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SEP-0117-2018 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 7 + -- Community Development-Building&Codes (518) 761-8256 CED,,r,rlFIT-1CJL TE OF COMPLIANCE m er• EP-0117-2018 Date I sued: Wednesday, May 23 2018 Pernvt Nu b S s y, y , This is to certify that work requested to be done as shown by Permit Number SEP-0117-2018 has been completed. Tax Map Number: 252.-1-75.1 Location: 2999 State Rte 9L Owner: Marlin Hospitality Inc d/b/a DunhanVs Bay Resort Applicant: This structure may be occupied as a: Commercial Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&code Enforcement Planning Board or Zoning Board of Appeals. -T T TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0117-2018 Tax Map No: 252.4-75.1 Permission is hereby granted to: Marlin Hospitality Inc d/b/a Dunham's Bay Resort For property located at: 2999 State Rte 9L In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name: Marlin Hospitality Inc d/b/a Dunham's BSy13fiesBisposal-Commercial $0.00 Owner Address: 2999 State Rte 9L Total Value $0.00 Lake George,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Commercial Septic Alteration $ 150.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday,March 29,2019 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of eens urs 9,2018 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement _ SEPTIC DISPOSAL PERMIT APPLICATION Office Use Only 742 Bay Road,Queensbury,NY '12804 _ n Town oEQueensbury Permit#: c �'D 1 l T '�16 P:518-761-8256 www.aueensburv.net Tax Map ID#: 252.4-75.1 Permit Fee:$ ; Invoice#: D 212_ Project Location: 2999 State Route 9L Septic Variance? Yes No Primary Owner(s) Marlin Hospitality dba Dunham's Bay Lodge Mailing Address 2999 State Route 9L,Lake George NY 12845 Phone & Email (518)656-9242 Installer/Builder Sanitary Sewer Service Mailing Address 144 Luzerne Road,Queensbury NY 12804 1 !i l! IE Gra U V ti li Phone & Email (518)792-7257 - I �! Engineer Hutchins Engineering MAR Z b 1u1U 11111 Mailing Address 169 Haviland Road,Queensbury NY 12804 j -r IAM _ i~UI D ^C ni IMAICRI IRV Phone & Email (518)745-0307/tutchins@hutchinsengineering.conl�l BUILDING+$c CON�S Contact Person for Building&Code Compliance: Tom Hutchins Phone: (518)745-0307 RESIDENCE INFORMATION: Year Built #of bedrooms X gallons per bedroom =total daily flow Garbage Grinder Yes No 1980 or older Installed? (circle one) 1981-1991 -- — Spa or Hot Tub Yes ©o Installed? (circle one) 1992-Present 18 Units 110/Unit 1,980 PARCEL INFORMATION: Topography Flat Rolling Steep Slope 5 %Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? 48-60"by Mottling Bedrock/Impervious material At what depth? >60" 195& Domestic Water Supply —Municipal ✓Well (if well,water supply from any septic system absorption is 135 ft.) Percolation Test Rate: 1-5:00 per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 13,000 gallons(min.size 1,000 gallons,add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many: ;Size: Alternative System Bed or other type: 4 Beds Each 12x50 (2,400 SF total) Holding Tank System Total required capacity? ;tank size ;#of tanks NOTES: 1.Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2.We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 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"MANAGER'S HOUSE ,�, -.. ,MA ti . ». r «,. ., �� WASTEWATER SYSTEM 5. �>, < APPKOXIMATF, HTGHWflY BOUNDS TEL.�oorH SITE LO CATION LOCATION MAP L 95phgCT 84 / , now rw IE.. c tNtN p � 0a nnnnn nnnn / 111111111, 11t 111111! 4j� "NORTH LODGE" ttluuut Iuuuul .—lonnln 1u1u1n1 � '� � ����DD qq ABSORPTION FIELD I I I t u u u 1!1 t u u u n 1 / �_ ,""- I�I/ilfi L 6 �IS nlenut nnulul ;i i / lii II 11 I!1 I tl 11 II 11 I FLAG I !tl II It II 1 111 II tl II 1 PbLE� oCB / ; , TOWN OF QUEENSBURY !u n It u I 1 u x a u r BUILDING&CODES ulnnal uluuul �` Iuuunt nuulul ' "NORTH LODGE•• SEPTIC TANKS ° N "NORTH LODGE r4n DOSING TANK M I"el TREE �`�� °�� GONG. 3`�p/ 0 9 �Q CLUSTER ® W a m \ TRANS "SOUTH LODGE"WASTEWATER v SHUFFLE-BOARD "SOUTH LODGE"1 D00 SYSTEM.DETAILS UNKNOWN. O .".'" '">I I c ' ►+a CIA > < GALLON PRECAST I V, o "LODGE KITCHEN" (TO BE REPLACED) r > r CONCRETE SEPTIC a�i ° ° I SHUFFLE-BOARD > r O u �. ;, o0 SQ�rr. "" c, \ GARAGE/OFFICE SEPTIC TANK > �r TANKS f Ca 1- I p WASTEWATER SYSTEM AND ABSORPTION FIELD r c�J��`� ' LIMIT OF WORK AREA FOR SOUTH I > rr o ��<< ��.;`.;`\\. l FILE COPY LODGE WASTEWATER SYSTEM 40 REPLACEMENT 40, I I r3 B — EXISTING DRYWELLL ("JACK&JILL"STUDIOS W I ° ABSORPTION SYSTEM) "JACK&JILL"STUDIOS 1,000 GALLON SEPTIC TANK I p� o 0 .• oX r TOWN OFQ y � T � ,� _ BUILDING, aI _�- I `r {: -� pp� w F _ DING & 0 CRUSHEDSTONP_ ..�. ) ' v,.' ', ,_ - �,.__. � ` Reviewed By. _ Q WITH OUTDOOR ❑ '��` % - ___..�-----•"._-_ y'0`�, CARPET � , y' �. _ � _ Date. METAL P05T IN a I f o? r nj�� `STONE PILE ci w N I SEF_ _eTIC PL. T P d _ �z ❑ ❑ L- _ I HAVE CEN OR OBSERVED -A N OBJECTS 9 0 ° ° I "PORCH CABINS EAST" �4I`Q SUCH ' HOUSES, WELLS, TREES FENCES ETC SHO (�N`!HIS I N- Pis W SEPTIC TANK ME A CUMENT I MOVE PERSONALLY 00 I FLAYGROUND �� °� ° ! "PORCH CABINS EAST" ��� CE SE ORTH ON THIS DIAL r I TRANS y ' ' ABSORPTION FIELD �p N r �- I 1 "PORCH CABINS SOUTH" { .' / e°�° y'°°�`�� 1 i I TONE PILI= ..�. .—. '•! =t/U YCJ1tK r 11 I l C)C_I�Af�1'ME:NT OF 1-1 E ALTN N SEPTIC TANK �oRc :�� _ °��c�°• j GLI-NS f ALLS DIS I ZIC:T OFFICE a)W d +r PORGti ft. v, O Q SRAME nB�� / 360. I fi{ t plans 1Cj1: J Q 1. 