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1.2 1.2 WASTEWATER-SEWERIAPPROVE Peltier Family Trust—Replacement Mound Toe of Slope Fill to Well—UV Disinfection System-In APA-3-18-2024 RESOLUTION APPROVING THE THEODORE R. PELTIER FAMILY TRUST'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: 12024 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Theodore R. Peltier Family Trust (Applicant) filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement sewage disposal system with its mound toe of slope to be located 78' from the well in lieu of the required 100' setback on property located at 2460 Ridge 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 request on Monday, March 18t', 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 variance, the Local Board of Health determines that the variance 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 variance is necessary for the reasonable use of the land and is the minimum variance which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of the Theodore R. Peltier Family Trust for a variance from the Sewage Disposal Ordinance to install a replacement sewage disposal system with its mound toe of slope to be located 78' from the well in lieu of the required 100' setback on property located at 2460 Ridge Road in the Town of Queensbury and bearing Tax Map No: 240.6-1-33, 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 variance is contingent upon the Applicant agreeing to install and maintain an ultraviolet disinfection systems or equal (as determined by the Town Code Enforcement Officer) on the water supply line from their well, 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 18t'day of March, 2024,by the following vote: AYES NOES ABSENT: op 4 R I SEPTIC E APPLICATION oioe M ftv I110e4 queianebwrlr,Kv 12M4 Stibmidml. I (one) orWrol & B caaogifts pf the conq)feted �; r � TO PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN Wlz� . - 4 t h Z. C6\fir Property ownedsI: "_ [L gt 4.-=r lF",- +o'4� RudrwN Hall ��`� z r ► ► c� +' Owner's Agent: Address: 2460 M" d93 R+30 d Address: 134 M AVe IL [ ue�arneburyr NY 12 -- Phone # P We 0:. 51874102Q8 Email: tddrp►4G8(@?ao1.00rrl ephalliodmimpe.00m Email: Section 2: Ske lnf©rmatjcm4 Site Aaclress: 2460 -Ridge Road I Tax ID#: 240.6A -33 Directions to Site: Se4ti7b�i 1 $' Distance from well on property to septic system Of applit able) $�� , 1 feet $ Tvva%ev . 1C3 Section 4 ! Vt'tl� ht7w i✓1 Is it possible to install a conforming septic system on this property? 0 Yes No M YES, please explain and attach a diagram: Does the pro meet setback requirements for distance from wells & septic systems on properties? �m El No If too, please explain• �dr+8 Section B: Is the proposed system to be installed trader a parking area? [] Yes No Section of the sanitary' sewage ordinance*orni whk:h you•er+e seeidng the variance fi.e. 1pnefilne system wfli ixe 89 ft. from well in lieu of irequireo iop ft.): f VA — wriwd A.cwrr6rt tOzx hnvund 4TflZrf SIDpe #a b '"i 8 ' x S: List the names, parcel addresses, and tax map numbers of all adjoining property owners, you may obtain this information from the Town of QueensbuWs Assessor's Ofi`ice: North Name Address Tax Map 1D , '"" South Name • S �tyclr"g lrcyr ■r * „ .. _ __ Address e�,1�i���+ Tax Map iD +►��--, , ^i0-0 �, East Name 1� IL fi Address 445t Tax Map ID West Name ICd - a �� Address Tax Map ID Scctlon 9• OWNER STATEM, NET I/V&tP 'in hprPbv rphave,+ the Town of Queensbury from any liabilities on the plumbing and septic system located at: �.Q #We realize that patting the well, septlt tank or leaching system less than the required ! feet from the L ,} ^-� may increase the risk of pollution. Owner—Print Name: 1 Owner—Signature � '� _. bate: NEIGFl80fi OR TENANT RELEASE STA�M (If pppPpppy*) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: VWe 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: Neigh bor/TenaLnt-Signature: bate: Sep VaVariant* AJ ik )O tl&n Rwhee r3eoerob9r zozf a 3 ATTACH TI FOkl MTO YQMR AeELW ON: 1. A location map showing the site within the Town of Omeensbury 2. A plot plan showing existing erred proposed features of the property'. Including: a. Lot dimensions b. North arrow and scale: 1 ind" 40 feet c. Locaabon & dimensions of existing and proposed buildings, showing setback iilst hces and uses d. Parlclrtg layout to scale (if applicable) ew physical features (street, steep slopes, takes, wetlands, eUC.) f. location of all wells and septic systems on neighboring properties g: Adjacent ownerships h: All prop6rties within 500 feet A sample plat-plan and location are a sown below: ,- pq ka JAlpift ! . . gum Lot 7j, f k w" .AjIt'-' war Aw Sepslc variskrce apWicrtton - - . .. R*avired oiwemhSv 2023 r I i Section lt: AUTHORIZATION AND SIGNATURE PAGE This page Includes the Authorization to Act as Agent form, engineering fee disclosure, authorisation for site ulslts, other perinit responsibiikies and agreement to provide documentation required. Complete the following if the OWNNER Is using an Agent: Olwnees Name: Designates: A17Ls agent regarding the Septic Variance few site Address: �f1 �! 1 � �€ d - Tax Map # _ [i . +{ -- •�,, ____ En pbelpsurr: AxsPjications May be referred to the Town`consiuMhS engineer for review of septic d'eslgh, storm drainagie, etc, as determined by the T&" Board of Health. F4" for engineering review servkes will be chaiged ,directly to the applicant. Authorization fofi 2te Visits; By signing this page and submitting the application materlais 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 Nate: Other permits may be required for construction or alteration activity subsequent to apprpy - I by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Ofi�rJa Mye#Ina Minutes E7 psure, It Is the practl a 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: �L' I OWNER--SIGNATURE: DATE: y / AGENT—PRINT NAME: AGENT—SIGNATURE: DATE: Septic Vwkftm Applkmaon _ - Revised D*"Mbw 2M TEST PIT INFORMATION TEST PIT INFORMATION TAKEN — 11 DEC 2023 BY MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE TP-1 0-2" TOPSOIL 2-16" DARK BROWN LOAMY SAND 16-24" MEDIUM BROWN SILTY CLAY WATER SEEPING AT 16" WATER STANDING AT 19" RCOLATION TE TEST PIT INFORMATION TAKEN —11 DEC 2023 BY MACKENZIE PELTON, EIT — RUCINSKI HALL ARCHITECTURE PT-1 2 PRE SOAKS DROPPED 12 INCHES LESS THAN 10 MIN. 1st TEST 20'-15" 2nd TEST 21'-33" ,A 0.34 AC LOT VACANT (NO WELL) I I i I I 1 1 i 1 gdrd Fence F1 MOUND DESIGN DESIGN STEPS FOLLOWED BELOW FROM RESIDENTIAL ONSITE WASTEWATER TREATMENT SYSTEMS DESIGN HANDBOOK— APPENDIX 75—A AND APPENDIX A (PART 2) SELECT SUITABLE FILL— FILL IS 5 MINUTES PER INCH (APPLICATION RATE OF 0.95 GPD/SF — TABLE 7B or 48) DESIGN FLOW— EXIST. 