. j- \ \ \ \ \ I / C I � 2"Z PF s�: 3 Area ° 8433.2 Sq. Feet m 0.19 Acres Lake George Y O Q +i ro h I J CIRF V�3zrras�; m i P'� IPF I J .`HIS 1'AP WAS PREPARED VA/ITNOUT T�� E BENEFIT OF AN ABSTRACT OF TITLE --%R AN UP TO DATE `IT LE REPORT AND ,S THERE'OEE SUBJECT TO ANY S-ATFMFNT CF FACTS SHOWN THEREON. 2.) FAEC=_ 15 SUBJECT TO ANY EASEMENTS OF RECORD. 3.) THIS VAP WAS PREPARED -ROM AN ACTUAL FIELD SURVEY MADE IN ACC -'DANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED 5Y THE NEW "CRK STATE ASSOCIATION OF PROFESSIONAL '-AND SURVEYORS. 4.) THI5 VAF IS COPYRIGHT © 2023 VAN DUSEN t STEVE5 LAND SUB':' -YOBS. UNAUTHORIZED ALTERATION OR ADD I -ION T C THIS DCC_'1�ENT 15 VIOLAT ION OF SECTION 7209. SU5D'VI5ION 2, OF NEW YOEK STATE EDUCATION LAW. 5.) DIME\SIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NLAE-ST HALF 'COT AND ARE FOR THE SOLE PURPOSE OF N'I EE=RFTING TFIEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO A IN THE ESTAPLIS\ENT OK RETRACEMENT OF PROPERTY LINES. 6.j-CN-"%UES SHOWN HFKLCN ARE REFERENCED TO THE NATIONAL TIC VERTICAL DATUM CF 929 (NGVD29). rFJ__ VL-TROUND UTILITIES, IF ANY. ARE NCT SHOWN HEREON. -, u�. JRVEYED PARCEL IS SUBJECT TC WHATEVER RiGHTS, TITLE OR Nv. 5T THE TOWN OF QUEENSBURY, THE COUNTY OF ''WARREN, AND THE g) THE OF THE STATE OF NEW YOKE MAY HAVE TO MAINTAIN THE ROADS, AND NTE` NEVER EIGHTS, TITLE CK INTEREST THE TRAVELING PUBLIC MAY HAVL TC Peon' D OF T1F KOADS, TO V THe Legend IPF = Iron Pipe Found IRF = Iron Rod Found CIRF = Capped M.R. = Magnetron Rod Found U.P. = Ut,'ic Reaction = Overhead Q7ity Pole = WOoa `ility Wire Fence Lands Now or Formerly of Lorraine Dickinson Book:1161 Page:58 227.9- I -7 v v � u7 i l S s 0 too Shea 9�95 N 78o4�B„ � �l Lands Now or Formerly of Ronald Miller Book:1226 Page:88 227.9- 1 -5 Ac.�cr;ae,-s Asp,,!t Dr, 5/8' IRF (Ben 24 OKI` (VD5 M.R. R m Map References 1 Map of Rockhurst on Lake George Developed by How -Mac Developments, Inc. Dated: December 20, 1955 Revised: January 16, 1956 By: Leslie W. Coulter 2 Map of a survey of lands to be conveyed by Frank and Lorraine Lasak To Robt. P. Daly, James P. Daly & Betty J. Daly & WM.J. Godlewski & Kathleen A. Godlewski Dated: December 04, 1985 By: Coulter & McCormack 3 Map of lands belonging to Edward Farhart, D.D.S and Marie Farhart Dated: June 14, 1991 By: Coulter & McCormack 4 Map of a survey made for John and David Dickinson Dated: February 02, 2022 By: Van Dusen & Steves Land Surveyors Deed References Ronald A. Suen and Mary Ann Suen To John A. Swan, Jr. and Carolyn J. Swan Dated: January 23, 2015 Recorded on: January 27, 2015 Book:5107 Page:35 Q O O z �� C CID C �1 0 o o z W a� z 0 z A 0 Cr nl V1 V1 0 pado O co Date: July 27, 2023 Scale 1"=10' S-1 SHEET 1 OF 1 SWAT; D3241 DWG. `.J. 23- I G4 U --.9-I-G Lake George Sandy Bay PROP. NkTURAL STONE SEGMENT AL BLOCK W ALL TO CREATE LEVEL AREA AROUND TANKS, TOP OF W ALL EL. 331 PROP. N 01k. PRECAST CONCRETE MANHOLE AS EFFLUENT PUMP STATION W I DUPLEX PUMPS v P. - - EFFLUENT SEWER PROP. U L A NHANCED TREATMENT CE-1 PROP. 4" PVC SDR- OUSE SEWER, 22 LFf INV.1 = 329.5 INV . 