4�6 - _. ^ PARCEL 8 arehereby AccePted. J�� � m CK i Reviewed b V�t __ .._. "PORCH CABINS SOUTH" 589,890...Sq. f f. .-'" I - Y� �� � � � •2 ABSORPTION FIELD tN #, 13.54 acres ��F {� for thc, State COMMissioner o Health F. E 2 N �P T E Cr CD W N N U W 0 7819 TAX MAP # 252.-1-75.1 L---------J 6 O _ Aq O ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED / Q PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. p t cw 114. 13' / co S75 05'00"W i z - j o 0 to to 150.00 C14z "W - r'IP li'F ,.,. S63 --- �"`� 1 REVISED PER NYSDOH COMMENTS 2/16/2018 0 ISSUED TO NYSDOH 1/4/2018 0 No. Revisions Date LANDS N/F of Q MAP REFERENCE OVERALL EXISTING SITE PLAN ti AREA OF EASEMENT 3 '� N'_[IN AROOND ENCROACHING 'i'ENNIS COURT ` JOHN SALVADOR 0 � AS STATED IN DEED BOOK 12.08 PAGE 25. 1. BOUNDARY INFORMATION FROM "MAP OF A 1134/252 04 SURVEY MADE FOR SWORDFISH REALTY, LLC, z PREPARED BY VAN DUSEN & STEVES LAND DrlhaCll fS Bay Resort - South LDdg@ Wastewater SURVEYORS, QUEENSBURY, NY. DATED DECEMBER �l ® IPF 14, 2006. LAST REVISED AUGUST 19, 2013. Dig Safely, - _ 2. EXISTING WASTEWATER, SYSTEMS PARTIAL 2999 State Route 9L, Town of Queensbury, Warren County, New York New fork INFORMATION FROM EXISTING WASTEWATER Call Before You Dig SYSTEMS - DRAWING C-1 - WASTEWATER Drawn: ,IRS/LWD I Checked: GTH I Scale: 1'=50' ' Date: 10/17/2017 Walt The Required Time M Confirm utility Response 169 Haviland Road MANAGEMENT - DUNHAM'S BAY RESORT," Respect The Marks PREPARED BY JARRETT ENGINEERS, PLLC. DATED Queensbury, NY 12804 11 OCTOBER 2010. LAST REVISED OCTOBER 4, 2010. 29858-0 1 -S�j Dig With Cara 800.962.7962 www.dlgsafalynewyork.coro Hutchins Engineering (518) 745-0307 Phone (518) 745-0308 Fox 1 .3 . � . ►r •�':a "fir'°',ae 4r I II r1 Ir r1 I III III I I 11 II Ir I FLAG I I I 11 I I i t I 11 I II II II r1 I I II II II II I POLF� 1 I 11 II II 1 ► it 11 11 it 1 � # `.. i I I� 11 11 11 1 1 II it 11 II I I ri II 11 II 1 i II Ir 11 II 1 .�: I ' rIlI11IIII rrlllllirr :,� �, �, 'gym. '. I rl Ir 11 II r 1 II 11 II 11 I .� i ; - I 1111 11 III III r l r l r l r � � I I I I f 11 11 I I I I I I I I I I 1 �� ,�•� Ft � 'y..•n ^�;-:. � ::,F', r fl I I it 11 it 11 II II 11 I I I I I r l r 1 1 1 1 II tl II 1 i l 11 it ►1 1 \ � .x,, U � ` lX - -71 ! I ' \,L---JI \ s s i -,, I I V• ""' 0 a�2 ■■■■■�■■■�■-■■-■-■I■•■t�.�M■■■■■■■A� i ■ ■ I LOCUTON MAP SITE LoGano►v ■ �T ' , I ■ 1 [ ! r ■ �\ w wEut I i ■ 1 ■ U CONC. I ------ _--_ ------ uw ■ : ■ \\\ _ (J7 n -I _- I STING DRAINAGE PIPE/TRENCH I ■ I S S r -+ PROPOSED CONSTRUCTION ACCESS I �.. TO BE REMOVED AND RELOCATED ( ■ _i AND TEMPORARY CULVERT.TO BE I [ REMOVED AND RESURFACED UPON ' I ( ■ EXISTING TREES COMPLETION. I ■ THIS AREA TO BE � Z _ -VL _ _ _ _ — _ _ ._ _. ' -� REMOVED AS O : Q NECESSARY TRANS 14"B I REMOVE EXISTING WASTEWATER^ I [ I ■ I ABSORPTION FIELD AS NECESSARY I I i FOR INSTALLATION OF NEW FIELD I d 20-M i I SHUFFLE-BOARD I "SOUTH LODGE"1,000 GALLON ' Q I ■ , I PRECAST CONCRETE SEPTIC L� t' TANK BE DECOMMISSIONED O -Ire,,,�,,,r,rrrrr,.r.r.... \ �L�/�,p ■ I i I ; AND REMOVED AS NECESSARY . x �'\T ■ (' i FOR NEW SYSTEM INSTALLATION. I n�� O C I I \> SHUFFLE-BOARD I J' ■ PUMP ALL LIQUIDS,CRUSH,AND ► [� O �j �� x o Q. r: I■ I I �► BACKFILL wlrH CLEAN SAND. 100 5 I / \ �%,440*■■■■■■■■■Slur I O REMOVE EXISUNG CONCRETE ■ �� ` I SHUFFLEBOARD PADS ■ I , , O d /c �f c� ' I ■ I 1B"B err■i■■ ri0■■■■� u� CONCRETE REMOVE EXISTING BIRCH TREE--' i I m 1 F I I ■ � s zs ■ _ C3 22"WP ■ s %. sAWCUT ASPHALT PAVEMENT- i O ■ ; CD to AS NECESSARY TO ALLOW FOR i ; INSTALLATION OF NEW WASTE- 0 O WATER SYSTEM COMPONENTS / CONTRACTOR TO REPLACE REMOVE SURFACE ORGANICS ® =r,,,,,/,,,r,/,/hY1r G ASPHALT UPON INSTALLATION S AND TOPSOIL PRIOR TO ■ PER DETAIL. ' PLACING SYSTEM Flu ■ 22"M i ■ ; ■ �� I ■ ; i _ _ _ , ■ --- __ _ ■ _z _ _, , lo O ■ % Q , i ..////lo ///, U , PATIO �4 I 1 ■ Aa-� "Mo c ol i �■■■■■■■■■■■■■�► z C3 sol c (V �- ' NE OR NEW Y K / ,<<C. H STATE DEPARTMENT OF HEALTH i I 0 Q' p!t`P •f- Glens Fails District Offios co 2Ncc Refer to first sheet for approved date and signature, * w tU 2 � f I o a11a CRUSHED STONE TAX MAP # 2 52.-1-75.1 ALTE BY A LICENSED 0EX1ST- WITH OUTDOOR ❑ PROFESSONALOENGINEER ISOF THISOCUMENT A VIOLATIONCEPT OF NYS EDUCATON LAW. WELLt CARPET H O 1 REVISED PER NYSDOH COMMENTS 2/16/2018 a0 ISSUED TO NYSDOH 1/4/2018 No. Revisions Date EXISTING WASTEWATER SYSTEM PLAN - REMOVALS Dunham's Bay Resort - South Lodge Wastewater Dig FSafety. 2999 State Route 9L, Town ofQueensbury, Warren County, New York New/.York Drown: JRSAWD ■Call Before You Dig Checked: GTH I Scale: =20` Date: 10/17/2017 ■Waft The Required Time oad ■Confirm Utility Response ■�p� Queensbur , TM US*& 169 a y 12804 a NY R ■oi9��Care Care 800-962.7962 Hutchins Engineering (5518 7745 00308 Foxe 29858 O -�� www.dpSefe1Yn•wy0rk•000 FLAG , WASTEWATER SYSTEM DESIGN : i I POLE 18-HOTEL UNITS I / DESIGN FLOW - 110 GPD/UNIT (WATER SAVING FIXTURES) SYSTEM DESIGN FLOW - 1,980 GPD SEPTIC TANK - (1) EXIS77NG 1,000 GALLON PRECAST CONCRETEim / & (1) PROPOSED 2,000 GALLON PRECAST IPROP.SEDIMENT CONTROL FENCE \ CONCRETE - 3,000 GALLON CAPACITY DOSING TANK - (1) PROPOSED 500 PRECAST CONCRETE I BED DESIGN APPLICATION Rom• .9 GPD/SF, BASED ON I 1-5 MIN/IN PERCOLATION RATE x 36"M I ABSORP�BED AREA REQ,D = (1,980 GPO)/(.9 GPD/SF) �I /II// I ■ \ ■ ABSORPTION BED AREA PROVIDED W- 12 x50 = MOO SF ■ \ ■ PROPOSED PIPE AND STONE < q ;. ■ �� I DRAINAGE DIVERSION TRENCH POTABLE WATER SUPPLY IS ON-SITE WELL r �� I TO EXISTING ROADSIDE DITCH MAINTAIN 50' MINIMUM SEPARATION BETWEEN �_ I l -*. •r, N• r I SEE DETAIL EXISnNG) SEPTIC TANK & WELL �N; MAINTAIN 100 MINIMUM SEPARATION BETWEEN tNEtLf ABSORPTION FIELD & WELLS w <' DESIGN BASIS OF 110 GALLONS PER DAY PER UNIT IS BASED _ + - — CONC. f ' ' UPON WATER SA WNG TOILET FIXTURES (f.6 GALLON PER FLUSH). rf ;'i c• TREE ------- CLUSTER " 1 - III■ t,�„{,.