2 BEDROOM HOUSE WITH STANDARD FIXTURES AT 110 GPD PER BEDROOM =220 GPD ABSORPTION AREA = 220/0.95= 231 SF MIN. A*(STONE)= BED WIDTH = 10 FEET B*(STONE)= BED LENGTH =231 SF/ 10'= 23.1' MIN = USE 25' BED DIMENSIONS TO BE 10' BY 25'= 250 SF ABSORPTION AREA MOUND DIMENSIONS BASAL AREA REQUIRED FOR 21-30 MINUTE NATIVE SOIL WITH AN APPLICATION RATE OF 0.45 GPD/SF (TABLE 6B or 413) 220/0.45= 489 SF MOUND TO BE 41' BY 26' (3:1 SLOPE) 36" MIN. FROM HGW TO BOTTOM OF STONE (WITHIN 1,000 FT OF LAKE GEORGE) PROPOSED BASAL AREA PROVIDED= 1,066 INSPECT AND USE EXISTING 1,000 GALLON SEPTIC TANK —CONCRETE NEW 750 GALLON MIN. PUMP CHAMBER— CONCRETE 0 \ \ 0.33 + 0.31 AC LOT 1 WELL + DISPOSAL FIELD LOCATED BY SURVEY AND 0 TOWN OF QBY FILES � � I i l I Lands Now or Formerly of Garner Unlimited j Book:5656 Page:131 240.6-1-32 pA,C W-6r-1 /2* W4ajLF 372 -' �., c° I ;� 1 1 1 2"0 VENT ABOVE FIN. GRADE WITH BIRD SCREEN FROM SEPTIC TANK RESERVE CAPACITY —­� AFTER ALARM SOUNDS EQUAL TO ONE DAYS CAPACITY (DUPLEX PUMPS WITH INDIVIDUAL ALARMS MAY BE USED IN LIEU OF A SINGLE PUMP AND ONE DAYS CAPACITY) GRADING NOTES BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. ALL BARE —EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON— ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE —EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER CROPS, SUCH AS RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES, OR WHERE FILL AREAS ARE EXTENSIVE. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED —CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE, AT A RATE OF 25 POUNDS PER ACRE. AFTER JUNE, ALL SEEDING SHALL ALSO BE IMMEDIATELY MULCHED. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NEW YORK STATE GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE SWALES AND DITCHES. APPROXIMATE FINISH GRADE HIGH WATER — ALARM SWITCH START_LEVEL S7 LEVEL CONTROL SWITCH SHUT—OFF LEVEL�7 MANHOLE COVER (LOCKABLE) AT GRADE PROVIDE 3" SAND OR �� oodioo PEA GRAVEL UNDER TANK EFFLUENT TANK DETAIL N.T.S. HANGER PIPE FOR PUMP REMOVAL --- TO D—BOX 2"0 TO DIST. BOX QUICK DISCONNECT SLIDING COUPLER INSTALL NEW MOUND PUMP STATION NOTES SEE C-2 DRAWING 1. PUMP TO BE EFFLUENT PUMP FOR DETAILS GOULDS MODEL GL3885—WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE 0 1 1 WASHINGTON COUNTY '�1I11 g11I% RESIDENT / ` -W P WELL IS 800't . t � AK GEORGE , j / / �/ `�\--------° I Sb \; — % II \ 1111 1 FROM PROPERTY LINE TO \ 1 e-, I a / "� Mn W, , � 1 � 1 I I� 1 \ ( 11947 Sq. Febt \ " I 1 % " I 1 1 I �1 � .27 Acres, M\N•� 78 1 1 \ 11 \ � I 50 1 ` A Icy' III 1 I CONCRETE OR STONE - 3k I \ 1 � \ \11� I I1� I I MARKER ABOVE ALL 13 UIP%= —f 1 J Wel1�"., v �,e i 3,1.Za 1 m �I 1 I I 1 A I I BURIED COVERS N N � 7 40 "fie Rom 1� ° ff \ \\ ` 3�3 j J)� 1 I GRADED RECOMMENDED. A •2� I\ 372 \ I Z t 31.5 , i ,� T.nb a I 1io17� INLET BAFFLE 12 MIN. OVER OVER ALL STRUCTURES 131.2 Rio-��P^3— #1 DISTRIBUTION BOX . FORT MILLER OR r _ — _ _ _ _ W � °„^�,,^� EQUAL — — — EQUAL P� \ \ S?