2 = 329 SEPTIC VARIANCE SUMMARY 1. ABSORPTION FIELD TO SHORELINE 100' REQUIRED 90'PROPOSED 10' OF RELIEF REQUESTED 2. ABSORPTION FIELD TO HOUSE 20' REQUIRED 9'PROPOSED 11' OF RELIEF REQUESTED 3. ABSORPTION FIELD TO EASTERLY PROPERTY LINE 10' REQUIRED 1'PROPOSED 9' OF RELIEF REQUESTED 4. ABSORPTION FIELD TO SOUTHERLY PROPERTY LINE 10' REQUIRED 5'PROPOSED 5' OF RELIEF REQUESTED 5. FUJI CLEAN ETU TO SHORELINE 50' REQUIRED 32'PROPOSED 18' OF RELIEF REQUESTED 6. PUMP STATION TO SHORELINE 50' REQUIRED 32'PROPOSED 18' OF RELIEF REQUESTED 7. HOUSE SEWER TO SHORELINE 50' REQUIRED 35'PROPOSED 15' OF RELIEF REQUESTED 8. EFFLUENT SEWER TO SHORELINE 50' REQUIRED 34'PROPOSED 16' OF RELIEF REQUESTED 9. FORCEMAIN TO SHORELINE 50' REQUIRED 35'PROPOSED 15' OF RELIEF REQUESTED 10, FORCEMAIN TO HOUSE 10' REQUIRED 5'PROPOSED 5' OF RELIEF REQUESTED 11. FORCEMAIN TO SOUTHERLY PROPERTY LINE 10' REQUIRED 6'PROPOSED 4' OF RELIEF REQUESTED 12, DISTRIBUTION BOX TO SOUTHERLY PROPERTY LINE 10' REQUIRED 6'PROPOSED STED 4' OF RELIEF REQ'' i Dig PASafel hcYIG�orK 1 13 Rockhur5t Rd 227.9-1 -7 Lands Now or Formerly of Lorraine Dickinson Book:1161 Page:58 WASTEWATER SYSTEM LAKE FROM PLAN REFERENCE 1 WATER SUPPLY NEIGHBORING SITE SOILS DATA I TP-1H PARCEL 227.9-1-7 - 113 ROCKHURST ROAD - PLAN REF 1 TEST PIT I 13'x24' TP-1H - 811012022 BY TOM HUTCHINS, P.E. I STONE BED 0-6" - TOPSOIL I IN/CHAMBERS 6-48" - FINE & MEDIUM SAND WITH CONCRETE ' DEBRIS, BRICKS, ETC. FROM PREVIOUS BUILDING. I 1 NO BOUNDARY CONDITION TO 48" I Shed f (grra55) DPP 103.771 / DISTRIBUTION BOX LAKE W ANERI W 1 CONC. BAFFLE INTAKE W ATERLINEt x 6TL CRUSIAED EXIST. SEPTIC T K 1k PUMP STt STONE ABSORPTION BED WITH (TO BE PUMPED, BACKFILLED & 2) ROWS OF t9) INFILTRATOR H-20 DECOMMISSIONED IN -PLACE) OPEN -BOTTOM GRAVELLESS CHAMBERS PER ROW x 1 i 1 1 PT-1 - 1212212023 BY L.W. DOBIE, P.E. PT-2 - 1212212023 BY L.W. DOBIE, P.E. 0-8" - TOPSOIL, GRASS SURFACE 0-10" - TOPSOIL, GRASS SURFACE 8"+ - RED -BROWN FINE & MEDIUM SAND 10"+ - RED -BROWN FINE & MEDIUM SAND STABILIZED PERCOLATION RATE., STABILIZED PERCOLATION RATE. 13 MINUTES PER INCH 20 MINUTES PER INCH DEEP HOLE TEST PIT NOTE: DUE TO THE UNKOWN LOCATIONS OF THE EXISTING ABSORPTION FIELD & UNDERGROUND UTILITIES, IT IS PROPOSED TO EXCAVATE A DEEP SOILS TEST AT THE TIME OF INITIAL SITE WORK TO VERIFY THAT THE 3' MINIMUM OF VERTICAL SEPARATION FROM THE BOTTOM OF THE NEW ABSORPTION BED TO THE GROUNDW ATER TABLE WILL BE MET. SOIL TESTING PERFORMED BY THIS OFFICE AT THE 3 NORTHERLY PROPERTIES DID NOT ENCOUNTER A GROUNDW ATER ELEV AXIOM THAT PRECLUDED THE INSTALLATION OF CONVENTIONAL DEPTH ABSORPTION FIELDS. 