� /i'+� `79r. �••` �� rl / _.....—..—_. W14 �-� /`\. i i r ANY EXISTING NON WATER SAVING TOILET FIXTURES IN THE AREA ,.., to ` ! —__ —.�• _ ' '�.....��.....�_ , / Q° n' N. �� ----4 i UJ SERWCED REQUIRE REPLACEMENT TO MEET THIS STANDARD. PROPOSED CONSTRUCTION ACCESS AND TEMPORARY CULVERT.TO BE I _ rtl .} �� ,., � - �--; = SITE SOILS DATA REMOVED AND RESURFACED UPON " -�- u LOCATION MAP SITE LocAnON PROPOSED DISTRIBUTION BOX = Z TEST PIT COMPLETION. I I * . .. : .. k, ���, 4�"= - t a- a► , y� .:try . „" r PROPOSED 500 GALLON PRECAST 7 I I O TRANS I �-L - 10111117 BY TOM HUTCHINS P.E. 14"B ■ U'? `iu. 1 i Iiv� i /////////f�f�" V , ■ t� ,... CONCRETE DOSINGTANIG sNSTALL '� SYSTEM INSTALLATION NOTES I INTO EXISTING SLOPE TO ALLOW ►+ WITNESS. MIKE SHAW, NYSDOH �REQUIREDDRAWDOWN. IZ 0-6" - TOPSOIL CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAINNG AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT NEW 4"SOLID SCH-40 ■ 6-40" - CHOCOLATE BROWN SILTY FINE SAND OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 1NSTALLATION OF THERMOPLASTIC PIPE AND I ■ • PVC BUILDING SEWER 40-54" - YELLOW-BROWN LOAMY SAND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ■ z Q 54-68" - LIGHT BROWN FINE SAND \ C120"M I ■ 5HUFFL -BOARD i • AS NECESSARY I I I 68 OLIVE BROWN CLAY LOAM , A ■ PROPOSED UW GALLON 5 p_ OL -72" ' /'////////� - AFTER EXCAVATION OF 4)- 12' WIDE X 50' LONG ABSORPTION BEDS TO THE DEPTHS REQUIRED THE WALLS -�� �,p � , '�-` '� a � „�.�� ■ TRAFFIC--RATED PRECAST � � 1— O � .A �' AND FLOOR OF EACH BED SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. CONCRETE SEPTIC TANK I I O Q I ROOTS TO 58" �� ■ k� PROPOSED EFFLUENT ( £ MOTTLING ® 60 PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE PROPOSED ABSORPTION I �� .■ ? _ - "h � '" SEWER I I `'� �-- LL. +I 1 OO 5Q• `� SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE BEDS,(4)12'W x 50%BEDS, I �ii :`.: : ' _.; ", 4--- I TP-2 - 10111117 BY TOM HUTCHINS, P.E. AND PIPE. &W SF PER BED WITNESS: MIKE SHAW NYSDOH / ,r - - U LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES � 0 8 TOPSOIL THE PIPE SHOULD BE D I ■ "',. ;: a �' ��- %� s, 8-37" - MEDIUM BROWN FINE SAND, SOME SILT AND WITHOUT SAGS HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH _ / HOLES DOWN IN ALL CASES. I ■ ?`E , �.,1 . C(�\(� VERY FINE SAND T7-2 r r s '-� ♦�"' I ■ • O O O \ 37-49" - MEDIUM BROWN MEDIUM AND COARSE SAND r ♦ _ SOME SILT I ■ " " ` • �,` L_.,.__ J I 100�WELL--, i F� " ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE 1'r ` O 49-60 - MEDIUM BROWN SILT V�TH SAND I ■ �. s"s �■■■■■ ■■ ■i■i� — �n CONCR sErBncK DISPOSAL FIELD. j m .�. F ■ "`o�Y'+i L'r.'C'�i1G7 �6i'a. . F:_..'�i..� ./I/////IIII/,// •I// I ♦ � " ■ ROOTS TO 36 I ■ ll_ SAWCUTASPHAtTPAVEMENT DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. ■ z AS NECESSARY TO ALLOW FOR MOTTLING 0 48" 22"WP ■ rQ' NSTALIATION OF NEW WASTE- PRESUMED SEASONAL HIGH GROUNDWATER TABLE 0 48" •Tp_1 to WATT CONTRACTOR REPLACE I _ THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF i ■ �� U ( ASPHALT UPON INSTALLATION FILL MATERIAL NOTES WATER CONSERWNG FIXTURES AND A DESIGN FLOW OF 110 GPD PER UNIT. THE SYSTEM IS NOT DESIGNED PLACE GRANULAR SYSTEM FILL A.'" I ■ Q PER DETAIL TO ACCOMMODATE EXTREME WATER USE FIXTURES, SUCH AS JACUZZI-TYPE SPA TUBS OR WATER REQUIRED TO ALLOW LEVEL BED I ■N SLOPE ® AFTER REMOWNG ORGANICS, PLACE SYSTEM FILL OVER THE INSTALLATION.TOPSOIL,SEED,R ■'n APPRO]G 5% ` � � ' 100'WELL \ I ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERWNG WATER FIXTURES OR EXTREME WATER USE ESTABLISH TURF UPON COMPLETION ` W►TH TRACKED EQUIPMENT, FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. OF INSTALLATION. I ■ ■b 2Z"M SETBACK -- , ' I III ■ / ,�..� I ■ ■ ��// �///,//,/, •.,,, \ » ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE ■ ■ / EXISTING 1,000 GALLON- SYSTEM FILL MATERIAL SHALL BE CAREFULLY SELECTED SAND, ■ O ® SEPTIC TANK TO REMAIN. SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE WASTEWATER SYSTEM. ■ TOPSOIL � Z 5 VERIFY TANK INTEGRITY PERCOLATION RATE OF 2-5 MIN/INCH AND NO ORGANICS OR " I ■ STOCKPILE '-Up a] AND REMOVE OUTLET BAFFLE. " CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER TO DIVERT SURFACE RUNOFF AROUND 12 ME,q ■ . BY WEIGHT SHALL C R 3 IN SIZE LESS w BE FINER THAN 0.075mm (#200 SIEVE). AT LEAST 25Z OF THE ABSORPTION FIELD. MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO ■ d' t \ 2.Omm 5 SIEVE TO 10 SIEVE). LESS THAN 15X OF THE SEPTIC TANKS & ABSORPTION BEDS MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING INSPECTOR Z PA ��I O "" MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. AND DESIGN ENGINEER PRIOR TO BACKFlLL AND FINAL GRADING. F ♦"' M \ SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE SYSTEM MATERIAL SPECIE ■■■®■r II��i N ,,,, /J ,,,,,, ` i _ _ / 41 ICATIONS --- ''` MINIMUM OF 24" BETWEEN BOUNDARY CONDITION AND BOTTOM ABSORPTION BED AGGREGATE 04 l I z OF ASSORP77ON BED. ONLY SYSTEM FILL MATERIAL SHALL BE STONE 1S TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. E u) \ ' INSTALLED THROUGHOUT THE ABSORPTION FIELD AREA AND ABSORPTION FIELD PIPE TAPER AREAS. PIPING TO BE 4" PERFORATED SOR-35 PVC. INSTALL NEAR LEVEL IN BED CONFIGURATION. I ol U O U BACKFlLL MATERIAL C9 I \ Q SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN BACKFlLL TO BE GRANULAR BACKFlLL MATERIAL WITH NO PARTICLES GREATER THAN 3". BUILDING SEWER PIPE I p-- 6 LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF PIPING TO BE 4" SOLID SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. loo ` BED. DISTRIBUTION BOXES TO BE OF PRECAST CONCRETE CONSTRUCTION AND OF 6-HOLE DESIGN. / INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF EFFLUENT FILTER F� SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. EFFLUENT FILTER TO BE POLYLOK PL-525 OR EQUIVALENT. I I EFFLUENT SEWER PIPE (EXCEPT FROM DOSING TANK) C'7 I i CRUSHED 5TONEI --="' PIPING TO BE 4" SOLID SDR-35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. EFFLUENT SEWER PIPE (FROM DOSING TANK ONLY) EXIST I WITH OUTDOOR ) ❑ PIPING TO BE 3" SOLID SDR-35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. W�'Lf CARPET I FILTER TERRFA�C TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. SYSTEM FILL MATERIAL AS DESCRIBED IN "FILL MATERIAL NOTES." TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. jI NEW YORK STATE DEPARTMENT OF HEALTH Glans Falls District Office Refer to first sheet for approved date and signatui TAX MAP # 252,-1-75.1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 1 REVISED PER NYSDOH COMMENTS 2/16/2018 0 ISSUED TO NYSDOH 1/4/2018 No. Revisions Date of NEW PROPOSED SOUTH LODGE WASTEWATER SYSTEM PLAN �sQ W Dunham's Bay Resort W Dig Safely. a 2999 State Route 9L Now York 19 Town of Queensbury, Warren County,New York ■Cai Before The Required tC�p 067 Drawn: JRSAWD Checked: GTH I Scale: V-20' Date: 10/17/2017 ■wait The Required Time ■Confirm Utility Response ■Respect no Marks 7CO) 169 Haviland Road ■Dip with Caw $QO■962■?962 ueensbury, NY 12804 .�i62 aem (518) 745-0307 Phone 29858-01 -S3 Hutchins Engineering (518) 745-0308 Fox INSTALL POLYLOK PL-525 FILTER SUGGESTED., POLYETHYLENE EXTENSION TO CONCRETE RISER RINGS INSTALL EXTENSION TO GRADE WITH SUCH THAT IT IS READILY REMOVABLE GRADE W►TH TAMPER RESISTANT ACCESS AS REQUIRED TRAFFIC RATED CAST IRON MANHOLE THROUGH TANK ACCESS COVER COVER (NON-TRAFFIC AREAS) 7. COVER - - 12" MIN. COVER 12" MIN. COVER 12" MIN. COVER SEPTIC TANK NOTES �� UNITS SHALL PLY TH THE F° \ r� .� ALL COM WI E 0 THE NEW PORK 1/4" PER FOOT °.t' d ° I °e ° \ l d 1/8" PER FOOT ° o ° e MIN. SLOPE e ° ° a STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS _3- MIN. SLOPE d o ` d ° 4 ° d ° ^ ^ MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT ° ! ° °° � 1/MINPSR�OOT MA QU ° 4" HOUSE SEWER s N C . ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL LIQUID LEVEL 4" SDR-35 SEWER -3 " BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED TYPICAL FLOUT a _. LIQUID LEVEL . 4 SDR-35 EFFLUENT SEWER STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. WATERTIGHT SLEEVE T I I `a. -- - - - . ... -_. . . & SEAL (TYP.) 16" i I e WATERTIGHT SLEEVE dt�.. r ° -- VENT A TYP I SEPTIC TANKS INSTALLED IN TRAFFC AREAS SHALL BE OF EXTRA HEAVY SEAL ( ) 16, WATERTIGHT SLEEVE .) HIGH LEVEL# CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. _ EXISTING OUTLET BAFFLE I I SEAL (TYP.) TO BE REMOVED L _I ° ALL JOINTS MUST BE SEALED NMTH BUTYL SEALANT. JOINTS BELOW THE ° LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. LIQUID DEPTH LIQUID DEPTH 30" MIN. LOW LEVEL1 30" MIN. a 60" MAX. `, ° i 8" PER FOOT 60" MAX. � ° / 12" MIN. COVER ° 15" DRAWDOWN- MIN. SLOPE DISTRIBUTION BOX d . MINIMUM 2X WIDTH ; F a 3" SDR-35 EFFLUENT SEWERS ' MAXIMUM 4X WIDTH e _ (Al MINIMUM 2X WIDTH y ° . • I (FOUR LINES TO FOUR BEDS) --- MAXIMUM 4X WIDTH _ d ° ° ° °a ° d ° ° ° ° a - ad ° $ ° BAFFLE // 2" MIN. ° e ° . e ° ° PROPOSED 500 GAL. PRECAST CONCRETE' DOSING TANK USE SPEED LEVELERS TO ASSURE�/ ` PROPOSED 2,000 GAL. TRAFFIC-RATED PRECAST CONCRETE SEPTIC TANK (SEE DOSING TANK DETAIL) ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP a ° e e d .. 9 SAME ELEVATION BETWEEN INVERTS ° ° a d 4° d e " ° 4" PVC SDR-35 SOLID HEADER TO EXISTING 1,000 GALLON PRECAST CONCRETE SEPTIC TANK ABSORPTION FIELD, 1/8" PER FOOT SEPTIC TANKS AND DOSING TANK DETAIL MIN SLOPE NTS DISTRIBUTION BOX DETAIL NTS ALTERNATING FLOUT@ ARRANGMENT WITH 4 FOUR 3" OUTLETS. TYPE FL-XX32-A OPTIDIVAL_ REQUIRED ACCESS I Fl OU1s(XX= DRAWQOWN WINCHES) ACCESS 6" MIN. NOTES n *DIMENSIONS ARE REQUIREDAIE FROM INSIDE E ASPHALT ALL DIMENSIONS ORI DECORATIVE STONE NEW 8" OF CHAMBER. ALL DIMENSIONS IN INCHES OR 4" TOPSOIL, SEED PAVEMENT OR 4" & ESTABLISH TURF TOPSOIL, SEED & F $ ' MINIMUM DRAWDOWN AVAILABLE FOR ESTABLISH TURF 12" O.G ? THIS ARRANGEMENT: 15" EXISTING ASPHALT PAVEMENT TO O C •MAXIMUM DRAWDOWN AVAILABLE FOR >S� r BE SAWCUT SQUARE TO ALLOW ,..-� •�, FOR EVEN CONTACT WITH NEW 8" THIS ARRANGEMENT: 50" FILTER FABRIC TENCATE ' ACCEPTABLE EXCAVATED ASPHALT PAVEMENT ;,' 1 MAINTAIN 3 +SHIM: FLOUT DEVICES SHALL NOT DROP MATERIAL OR SUITABLE '`';�:�: ';,`.,.:_� .