— �� • FROM EFFLUENT ='_'8a9pq' 10.72 AC LOTv0.94 AC LOT PUMP CHAMBER2 PVCDICKEY \ — — — — — — — VACANT ALL OUTLET INVERTS WELL 500'+ \\ \\ \ _ — Land Now or Formerly of (NO WELL) N °° 0 0 TO BE SET AT — — — _ — / Robert Schulz EXACTLY THE SAME Book:581 Page: food PEA 240.E-1-351 GRAVEL ELEVATION. (USE OF SPEED LEVELERS REQUIRED) OVERALL SITE PLAN DISTRIBUTION BOX 1 "=30'-O" N.T.S. GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SITE PLAN DRAWING PREPARED BY VAN DUSEN & STEVES LEGEND — — — — — — — — PROPERTY LINE ---------------------- 10'-0" PROPERTY LINE SETBACKS E — E E — E UNDERGROUND ELECTRIC SERVICE ss — ss ss ss SANITARY SEWER v — v — v v WATER SERVICE E/P EDGE OF PAVEMENT SEWAGE DISPOSAL SYSTEM NOTES THERE SHALL BE NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING CONSTRUCTION, WITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE TOWN BUILDING INSPECTOR. DESIGN, CONSTRUCTION, MATERIAL STANDARDS AND INSPECTION REQUIREMENTS SHALL COMPLY WITH THE LATEST EDITION(S) OF THE NEW YORK STATE DEPARTMENT OF HEALTH WASTEWATER TREATMENT STANDARDS — INDIVIDUAL HOUSEHOLD SYSTEMS APPENDIX 75—A. SEPTIC TANK TO BE SET ON A LAYER OF COMPACTED PEA STONE OR WASHED GRAVEL. SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. — INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE — OUTLET 14" BELOW FLOW LINE, 6" ABOVE FLOW LINE 3" AIR SPACE ABOVE "T" TO TOP OF TANK NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE CONNECTED TO THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER SOFTENER, SPAS, OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM. THERE SHALL BE NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OF A CLASSIFIED BODY OF WATER. HOUSE TO SEPTIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM SLOPE 1/4" PER FOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SDR 26 WITH TIGHT JOINTS, MINIMUM PITCH 1/8" PER FOOT. SANITARY DISPOSAL FIELD: 4"0 PERFORATED PLASTIC PIPE MAXIMUM SLOPE 1 /16" PER FOOT, CAP ALL ENDS. THE BEST DESIGNED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK MAINTENANCE CAN RESULT IN CLOGGING OF THE TANK AND SEWAGE BACKUP INTO THE HOME AND/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS IN CLOGGING OF SOIL SURROUNDING THE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY THE SEPTIC TANK. THIS DESIGN IS INTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR THE LOT IT IS SHOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING AREAS MAY BE ADDED TO THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF HEALTH, TOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. THE SEAL AND SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR FUTURE EXPANSION OR REPLACEMENT. DWELLING IS TO HAVE WATER SAVING FIXTURES, INCLUDING BUT NO LIMITED TO: LESS THAN 2 GPM SHOWER HEADS, LOW WATER USE TOILETS, SINK FLOW RESTRI'CTORS. OBSERVE WATER CONSERVATION PRACTICES. SEPTIC TANK SHALL BE INSPECTED ANNUALLY TO DETERMINE SCUM AND SLUDGE ACCUMULATION BY THE HOMEOWNER OR A QUALIFIED SEWAGE HAULER. THE AMOUNT OF BUILD—UP NOTED AT EACH INSPECTION SHOULD BE RECORDED AND MAINTAINED BY THE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN 3" OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY "T". THE PUMP —OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MULTI —COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS SHOULD BE PUMPED OUT EVERY TWO TO THREE YEARS. WHEN SEPTIC TANK IS PUMPED, THE SEPTIC TANK, BAFFLES/TEES, HOUSE SEWER CONNECTION AND OUTLET SHALL BE INSPECTED. BAFFLES/TEES THAT HAVE DETERIORATED AND NO LONGER PERFORM AS DESIGNED SHALL BE REPLACED. CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ANY COMPANY EMPLOYED TO CLEAN AND SERVICE THE SEPTIC TANK MUST BE A DEC PERMITTED SEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED OR DISINFECTED AFTER BEING PUMPED OUT. SEPTIC TANK ADDITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES ARE UNNECESSARY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND MAY CAUSE THE SLUDGE AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED INTO THE ABSORPTION FIELD, RESULTING IN PREMATURE FAILURE. DO NOT DISPOSE OF EXCESS GREASE OR FAT INTO THE SEPTIC SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS OR CLEANERS INTO SINKS OR TOILETS. WHENEVER SEPTIC TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC SEWERS ARE INSTALLED TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE CAVE—IN. NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF THE ABSORPTION FIELD OR THE SEWAGE DISPOSAL SYSTEM. FINAL GRADE SHOULD BE GRADED SO AS TO DIVERT ANY RUN—OFF AWAY FROM THE ABSORPTION FIELD. TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT ON -SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENGINEER IS INVOLVED, THEIR REPORT AND AS —BUILT MUST BE RECEIVED PRIOR TO SCHEDULING A� INSPECTION WITH THE TOWN OF QUENSBURY. IF THE CODE ENFORCEM T OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLED DIFFERENTLY AN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED AND YOU WILL B _ INSTRUCTED TO SUBMIT AN AS —BUILT DRAWING PRIOR TO RESCHEDULING THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 0 1 REVISED 24" TO 36" 23 FEB 2024 No.1 DESCRIPTION I DATE REVISIONS W 0 N Q 3 W U Z F_ Z ZLda U =�Z W a xow WNW 2 U 0 C) Z a=� I..V 0a 0 O O 3 J �oz J wu° �_ O C Q N V Boa _V O 00 00 WI - a O w 0_ zxo Of v N N N O O O U O~ F awl VJU CZ 5FO Z-C U zQ X N U i° aQ �s C �x11 0 crw �0 >°�w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. 0 �I--I � �--� d' O 00 V1 � � U Cd � � a) �� Cd > . Q • �"� �a y Cd Cd O V 1 • � O 4.i 7� U � C� r-d � N W CAD FILE NAME ACAD\MCGUIRE EX\PELTIER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE SITE PLAN AND SEPTIC DESIGN NOTES DRAWING No. C-1 26' TOTAL WIDTH 2" PRESSURE PIPE SLOPE TO SHED STORM WATER 8' TAPER 3" PERFORATED PIPE MAX SLOPE �— -- 6" TOPSOIL 3"� SOLID PIPE WITH LOOPED ENDS (TYP.) 3 MAX SLOPE 1 — - ---- - — --- —� 1 3 12" 1 C 2.5' G i 1 -------------------------- ---- to ---- I ' TOTAL BED SIZE o N o D USEABLE FILL E 25' BY 10' =250 SF i I .I I 'n ------------ ------- ------ - I CH PERC. RATE ----------------------------------- EXISTING GRADE N1% (REQUIRED <12%) ----------- ------------------------------ i -------------------------------- 2 MIN. NATIVE SOIL _____________ N ____________________________ , _1-120 MINUTE PERC- EXIST. 31-45 MINUTES 36" MIN. SEPARATION ---------------- TO HGW- WITHIN 1,000 FT TO LAKE GEORGE z U .