107 Rockhur5t Rd 227.9- 1 -5 Lands Now or Formerly of Ronald Miller Book:1226 Page:88 REPUTED LAKE WATER SUPPLY 51IFF (�entl 8' - NOTE, NO WELLS, ARE VISIBLE WITHIN 100-FT OF PROP. ABSORPTION FIELD i I UNKNOWN I WASTEWATER SYSTEM I I WASTEWATER SYSTEM PLAN SCALE: 1"=10' GRAPHIC SCALE 5 0 2.5 5 10 20 f REMOVED, PONENTS UNKNOWN) i REPUTED LAKE WATER SUPPLY I WASTEWATER SYSTEM FROM PLAN REFERENCE 3 15'x3O' STONE BED I TP�N i i T 14 WASTEWATER SYSTEM FROM PLAN REFERENCE 4 I I 1 14 Rockhur5t Rd 227.9- 1 -9 Lands Now or Formerly of Carl & Michele Weiner Book:4226 Page:265 LAKE WATER SUPPLY WASTEWATER SYSTEM FROM PLAN REFERENCE 2 1 12 Rockhur5t Rd 227.9-1-10 Lands NIF of Eric K Cottrell B:1441 P:102 108 Rockhur5t Rd 227.9-1-11 Lands Now or Formerly of Kevin & Cheryl Theriault Book:5252 Page:74 NEIGHBORING SITE SOILS DATA PARCEL 227.9-1-9 - 114 ROCKHURST ROAD - PLAN REF 2 TEST PIT TP-1 - 811012022 BY TOM HUTCHINS, P.E. 0-4" - TOPSOIL/GRASS 4-60" - MIXED SAND & CONCRETE & BRICK DEBRIS FROM OLD HOTEL NO BOUNDARY CONDITION ENCOUNTERED REPUTED LAKE WATER SUPPLY 44 Maple Lake George Sandy Bay Harris Warner Bay Bay SITE LOCATION LOCATION MAP SITE LOCATION nA A n Lake warner George say I NEIGHBORING PLAN REFERENCES: PARCEL 227.9-1- 7 - 113 ROCKHURST RD PARCEL 227.9-1-10 - 112 ROCKHURST RD TOWN OF QUEENSBURY PERMIT.. SEP-0582-2022 TOWN OF QUEENSBURY PERMIT: 2005-601 "WASTEWATER SYSTEM PLAN PREPARED FOR LORRAINE W "REPLACEMENT SEPTIC SYSTEM FOR RICHARD & CYNTHIA DICKINSON TRUST" 113 ROCKHURST ROAD, TOWN OF SMITH 112 ROCKHURST ROAD, TOWN OF QUEENSBURY, QUEENSBURY, WARREN COUNTY, NEW YORK. DATED WARREN COUNTY, NEW YORK." DATED NOVEMBER 2005, AUGUST 4, 2022, LAST REVISED OCTOBER 20, 2022 LAST REVISED NOVEMBER 2005 PREPARED BY. MACE PREPARED BY HUTCHINS ENGINEERING PLLC ENGINEERING PC CIVIL ENGINEERS PARCEL 227.9-1-9 - 114 ROCKHURST RD PARCEL 227.9-1-11 - 108 ROCKHURST RD TOWN OF QUEENSBURY PERMIT. SEP-0583-2022 TOWN OF QUEENSBURY PERMIT. 2007-007 "WASTEWATER SYSTEM PLAN PREPARED FOR CARL & "BASE MAP FROM: FROST ARCHITECTURE 108 ROCKHURST MICHELLE WEINER," 114 ROCKHURST ROAD, TOWN OF ROAD, ELJEN SEPTIC DESIGN FOR BRET & ANDREA PEEK QUEENSBURY, WARREN COUNTY, NEW YORK. DATED TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK.- AUGUST 4, 202Z LAST REVISED OCTOBER 20, 2022 DATED MARCH 17, 2006, LAST REVISED AUGUST 24, 2006 PREPARED BY HUTCHINS ENGINEERING PLLC PREPARED BY. KEITH R. MANZ, P.E. PREEMIE ON_V� ION FOR R .ONStRU .ant FOR -- TAX MAP # 227.9-1-6 N0 ISSUED FOR SEPTIC VARIANCES 312712024 No. Revisions Date MAP REFERENCE: WASTEWATER SYSTEM PLAN BASE MAP INFORMATION FROM "MAP OF A SURVEY prepared for: MADE FOR JOHN A. AND CAROLYN J. SWAN,'" IN John A. Swan, Jr. & Carolyn J. Swan THE TOWN OF QUEENSBURY, WARREN COUNTY, t is W YORK. DATED JULY 27, 2023. PREPARED BY. 111 ROCkhurst Road an Du S e� Town of Queensbury, County of Warren, State of NOw York & Drawn: HK31LWD Checked: LWD Scale: 1 =10 Date: 911212023 Steves Land Surveyors 169 Haviland Road 3T Queensbury, NY 12804 292173-01 _S2 189 Haviland Road Queensbury, New York ALTERATION OF THIS DOCUMENT EXCEPT (518) 745-0307 Phone (518) 792-8474 New York Lie. No. 512804 BY A LICENSED PROFESSIONAL ENGINEER '135 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax_L WASTEWATER SYSTEM DESIGN SYSTEM INSTALLATION NOTES 4-BEDROOM RESIDENCE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WATER SAVING FIXTURES WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN DESIGN FLOW - 110 GPD/BEDROOM SEPTIC TANK LEACH FIELDS. SYSTEM DESIGN FLOW - 440 GPD AFTER PLACEMENT OF SYSTEM FILL AND EXCAVATION OF 13' WIDE X 30' LONG PRETREATMENT TANK - FUJICLEAN MODEL CE-5 E.T.U. ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE EFFLUENT PUMP STATION CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. - 4-FT DIAMETER PRECAST CONCRETE MANHOLE BASE SECTION PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL W/DUPLEX ALTERNATING PUMPS & DEMAND DOSING BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. DESIGN APPLICATION RATE. 0.55 GPD/SF, BASED ON 16-20 MIN/IN PERCOLATION RATE THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER ABSORPTION BED AREA REQ'D = (440 GPD)/(0.55 GPD/SF) = 800 SF UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ABSORPTION BED AREA TO BE PROVIDED = 13'x62' = 806 SF ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT WITH TWO ROWS OF (9) H-20 34"W INFILTRATOR CHAMBERS SURFACE RUNOFF AWAY FROM THE DISPOSAL FELD. PER ROW WASTEWATER SYSTEM FILL DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. MATERIAL NOTES THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON AFTER REMOVING ORGANICS, TOPSOIL & COMPACTED SOILS TO A THE INSTALLATION OF WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 DEPTH OF 2-FT BELOW NEW ABSORPTION BED, PLACE SYSTEM GPD PER BEDROOM. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME FILL OVER THE ENTIRE AREA OF PROPOSED ABSORPTION BED. WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER TREATMENT "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY EQUIPMENT. THE INSTALLATION OF NON -CONSERVING WATER FIXTURES OR SELECTED SAND OR SANDY LOAM WITH IN -PLACE PERCOLATION EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" WASTEWATER TREATMENT SYSTEM. IN SIZE. LESS THAN 10% BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE IN THE RANGE OF 0.50mm TO 2.0mm. LESS THAN 15% OF THE EXCLUDED