� :�. =;:":�, :;i MIRAFI 140N OR EQUIVALENT COVER WHERE - BEDDING : " - - - - - _- - - LOWER THAN THE OUTLET. EXCESSIVE BACKFlLL SAND BEDDI _ I ' f POSSIBLE UNDER AND AROUND PVC 3'S 1 1/2" TOP COURSE ASPHALT " WILL RESULT IN SLOW OR NO SHUT-OFF ' ✓ v o `goo 0 0 t ✓ 3 STONE PIPE (COMPACT TO 95% " 0 N 6 MIN r'. ,::>- , 6 MIN o<-C o� OF ,:• ;:, .,,,,..•,';-,<,...' o Q o 0 0 �o 0 4 0 2 BINDER COURSE ASPHALT ` DARD PROCTOR) FLOW. INSTALL A SHIM TO SUPPORT ,_. �\ R) 1 M FLOUT IF FLOOR IS LONER THAN OUTLET . .... ! " !'.. i - i �-GRANULAR SUBBASE COURSE :.. . .c, •. ....w, - OF MASONRY OR 1 2 RIGID FOAM BOARD { ::;I 1 ..._:.,:.r r ..:• .. z.-- `: 11... i N ._(� -.. ^.. SHIMS MAY BE MADE ! / OTHER SUITABLE MATERIAL PLASTIC SHIM ,- 12 >42 N -' { :.:'!! _._:.:( .. :( -- i !_..__ NYSDOT SECTION 304 TYPE 2 OR 4 OUTLET FlTTINGS (6) 12 - 12 INSULATION TO BE USED +....:.; ; !._:_.._ i _:!( ! .. i.....__ MINIMUM CHAMBER LENGTH- " " ARRANGEMENTS ARE AVAILABLE. SHIMS COMPACTED r0 959e STD. PROCTOR TYPICAL INLET DRAWDOWN X 1.2) 24" 3 SCH40 TQ 4 SHALL SUPPORT FLOUTS COMPLETELY `_ WHERE LESS THAN 3' OF SUBGRADE COMPACTED TO ( = AND BE NON-PERFORATED TO PROVIDE A " ✓-' 6N o SOR35, 4* SCH40, 6 COVER OVER PIPE IS 90% STANDARD PROCTOR TYPICAL FLOUT® OR 3" SCH40 WATER CUSHION. SHIMS MUST BE WIDE N „ PROVIDED UNDER PARKING FL-XX3UT O TOP VIEW EOU��°�ACCOMMODATE CONSULT UNLESS 6 PERFORA HOPE T ED 4 PVC " SDR-35 AREAS. ASPHALT PAVEMENT CUTTING & REPLACEMENT DETAIL 35 MINIMUM FOR RISSY FOR SHIM AND DRIFT CONTROL FLOW DIVER TER VENT t - CONTROL FLOAT OP110NS CLEARANCE +fl OW DIVERTER: INLET FLOW STIALL NOT DRA�NAGE DIVERSION TRENCH DETAIL GRAVITY SEWER DETAIL NTs ENTER OR INTERFERE WITH FLOUTS. NTS NTS DIVERT 15 n l NLET ROW WITH A Tff, ELBOW. 8" M1W. SIMILAR BAFFLE TO A LEVEL EQUAL / I HIGH LEVEL ; 3` MIN. TO OR SLIGHTLY BELOW LIQUID LEVEL. *FLOW RATES AND CAPACITIES DEPEND DRAWDOWN ON SIZE OF TANK AND DRAWDOWN USED. DRAWDOWN �"%_ + 8" MIN THIS DIAGRAM IS FOR A TYPICAL SYSTEM. LOW LEVEL M TOPSOIL D AND RF -FILTER FABRIC MIRAFI 140N a. TROL FLOAT OR EQUAL OVER TOP OF STONE •:';: . - .. . .. .. .. . . •- . . . . .. . . ... _ SEE ESTABLISH L I. � IS NG GRADE SHIM (OPTIONAL) SECTION 12" OF 3/4"-1-1/2" % 12 BED WIDTH 8 SPACING 12 BED WIDTH APPROXIA�ATE EX 77 END VIEW WASHED CRUSHED STONE 0-2 FILL REQUIRED ! '..... ..., SPACING BED INSTALLATION ( !: � 4 TYP. PIPE TO LEVEL AREA I ( DOSININ TANK DETAIL G - .. t ,i I�; - . . , . ♦ ..r -r-����• r r r r � s �y r r t a—i—• 7� ) � N ., I i , i ! i ( I ! , 1 : I ! I NTS .. -.. i i I j I ! ! I XISTING GRADE :. .r.. . . >i.. ,R ,. ;t;t,_ .�:• �. _ _...... !... - ! . APPROXIMATE E 1 JJ - ' DETAIL FROM MANUFACTURER) .� 4•t+. _ �i i ! i I I N- I- i I , , II ! , , ! I { i I ! ! i ! I { ! ! ! 100-0 ;... - j i... O.C. MA ! ! ! I ! i I.. i i I ! ! ! ! ! ! ! ! EXISTING ORGANICS TO— —12'x5O' STONE 4" SDR-35 PERFORATED PVC— EXIS77NG ORGANICS TO BE �----�_,. 36" FENCE POST BE REMOVED PRIOR TO ABSORPTION BED LATERAL INSTALLED LEVEL, IN BED REMOVED PRIOR TO PLACING FILL. DRIVEN MINIMUM 16" PLACING FILL CONFIGURATION WITH MANIFOLDED ENDS TOP 6" OF NA77VE SOILS TO BE INTO GROUND TILLED PRIOR TO PLACING FILL. ABSORPTION BED SECTION ----SILT STOP EMBED NTS IN GROUND 8" MIN. NEW YORK STATE DEPARTMENT OF HEALTH Glens Falls District Office 00 T, `,::;•' '" `:�. Refer to first sheet for approved9 •' date and signature. LIMIT OF 12'x50' -4" SDR-35 PERFORATED PVC STONE BED LATERAL INSTALLED NEAR LEVEL -PROPOSED ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED IN BED CONFIGURATION DISTRIBUTION BOX PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. SOIL BACKFILL 11 ,. {T�•':_.., 0 r „o-•1 r.: T PERSPECTIVEf .;. •`- r, ,n �. t t it L , , is , f i J i , J 1 \`F z ..r. } EFFLUENT SEWER t d =a. F DOSING TANK'r FROM DQ N 7` i.. , i. „y _ 3 ID SOR 35 SOT. x f.• :r' - ,'� r ti`fr u eg,. ;r - i ,. r , y •>'r. 1 > .rn FENCE POST r..36 FE Y- r i• J u 1.••(•i `l ii f t .. ._ REVISED SED PER NY M E SDOH COMMENTS 01 'T.I►�--- - - ..- _ •(,1,, :<�..:..:.. .;. S 2162 8 `[K r.' t Z r J i h, r, r� W-t t 2 t i k" Y J` 0 - ISSUED - %r,� `�` SED TO- Jr -r'' _ NYSDOH 1 4 018 _ 2 S� �1 / / , 1. ,,.{.: .`f✓ ..✓ J i.%, t } f .t BED EM SILTSTOP �-> � •:• �--""- t `F N o. Revisions z. Date N J - t r { N. .Tu 8 MI ,..- N GROUND " _ l, 4.. 'r" J` t{ N - - t r .: -r i - "r O • F _ D _ ETAI L E SH ET t 0.fur 3r` •`i" I' i i' , 1 - "` S f •r t'' c r: 1 L a - t .2 P .f. i r t TURBED>a UND S r 0 Z � :'Y• yy;.1, - .yiiilffi►r_���•.,.' ,�.,,.ir.�i. �Yirr•r,`I •_-.,'• "� l GROUND - - �� tiN Dunham s Bay Resort cc 50' * I w sEcnoN = ? 2999 State Route A SEDIMENT CONTROT. FENCE DETAIL Town oPQueensbury, Warren County, New York Nrs ABSORPTION BED PLAN ��p ' 781 Drawn: LWD ' Checked: GTii � scats: NOTED I Date: 10/17/2017 NTS 169 Haviland Road - Queensbury, NY 12804 29858-01 -S4 Hutchins En ineerin (518) 745-0307 Phone g g (518) 745-0308 Fox I I V \ R„ 4 ...AMR . s 'C+,, .n„ ,. ,4y,w,. - ui"'�''•'`'° #.^ d'.-,aF >..., F''LAG WASTEWATER SYSTEM DESIGN I `§t k' 'yY:"y` 'e y' >.,�L+y.'.'t3 4. �'. � Z,p$:l A'if .5,'t,. F 9'°£,'�+ %'0.;Y'•y y3 tr a�$ A§ "sS�.',. • 18 HOTEL UNITS <.;�'x,��Y.,�;�- ::� , . `•i. r.�.�>;':<:�:t; rA:'s .>,:�.�• ��- ;<';;>,� ->'a °- ,.:�'a .�; �`�,,.Y POLE DESIGN FLOW 110 GPD UNfT WATER SAVING FIXTURES "�. ° 4 v .,. ,, •�, ,... ��. / ( ) � ��,�a< x,t,�S.x. �-,�Y;x. ;,¢..� +ca�,�`>?`�'k��t'q, =h:,y if:;a'`< �:• � s:.�: .. gro.'a;"Y<:•s :3;*0"�,° i ={zvi<�x: at°' =3.r..