� 2- 0O 0 1 2'-6" 20'-0" 2'-6" `� m 25'-0" BEDROCK H LAYER (NOT ENCOUNTERED) GW- CLAY GW ENCOUNTERED AT 16" PIPING NETWORK N.T.S. to :IMPORTED FILL +'TOPSOIL PERMEABLE TEXTILE FABRIC to sin-�n;�oOr� r?Oo� �°CiC��O��C'� OCR°O�oO�'0o°�Ci OC�'Oc °OJ OG°O�o 6003 � o..o PERFORATED PIPE DIA.= 3.0" co STONES �0°0�0 !' , 0 O`er nc°�>� no�j� O� Go°�c�'OooOVO o0 2 IL Z .IMPORTED SOIL ` ;5 MIN. PERC RATE p N 01 HI i NATIVE MATERIAL- 21-30 MINUTE PERC RATE N N TYPICAL BED SECTION N.T.S. DCATION OF ADJOINER'S WELL VARIANCE #1 REQUEST: 78' IN LIEU OF 100' MIN. WELL TO TOE OF SLOPE (22' RELIEF) IUS OF 100' TO CLOSEST WELLS 'ROPOSED TOE OF SLOPE FOR 4OUND SYSTEM 331 BY 18'W ZOPOSED LIMITS OF STONE BED 1 MOUND DETAILS )" MIN. ABOVE GRADE BE FILL BELOW STONE GENERAL NOTE: BASED ON EXISTING SURVEY MAY NEED TO BE REMOVED FOR INSTALLATION OF THE DISPOSAL BED. CONCRETE PAD TO BE REMOVED OR RELOCATED AT OWNEF REQUEST. IN 750 GALLON CHAMBER OTH EXISTING MBER &_wwTON OF EXISTING 1,000 GALLON TANK TO BE INSPECTED AND REMAIN ASSUMED GOOD CONDITION AT TIME OF LAST PUMPING- FINAL LOCATION TO BE DRAWN ON AS BUILT ENLARGED-0SITE PLAN PROPOSED FINISH GRADE. PROVIDE SWALE AS INDICATED MOUND CROSS SECTION (F. 32B) TO INSURE STORM WATER NO SCALE IS DIVERTED AWAY FROM TILE FIELD 41' TOTAL LENGTH SLOPE TO SHED STORM WATER 8' TAPER 25' BED LENGTH 8' TAPER 6" TOPSOIL I If PERFORATED LATERAL MAX SLOPE MAX SLOPE 3 ccn 3 V 1 USEABLE FILL ------ -5 MIN. INCH PERC. RATE ------------------------------------------------ ------------------- 12 MIN. NATIVE SOIL ------- -------_1-120 MINUTE -PERC.--- EXIST 21-30 MINUTES --------- ---------------------------------------------------------------- 36" MIN. SEPARATION -- 7TO HGW- WITHIN 1,000 FT TO LAKE GEORGE z U ! 2 O0 ~m IT \\---HGW- CLAY GW ENCOUNTERED AT 16" BEDROCK LAYER (NOT ENCOUNTERED) UV FILTER DE =AILS LENT INSTALL UV SYSTEM ABOVE OR E TYP. MOUND SIDE VIEW (F. 32) �10 SCALFn A& n I& n TOWN OF QUEENSBURY- CHANGE TO SCHEDULING INSPECTIONS- EFFECTIVE 2019 YOU MUST PROVIDE AN AS -BUILT DRAWING, IF THE INSTALLATION HAS CHANGED FROM THE SUBMITTED PLANS, PRIOR TO AN INSPECTION. YOU MAY HAND THE INSPECTOR THE AS -BUILT CN-SITE BUT IT IS PREFERRED TO BE RECEIVED PRIOR TO THE INSPECTION DATE IF AN ENbINEER IS INVOLVED, THEIR REPORT AND AS -BUILT MUST BE RECEIVED PRIOR TC SCHEDULING AN INSPECTION WITH THE TOWN OF QUENSBURY. IF THE C DE ENFORCEMENT OFFICER ARRIVES AND NOTES THE SYSTEM IS INSTALLE DIFFERENTLY THAN THE SUBMITTED PLANS, THE INSPECTION WILL BE FAILED A D YOU WILL BE INSTRUCTED TO SUBMIT AN AS -BUILT DRAWING PRIOR TO RESCEDULING k . THE SEAL BELOW IS AN ORIGINAL SEAL AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS 0 REVISED 24" TO 36" 23 FEB 2024 No. DESCRIPTION DATE REVISIONS o NJ LL @ a 3 0 N W V } Z�—'a U =SF- w (ra oW T� La �L Z a�'N NU I..V 0 0 , W w0 3 J JF-o U W H 2 v) V woaO V O 00 a0. °ra c OwW zO v 04 N N ° 000 O a w Y O = N 7 } �� 8 2— O Z } VJ CrrO �OQ V +�+ > w 00 oo L Q O ZLu Q'a X1� __ F) L. N - U J Q o O� �� fix° Ofw �0 >°t°w WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. C) t-p; d' a� 00 � U c� cd Q �a cd o •� O 'cl 4� U o `O N �--I CAD FILE NAME ACAD\MCGUIRE EX\PEL1IER\C-1 SCALE AS NOTED DRAWN BY DRAWING TITLE ENLARGED SITE PLAN DESIGN DRAWING No. C-2