FROM THE WASTEWATER SYSTEM. MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE SURFACE RUNOFF AROUND ABSORPTION FIELD. MECHANICALLY STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION TRENCHES. SEPTIC TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN INSTALLER TO N011FY ENGINEER OF PROPOSED SOURCE OF OF QUEENSBURY BUILDING DEPARTMENT AND DESIGN ENGINEER PRIOR TO SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE BACKFILL AND FINAL GRADING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY THE NECESSARY PARTIES AND REQUEST INSPECTIONS. INSTALL POLYETHYLENE EXTENSION PRECAST CONCRETE RISER TO GRADE WITH TAMPER & CAST-IRON FRAME & RESISTANT ACCESS COVER COVER TO GRADE (NON -TRAFFIC AREAS) BALL VALVE, ONE PER PUMP INSTALL VALVES AND UNIONS SUCH THAT EITHER PUMP CAN BE ISOLATED AND REMOVED WITHOUT REQUIRING PIT ENTRY 1/4" PER FOOT MIN. SLOPE _ 2" 4" PVC SCH-40 HOUSE SEWER 4" PVC SDR-35EFFLUENT SEWER no MIN. SLOPE CHAMBER 1 CHAMBER 2 1 /8" PER FOOT SEDIMENTATION A VAEROBIC CONTACT CHAMBER 3 CHAMBER FILTRAT70NCHAMBER AEROBIC CONTACT LTRATIONCHAMBER INSTALL FLOAT SWITCHES TO OPERATE PUMP AND MAINTAIN LEVELS AS INDICATED ° ALARM/ LAG PUMP ON 4" < 59" d ° LEAD PUMP ON / \ 1. +d _ SYSTEM MATERIAL SPECIFICATIONS 34" WIDE OPEN -BOTTOM GRAVELLESS CHAMBER OPEN -BOTTOM CHAMBERS TO BE INFILTRATOR H-20 HIGH CAPACITY. HOUSE SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE PIPING TO BE 4" SCH-40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. FORCEMAIN PIPING TO BE 2" HDPE SDR-11. MAINTAIN 3' MINIMUM COVER AND POSITIVE DRAINBACK 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. �ttttttt./ `��� �tttttttJ `� `tttt�ttttt�/ ass a�laal �� aa�la� al•la� �� a�l� �� al•1� �� aal� �1� as11a� �� a�1a� �� a�1a1 MEN Mass � 0laa1 �� �la� �� �la� �� a�la� ass a�la� �� �1=1 �� al•la� �� a�la� �� a�la� =11= =M NINE �� �la� �� �I� �� Taal �� �� as,ts� a1� =1� �� a1I �� a�l� ale a�1a1a = 1 00101000 1101111111 75" EFFECTIVE LENGTH INFILTRATOR H-20 CHAMBER PROFILE NTS CHAIN ON EA. PUMP TO TOP OF TANK TO ALLOW FOR FUTURE PUMP REMOVAL WITHOUT ENTERING TANK -2" TEE JOINS TWO PUMP DISCHARGES INTO ONE FORCEMAIN IW Ij 0 o 4" MIN. TOPSOIL, SEED, MULCH & ESTABLISH TURF 8" MIN. ITEM-4- GRAVEL SUBBASE 34" CHAMBER WIDTH INFILTRATOR H-20 CHAMBER SECTION IV IS EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP STATION. DISTRIBUTION BOX 2" MIN. DROP BETWEEN INVERTS TO -1 OUTSTSIDEIDE OF OF D-BOX CONCRETE BAFFLE 2" MIN. USE SPEED LEVELERS TO ASSURE ALL OUTLETS ARE AT EXACTLY THE SAME ELEVATION 7_--PROWDE SDR-11 FORCEMAIN 4" PVC SDR-35 SOLID HEADER TO MANIFOLD PIPING 3' MIN. COVER & 1/8" PER FOOT MIN SLOPE POSITIVE DRAINBACK TO PUMP STATION PUMP STATION NOTES SEAL ALL TANK OPENINGS WATERTIGHT. 