� ems' z} rC ,,>>^,"r'":t' ,s.':3},�,p.Ye`f .. .a. 'S $'`p .'„'tai-:-"-�,,sr�,.;, :�-&,:'z.,cr'��x'.;�. • _• y, �,; .� / — h af: -•"'sr', i�A:);i�0.., ! �y .,•S'i?:,a?` $'):.MS:.'. `w�r. +,�: ,-il'`i'b Y_,/."S SYSTEM SIGN FLOW 1 980 GPD ,,..,_, '. :. ¢_>. 'ce; � .& >a n"� �: ':,.�n.:.�w Y<; ': ?ig7.�; � key:,"...aX,'?.>' .6:,.?§,, .r,.��..k.:;.z'+t aa...... •`tn:;;.'S .r�+t '>'s:s' s ;w_ l,. ..�"s< "_.. SEPTIC TANK - 1 EXISTING 1,000 GALLON PRECAST CONCRETE ,:*,:� ,»; ,': ' ... `�<-;O i ,.' ;"+„gig: a';;�.�. �;�'•a', r'@ 'b°3 a"ry, .?.Y: • :a. .,y;_. .' i, � F :'X � s'' .y"++ 4� .'aaib,. ".#^'+:fi�,a.•;-t .:1=eT .1•'JT�w,q.efk;$j:',At.".. :.4 �?•-V` w ,.-:.s,;« .?ys,_m `�' ,.r,; .i '4..; ,w r„"".,;.L'a;"r`:',°w,n`d•'P' ``f .1f ''4?''m`Y:.':v`'>',': & 1 PROPOSED 2,000 GALLON PRECAST �r -� �" `�..: � ? •• �,"�:. e :r+d n' "g '> .,,.$A""_' r;,a��Z.'a ac".� �..., _. x,,: .;:a„•-".��,>`�,.kzx CONCRETE - 3,000 GALLON CAPACITYs�':•��,;;'° - � ' �"yx"'°''4� 3 .•�< a'4:.,,,.e.. a �.�, �aa� �"• .sg5r..r v' .���, <�;i:'�•, „ ".%.;#. : �'nx•rq*t."a;a ",z:"'' r< p h .,�, i ,d-gs,�,w,i:;y?�:75:>`1s•;'�=k`:w-a '�'r , _ '/ic aZ a= g✓0 "rg• ;.. t:•.', +>, '$: Y'� 'ass` 2 ;.,, pA±"•;�•' i '—(T- / \ K,+a,v";•�.>" � '�. imp', .y>:: ,gip x" 'i> k..e.... �>':�.;�t l� x,:g'�:y=A �, � M�,y. I x%�":` �s4�X��.:,x`L�S``,. ,�, .�.,. -•,'�'':as�'�' i° :.sl+r `"Ay,•»';".+,,.,>','•°, ;`L,,.'=.ra• ,.w:�.x.:"�: •�.'v ,k7, �`'_ DOSING TANK (1) PROPOSED 500 PRECAST CONCRETE Ya, `` ri I fir_ �_ ,_;: �' '�•�'' I / - �.. ,� ��"° '� � ��;. aka a-,.,� *:;, 3�<, r.� >; • ,. r ass .� �*�.;• .;� .�",- yn~~,�'�.r .atirY�^��� a�'�x,^'�°'r�`.• - BED DESIGN APPLICATION RATE: .9 GPD/SF BASED ON �-'� , a i t, ih , . x V .,��. '% Ott •.,'r.�$•. .. _ I 1 5 MIN N PERCOLATION RATE < s pa�:'a .•a�,_E•,b�' P`�.`K.;.. ...,::1 ` y S'su- tia: '"c y,��!;?b�....:,"a - I e.Pad,. J'f: 'f''^ A ^C•.':AI,A"Y.<< n > i� ,."id <� +4f.+, 8; °+<"•`-x I � •� �.. ,.aR �°<i 11,'§, '9� i "$ z?� .. }y,y" < " �4q'i'I:r4<„`;''" 'C=�yFi±'''�',.'° a-y,<..•. vi�,'. y-`•}F.,% a .K � T:Y^ `o,'`'m '�.'..'d"�:e°, '•r':"ey.aY� °�''0,•i-"H4" �y...a• " I V — ..n.;, '':::�°:,, .''::'. +`--.' `! r"„d`:s."xi•a 36 M I ABSORPTION BED AREA REQ D - 1 980 GPD .9 GPD SF _ �. ''` a• aR � ;�°g::& — ai}x; ;;. < =r, z, k a' ':g•'3 �.. "<a.- 'a< "P ,i'.,q,. `G`:pi;.?+.°"ah `,. ;..°}; i I / 2 200 SF �,s ` �.�; � :.� xL 'r;�{� '�� ; .} :` ,��;;• °�'��,.�• ar,:.>• >.<:, �s;: �:_;,�- , � � •'i w ,,3n+X> 5, s"" 6�$K..e u�MR3,. . b�,"t}'.."laY `h. ^yY • "" (4)— 12 x50 - 2 400 SF �' '' _. • � :,:��• � ABSORPTION BED AREA PROVIDED - ( ) ��k„ ;�s�;�:�_* :'� '•�'��:`,;: � , '��-" I i NEW PIPE AND STONE DRAINAGE DIVERSION TRENCH ` _;�,, , - q I %_ POTABLE WATER SUPPLY IS ON-SITE WELL �__�-' I I TO EXISTING ROADSIDE DITCH • I I MAINTAIN 50 MINIMUM SEPARATION BETWEEN k�w `i J I S I SEPTIC TANK & WELL �� o.',E '. • \�. �♦ LU maST I MAINTAIN 100 MINIMUM SEPARATION BETWEEN �,, ' i -n I :\\ ♦♦ U I WELLf ABSORPTION FIELD & WELL I .•\ .♦ Q � r i ,.�:, < � :�. • `"',-;,,w vim``° � .*,. •. �/ I DESIGN BASIS OF 110 GALLONS PER DAY PER UNIT IS BASED I NEW DISTRIBUTION BOX {•� 1.• UPON WATER SAVING TOILET FIXTURES (1.6 GALLON PER FLUSH). , 01 17>.rA„ ♦♦ r-------1 -------1 i ' I r"�'"~'*'"r.� t, ?`, _,� TREE \\. -'I �------- r _,, ANY EXISTING NON WATER SAVING TOILET FIXTURES IN THE AREA „ r s 7 `s -J CLUSTER \ I S �S I ----------� f-------- L1J 2 ' } I l< O SERVICED REQUIRE REPLACEMENT Tiff MEET THIS STANDARD. �: =• -------� f I - it - `1 SITE SOILS DATA SITE LOCATION _ -}^ V ` L ATION MAP r „ z TEST PIT TRANS O " .•_-.; ,> NEW 500 GALLON PRECAST IC r��+�����1��� M-_l - 10111117 BY TOM HUTCHINS, P.E., 14 e .--,' - �' " , -' CONCRETE DOSING TANK y ® SYSTEM INSTALLATION NOTES ;! WITNESS: MIKE SHAW, NYSDOH 0-6" - TOPSOIL CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT I � — Q 6-40 - CHOCOLATE BROWN SILTY FINE SAND OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND FA I I 40-54" - YELLOW-BROWN LOAMY SAND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. z 54-68' - LIGHT BROWN FINE SAND AA . " , NEW 4"SOLID SCH-40 68-72 - OLIVE BROWN CLAY LOAM AFTER EXCAVATION OF (4)- 12 WIDE X 50 LONG ABSORPTION BEDS TO THE DEPTHS REQUIRED, THE WALLS PVC BUILDING SEWER \ 0 ,,,/, """"":,` AND FLOOR OF EACH BED SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. �'� 4 J AS NECESSARY " _ O I ROOTS TO 58 SHED � 11 MOTTLING 0 60" PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE 44 d 69.5 NEW EFFLUENT , �C � I SEWER LJ 5�. Q I1- +� 1 00 �jQ. FT SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE I TP-2 - 10111117 BY TOM HUTCHINS P.E. O , AND PIPE. ' WITNESS: MIKE SHAW, NYSDOH 0-8" - TOPSOIL NEW ABSORPTION � •-t;'`"`w';'a, '1 ,A." F` �� `�' O I I O\ �� %: � I / 8-37" - MEDIUM BROWN FINE SAND, SOME SILT AND THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES 1 ('� O / WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH BEDS, 4 12'W x 50%BEDS � ) �:• u ' ;r cQ\(� VERY FINE SAND 600 SF PER BED I I I TP-2 t "Y 'y``y "{F O - I �� " HOLES DOWN IN ALL CASES. t%`==`_b 1 FS 4,' - -- 37-49 - MEDIUM BROWN MEDIUM AND COARSE SAND, r,. . SOME SILT ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE _ l00 WELL_— w 49-60" - MEDIUM BROWN SILT WITH SAND NEW 2,000 GALLON CR. SETS CK DISPOSAL FIELD. t.,,s .1 'q 1 ,,,,,,,,,,,,, •„ TRAFFIC-RATED PRECAST I I Cn CON ,,,,,,,,,,,,, F k CONCRETE SEPTIC TANK " ROOTS TO 36 I I ; WITH CAST IRON RISERS ' DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. z MOTTLING 0 48" " r�i � .. / EXISTING 1,000 GALLON "r rr`tb- "� C� PRESUMED SEASONAL HIGH GROUNDWATER TABLE 0 48 1220 WPI TP-1 ED (j) 5 SEPTIC TANK TO REMAIN. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF VERIFY TANK INTEGRITY ""'"�; FILL MATERIAL NOTES WATER CONSERVING FIXTURES AND A DESIGN FLOW OF 110 GPD PER UNIT. THE SYSTEM IS NOT DESIGNED U 5 AND REMOVE OUTLET BAFFLE. I —� TO ACCOMMODATE EXTREME WATER USE FIXTURES SUCH AS JACUZZI-TYPE SPA TUBS OR WATER a I " ` � NATIVE SLOPE ; �,��; � � '" AFTER REMOVING ORGANICS, PLACE SYSTEM FILL OVER THE ' APPROx 5% 4 100 WELL \ I ENTIRE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA TREATMENT EQUIPMENT. THE INSTALLATION OF NON-CONSERVING WATER FIXTURES OR EXTREME WATER USE I022"M / SETBACK ` y I WITH TRACKED EQUIPMENT, FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. "SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE I O 10 SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE WASTEWATER SYSTEM. T`- / PERCOLATION RATE OF 2-5 MIN/INCH AND NO ORGANICS OR o2"M / Q j OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT SHALL CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM 1N ORDER TO DIVERT SURFACE RUNOFF AROUND ---- - - BE FINER THAN 0.075mm (#200 SIEVE). AT LEAST 25% OF THE ABSORPTION FIELD. / U � � %_,,,_,,,,,,,,,,,,,,,,,,,,,,/,,,,• III ' - O MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO I / '•����'��������� � � 2.Omm (#35 SIEVE TO #10 SIEVE). LESS THAN 15% OF THE SEPTIC TANKS & ABSORPTION BEDS MUST BE INSPECTED BY TOWN OF QUEENSBURY BUILDING INSPECTOR O MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. AND DESIGN ENGINEER PRIOR TO BACKFILL AND FINAL GRADING. I O _-- I �"M \ / SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE SYSTEM MATERIAL SPECIFICATIONS MINIMUM OF 24 BETWEEN BOUNDARY CONDITION AND BOTTOM ABSORPTION BED AGGREGATE / z / OF ABSORPTION BED. ONLY SYSTEM FILL MATERIAL SHALL BE STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE. (j) INSTALLED THROUGHOUT THE ABSORPTION FIELD AREA AND ABSORPTION FIELD PIPE I Q N TAPER AREAS. PIPING TO BE 4" PERFORATED SDR-35 PVC. INSTALL NEAR LEVEL IN BED CONFIGURATION• I moo ; � � / � ; BACKFILL MATERIAL <9 SYSTEM FILL MATERIAL 1S TO BE MECHANICALLY STABILIZED IN BACKFILL TO BE GRANULAR BACKFILL MATERIAL WITH NO PARTICLES GREATER THAN 37 . BUILDING SEWER PIPE \ O 6" LIFTS MTH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF PIPING TO BE 4" SOLID SCH-40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. .P - �.� 01 BED. DISTRIBUTION BOXES `= TO BE OF PRECAST CONCRETE CONSTRUCTION AND OF 6-HOLE DESIGN. INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF EFFLUENT FILTER MAY z Z 201$ SYSTEM FILL MATERIAL PRIOR TO TRANSPORTING TO SITE. EFFLUENT FILTER TO BE POLYLOK PL-525 OR EQUIVALENT. I EFFLUENT SEWER PIPE(EXCEPT FROM DOSING TANK) TOWN OF OUEENSfiUr2Y CRUSHED STONEI - PIPING TO BE 4" SOLID SDR-35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. BUILDING& ENSBU H EFFLUENT SEWER PIPE(FROM DOSING TANK ONL)qCODES EXIST. WITH OUTDOOR I PIPING TO BE 3" SOLID SDR-35 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE �WELLt CARPET � FILTER FABRIC CO FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. SYSTEM FILL MATERIAL I / Q / f AS DESCRIBED IN "FILL MATERIAL NOTES." I I � TOPSOIL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. I01 RECORD DRAWING AS BUILT INSTALLATION DATE: MAY 2018 INSTALLED BY - SANITARY SEWER SERVICE TAX MAP # 252.-1-75.1 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. - L••'�• . Y • • • . • • • V V V V Y V Y 2 RECORD DRAWING 5/16/2018 "�- 1 REVISED PER NYSDOH COMMENTS 2/16 2018 �- 0 ISSUED TO NYSDOH 1/4/2018 allo. Revisions Date n a _j PROPOSED SOUTH LODGE WASTEWATER SYSTEM PLAN Dunham's Bay Resort Dig 1Safelya m m F- 2999 State Route 9L New/,York r• E M J Town ofQueensbuiy, Wamen County, New York ■Call Before You Dig MV) ®Walt The Required Time N c 0 m Drawn: JRS/LWD I Checked: GTH I Scale: 1'=20' I Date: 10/17/2017 ®Confirm Utility Response ■Respect The Marks ®Dig with care to p) 169 Hoviland Road N N aoo•962■7962 C Q Queensbury, NY 12804 (518) 745-0307 Phone 29858-01 -S3 www.dlgsafelynewyork.can Hutchins Engineering (518) 745-0308 Fax INSTALLED: POLYETHYLENE EXTENSION TO INSTALLED: EXTENSION TO GRADE INTH INSTALLED: POLYL�( PL-525 FILTER GRADE WITH TAMPER RESISTANT ACCESS TRAFFIC RATED CAST IRON MANHOLE COVER (NON-TRAFFIC AREAS) COVER 12" MIN. COVER SEPTIC TANK NOTES 1/4" PER FOOT ° °� ° / ° 1/8" PER FOOT f ° ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK MIN. SLOPE I _ ° STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS 3" MIN. SLOPE 1/8" PER FOOT ^ ^ ° ° ° a ° ° _ MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. - . .._... _..-.... .