2" SCH-40 PVC INSIDE WET WELL THROUGH WALL PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. GATE VALVE INSTALL DUPLEX, ALTERNATING, DEMAND DOSE CONTROL REDUCING TEE POINTED DOWNWARD PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION, SJE WITH 1" BALL VALVE THROTTLED TO RHOMBUS IFS SINGLE PHASE DUPLEX DEMAND DOSE ALLOW TRICKLE DRAIN BACK INTO CONTROLLER. WETWELL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH UNION (2)- LOCATE SUCH THAT UNION ALARM IN HOUSE IN ACCORDANCE NTH MANUFACTURER'S CAN BE DISCONNECTED AND EACH INSTRUCTIONS AND NATIONAL ELECTRIC CODE (N.EC.) PUMP REMOVED WITHOUT TANK ENTRY REQUIREMENTS FUJI CLEAN USA MODEL BALL CHECK VALVE-J / NEW 4-FT DIAMETER \\-12" OF 3/4-1-1/2" PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO DUPLEX (2) EFFLUENT PUMPS CE-5 ENHANCED PRECAST CONCRETE ALTERNATE PUMP DOSING AND TO PROVIDE AN 80 GAL TREATMENT UNIT MANE B HOLASE SECTION CRUSHED STONE FLOAT SWITCHES - AS PUMP STATION MAINTENANCE CONTRACT NOTE INSTALL INSIDE PUMP PIT IN LOCATION ACCESSIBLE A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM WITHOUT PIT ENTRY OWNER AND FOR SEMI-ANNUAL INSPECTION RAND SERVIESENTATIVE CE RED OF REQUIREDFUJI CLEAN ENHANCED TREATMENT UNIT & PUMP STATION DETAIL FUJICLEAN CE-5 ENHANCED TREATMENT UNIT. NTS 10'-0" 36" FENCE POST DRIVEN O.C. MAX. 7�1MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. D� Safely. N AYork Before You Dig ■ Cal t The Required Time ■ W*Mrm Utility Response ■ CON"d The Marks ■ "j'Mlith Care g-962.7962 www. g&W*lyMw>IorLcom 36" FENCE POST SILT STOP EMBED IN GROUND 8" MIN. UNDISTURBED GROUND DOSE PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 35 GPM PUMP AT 30 FT 7DH. VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. IZ 13' BED KIDTH 5' CHAMBER SPACING I W o WAY CROW GRASSED PARKING AREA �4" cRowN� la I LIFT PUMP , 1-1 HT AIR HT O ISINFECTION 3 CYLINDER (OPTIONAL) 4" INLET PIP "OUTLET PIPE "A� ` ® JA 3'-74 '---EFFLUENT INLET BAFFL O 0 3 AIR LIFT PUMP RECIRCULATION PIPE LOW BAFFLE 3/4" AIR INTAKE FLOW OPENING (TYP.) (CLEANING OPENING) B PLAN VIEW V-24' 20" ACCESS COVER (n'P) 20" ACCESS COVER (T'P) 4' I I (a)3._11 4 4 CHAMBER Volume (gal) Q Sedimentation Chamber 198 (2) Anaerobic Filtration Chamber 198 (3) Aerobic Contact Filtration Chamber 95 ® Clarification Chamber 44 Q Disinfection Chamber 4 Total Volume 540 SPECIFICATIONS Anaerobic Media PP / PE Board Type Aerobic Media PVC / PP / PE Aerobic Media PP / PE Blower 2.8 cfm Tank FRP Piping PVC / PP / PE Access Covers Plastic / Cast Iron Disinfectant (Optional) Chlorine Tablets 20" ACCESS COVER IJINFLU 1 IUN 18"ACCESS COVER (TYP)� CYLINDER (OPTIONAL) 101 a- )r 1 51- O T-114° /a SECTION A -A VIEW p EISMEW ONLY FORCONS-rRo Np1 pOR SECTION B-B VIEW FUJICLEAN CE-5 ETU DETAILS NTS TAX MAP # 227.9-1-6 ING E EDIA TION IMP EDIA 1SSEMBLY