- MIN. SLOPE 4" HOUSE SEWER ° _ " LIQUID LEVEL 4" SDR-35 SEWER ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL '! ° _ LIQUID LEVEL I 4' SDR-35 EFFLUENT SEWER TYPICAL FLOUT a BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED WATERTIGHT SLEEVE ° �� STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. & SEAL (TYP.) ° 16" WATERTIGHT SLEEVE & � � � ° — VENT SEAL (TYP.) 16" � WA1ER71GHT SLEEVE &� SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY SEAL SLEEVE & HIGH LEVEL± CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALL JOINTS MUST BE SEALED W11N BUM SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. LIQUID DEPTH ° ° LIQUID DEPTH 30" MIN. LOW LEVEL± 30" MIN. 60" MAX. " ° i 8" PER FOOT " 60 rIAX. ° MIN. SLOPE DISTRIBUTION BOX 15N. CO VER " DRAWDOWN- — ° °°, MINIMUM 2X WIDTH 3 °I 3 SDR-35 EFFLUENT SEWERS °, MINIMUM 2X WIDTH ° MAXIMUM 4X WIDTH ° ° I (FOUR LINES TO FOUR BEDS) ' MAXIMUM 4X WIDTH ° ° d a ° a BAFFLE d ° e ° °d - 2" MIN. ° °d e ° ° ° ° A ° ° ° NEW 500 GAL. PRECAST CONCRETE DOSING TANK USE SPEED LEVELERS TO ASSURE PROPOSED 2,000 GAL. TRAFFIC-RATED PRECAST CONCRETE SEPTIC TANK (SEE DOSING TANK DETAIL) ALL OUTLETS ARE AT EXACTLY THE 2" MIN. DROP ° e d < SAME ELEVATION BETWEEN INVERTS ° ° ° EXISTING 1,000 GALLON PRECAST CONCRETE SEP11C TANK 4' PVC SDR-35 SOLID HEADER TO ABSORPTION FIELD, 1/8" PER FOOT SEPTIC TANKS AND DOSING TANK DETAIL MIN SLOPE NTS DISTRIBUTION BOX DETAIL NTS ALTERNATING FLOUT® ARRANGMENT WITH FOUR 3' OUTLETS. TYPE FL-XX32-A OPTIONAL REQUIRED ACCESS FLOUTS(XX= DRAWDOWN IN INCHES) ACCESS 6" MIN. ' J NOTES: *DIMENSIONS ARE REQUIRED MINIMUMS. ALL DIMENSIONS ORIGINATE FROM INSIDE DECORATIVE STONE 8" OF CHAMBER. ALL DIMENSIONS IN INCHES OR 4" TOPSOIL, SEED NEW ASPHALT & ESTABLISH TURF PAVEMENT OR 4" ` a TOPSOIL, SEED & * MINIMUM DRAWDOWN AVAILABLE FOR ESTABLISH TURF EXISTING ASPHALT PAVEMENT TO THIS ARRANGEMENT 15' 12" O.C. Z BE SAWCUT SQUARE TO ALLOW o; *MAXIMUM DRAWDOWN AVAILABLE FOR I FOR EVEN CONTACT WITH NEW 8. THIS ARRANGEMENT so' ACCEPTABLE EXCAVATED ASPHALT PAVEMENT FILTER FABRIC, TENCATE =sHiM: FLOUT DEv►cEs SHALL NOT DROP - MIRAFI 140N OR EQUIVALENT C E LOWER THAN THE OUTLET. EXCESSIVE = . ✓- POSSIBLE BACKFILL-0 SAND BEDDING DING 3.5 1 1 2" TD MAINTAIN 3MATERIAL . � OVER WHERE � � DROP ;;,_. UNDER AND AROUND PVC ����� ! .. P COURSE ASPHALT �, 6" MIN RESULT IN slow OR No SHUT-OFF #3 STONE PIPE (COMPACT TO 95q 6" MIN �o o 07 00 0 � FLOW. INSTALL A SHIM TO SUPPORT % ✓ STANDARD PROCTOR) O o 0 0 C) o 0 00 �� 0 2 BINDER COURSE ASPHALT r• •• 1 FLOUT IF FLOOR IS LOWER THAN OUTLET SHIMS MAY BE MADE OF MASON OR: ./ \,•••, •-•--••. :..:• ,. � ,- � "„ + 2 RIGID FOAM BOARD GRANULAR SUBBASE COURSE OTHER SUITABLE MATERIAL. PLASTIC SHIM M 12 .:; 12 -OUTLET FITTINGS (6) 12" 12" INSULATION TO BE USED - NYSDOT SECTION 304 TYPE 2 OR 4 ARRANGEMENTS ARE AVAILABLE. SHIMS MINIMUM CHAMBER LENGTH= 3" SCH40 T0: 4' SHALL SUPPORT FLOUTS COMPLETELY WHERE LESS THAN 3' OF SUBGRADE COMPACTED TO TYPICAL INLET COMPACTED TO 959 STD. PROCTOR (DRAWDOWN X 1.2) =24" f 6" COVER OVER PIPE IS 90% STANDARD PROCTOR SDR35, 4" SCH40. AND BE NON-PERFORATED 70 PROVIDE A : 'T BE 110DE �...,, , :._; 6„,,; `, r. ;.:'..,- TYPICAL FLOUT® TOP VIEW OR 3' SCH40 ENOUGHWA MR TO O ACCOMMODATE SHION. SHIMS SDRIFT UNLESS 6" PERFORATED Y`<'`'.' ' :;.:; " PROVIDED UNDER PARKING FL-XX32-A 4 PVC 3.50 MNIMUM FOR SFr FOR SH►M'AND USED. CONTROL HOPE PVC SDR-35 AREAS. ASPHALT PAVEMENT CUTTING & REPLACEMENT DETAIL FLOW D►VERTER VENT-� ( - CONTROL FLOAT OPTIONS NTS :.� CLEARANCE *FLOW D►VERTER: INLET FLOW SHALL NOT DRAINAGE DIVERSION TRENCH DETAIL GRAVITY SEWER DETAIL ENTER OR INTERFERE WITH FLOUTS 8" MIN. OR INLET FLOW TO a �' QUAL NTS NTS TO OR HIGH LEVEL ` ` - 3" MIN. I \ SLIGHTLY BELOW LIQUID LEVEL *FLOW RATES AND CAPACITIES DEPEND ON 92E OF TANK AND DRAWDOWN USED. DRAWDOWN j X 8 THIS DIAGRAM IS FOR A TYPICAL SYSTEM. . .1 LOW LEVEL ` -O J \ TOPSOIL ON ENTIRE FILL AREA,— -FILTER FABRIC MIRAFI 140N :.• .. . - `CONTROL FLOAT - - SEED AND ESTABLISH TURF OR EQUAL OVER TOP OF STONE SHIM (OPTIONAL) SECTION 12" OF 3/4"-1-1/2" 12' BED WIDTH �' 8' SPACING 12' BED WIDTH APPROXIMATE EXISTING GRADE END VIEW WASHED CRUSHED STONE 0-2' FILL REQUIRED 4 TYP. PIPE - TO LEVEL AREA FOR DOSING TANK DETAIL SPACING BED INSTALLATION NTS - 51 XIS77NG GRADE DETAIL FROM MANUFACTURER APPROXIMATE E y� x - • 6 w l - i Y _ MIN STONE-� BELOW_PIPE O.C. MAX. EXISTING ORGANICS TO-� —12'x5O' STONE 4" SDR-35 PERFORATED PVC— EXISTING ORGANICS TO BE 36" FENCE POST BE REMOVED PRIOR TO ABSORPTION BED LATERAL INSTALLED LEVEL, IN BED REMOVED PRIOR TO PLACING FILL. DRIVEN MINIMUM 16" PLACING FILL CONFIGURATION WITH MANIFOLDED ENDS TOP 6" OF NA77VE SOILS TO BE INTO GROUND TILLED PRIOR TO PLACING FILL. ABSORPTION BED SECTION ---SILT STOP EMBED NTS IN GROUND 8" MIN. ' .l.• T LIMIT OF 12'x50' -4' SDR-35 PERFORATED PVC STONE BED LATERAL INSTALLED NEAR LEVEL -NEW DISTRIBUTION BOX ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED IN BED CONFIGURATION SOIL BACKFILL PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. O .i' ..T, TTn� �•.�,. ,T+"n—; T,.,. �Y:T+ .!�� PERSPECTIVE �C- , < <: -t Y G / l 2 Y EFFLUENT SEWER FROM DOSING TAN y - , K " , 'r' 3 SOLID SDR-35 tl V Y Y °4 V Y Y ,•,w _ 2 RECORD D DRAWING 0 W NG POST 5 16 1 FENCE 20 8 36 FE ;�'<l , / / - l - , 12' ,` - •• 1 REVISED PER NYSDOH COMMENTS 2/16/2018 Z - r �Y -y.u/ < c ISSUED TO N Y 1/4/2018 SILT STOP EMBED o - No. Revisions Dat e GROUND 8 MIN. IN N I• J} - '7 'r F _ l l O `2.5 n'"-- 1 DETAIL SHEET r YR 'x 2 r !-�r Z UNDISTURBED - r� co GROUND �-�- ; l' -mil --�= Dunham's BayResort 50' SON 2999 State Route A SEDIMENT CONTROL FENCE DETAIL Town of Queensbury, Warren County, New York NTs ABSORPTION BED PLAN Drawn: LWD I Checked: GTH I Scale: NOTED ' Date: 10/17/2017 NTS 169 Havilond Road Queensbury, NY 12804 29858-01 -S4 Hutchins En gig (518) 745-0307 Phone g g (518) 745-0308 Fax