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1.2 1.2 SETPH.VAR\Kruger-Replacement Wastewater System to Lines,House,Well and Lake—4-2-18 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF LEE AND CHRIS KRUGER RESOLUTION NO.: ,2018 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Lee and Chris Kruger(Applicants)have applied to the Local Board of Health for variances from Chapter 136 to install a replacement wastewater treatment system as follows: 1. Absorption field to be 83' from the lake instead of the required 100' setback; 2. Absorption field to be 95' from the neighboring well line instead of the required 100' setback; 3. Absorption field to be 7' from the property line instead of the required 10' setback; and 4. Wastewater tank to be 8' from the property line instead of the required 10' setback; 5. Wastewater tank to be 4' from the dwelling instead of the required 10' setback; on property located at 6 Morton Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, April 16t1', 2018 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Lee and Chris Kruger's sewage disposal variance application concerning property located at 6 Morton Road, Queensbury (Tax Map No.: 239.12-2-82) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500' of the applicant's property as required by law. Duly adopted this 2nd day of April, 2018,by the following vote: AYES NOES ABSENT: ' SEWER\Kruger—Replacement Wastewater System to Lines.House.Well and LG—4-16-18 NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, APRIL 16TH, 2018 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY LEE AND CHRIS KRUGER FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A REPLACEMENT WASTEWATER TREATMENT SYSTEM AS FOLLOWS: 1. ABSORPTION FIELD TO BE 83' FROM THE LAKE INSTEAD OF THE REQUIRED 100' SETBACK; 2. ABSORPTION FIELD TO BE 95' FROM THE NEIGHBORING WELL LINE INSTEAD OF THE REQUIRED 100' SETBACK; 3. ABSORPTION FIELD TO BE 7' FROM THE PROPERTY LINE INSTEAD OF THE REQUIRED 10' SETBACK; AND 4. WASTEWATER TANK TO BE 8' FROM THE PROPERTY LINE INSTEAD OF THE REQUIRED 10' SETBACK; 5. WASTEWATER TANK TO BE 4' FROM THE DWELLING INSTEAD OF THE REQUIRED 10' SETBACK; ON PROPERTY LOCATED AT 6 MORTON ROAD IN THE TOWN OF QUEENSBURY, (TAX MAP NO.: 239.12-2-82). AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: APRIL ,2018 CAROLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY ENVIRONMENTAL DESIGN 41 PARTNERSHIP, LLP. 900 Route 146 Clifton Park,NY 12065 (P)518.371.7621 (F)518.371.9540 edpllp.com Shaping t.7ic,�^hy:-•tcal li;:i ii�_n-,reit 30 March 26, 2018 Town of Queensbury Board of Health 742 Bay Road Queensbury, NY 12804 Attn: John Strough,Supervisor 7 Re: Kruger Wastewater—6 Morton Drive .. BOH Variance Request V J Dear John: Submitted for your distribution and review are nine sets of a Board of Health wastewater system variance application for a single family residence located at 6 Morton Drive. Owners Lee and Chris Kruger are proposing to replace their existing waterfront wastewater system and are requesting a Board of Health variance for relief from certain setback requirements. The application documents include the following: • Replacement Wastewater System For The Kruger Residence-6 Morton Drive Sheet V-1 Variance Plan Sheet V-2 Clarus Details Sheet V-3 Wastewater Details • Queensbury Town Board of Health Application for Septic Variance • Application Fee-$100 check I am available to meet with you and/or other Board members to further discuss this proposal prior to the public hearing. Thank you for your consideration of this request. Sincerely, 1"* 0=3"f Dennis MacElroy, PE Environmental Design Partnership Attachment Cc: Dave Hatin Lee& Chris Kruger V SEPTIC VARIANCE Office Use Only. Received: APPLICATION Permit#: Fawn of Oyern 742 Bay Road,Queensbury,NY 12804 Permit Fee: P:518-761-8256 www.queensbury.net Invoice#: Approvals: Submittal: I original&8 copies of the completed application package Property Owner(s): LEE 4 C gro t4i x c'R Owner's Agent: ��.�»M ��[crfte Address: A:64 DN'' RA1,E•3 �LV� Address: swG�ti.Et1�Fi4U Ter..* c�'?EW'Ela. J v ti..c.T1 c)S.i 1•LY tz,33 G.I.Jet447 Fi411.� NY 12.$t)1 T Phone#: 13044-.5 '`{$9 — Z'477 Phone#: ' S ✓7►(o-"4'4 Site Address: 47 rAeMs.mre.rk 2D. Tax ID#: 2.:59 Z,—Z- 152, Directions to Site: A XJC) 11 . .—re1,zotecresvidL To, -152A>0.1' uSAY r 1 TID.4 Distance from well on property to septic system(if applicable) t4A feet Is it possible to install a conforming septic system on this property? Yes ✓ No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? Yes ✓ No If NO,please explain: }�p,' je1 ApDt, `eztA Is the proposed system to be installed under a parking area? Yes No Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): 13C, —c; D ; "TAsp_a, V- 1 Awoost?Tmr4 rokbTo 15£ 85 -r -rjc LAKE Vn. loo -r—th 1 V-z Aro 'r't',eN4'Fi¢%.1) -To - c 93. -ra. -r►4£ rtttatftimLex. V JCI.t. V15. 1c)o' 4w 1 V-11, Aspoarrrtem4 tr te$ Ta 3E 7' To Tt1 g 1' siL Y LrWs 'J'3. Ib�'REoaw i '� Y-� WA rrri.w riE'i •Tim4 C Ta r"E 8: To lUE°-.4.4WIL9411 NIO. 10 wa4Wti.1 \J-S W,4FY«uheirr ria—r .1440 Ti. 13E Ht' —re,7r14%. spa,L-1�a. t ' 'Reatu, Rei Septic Variance Application February 2018 List the names,parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: JA ,t+ Aa '.Ju►'?RrE 'iZ,c estr £.rowirnops 1-rtoorree North Name Awgrit.N.T ;ftaiontlE Address ► r. cot, - tMT tlEorcvtEs'Tele.Ves Tax Map ID VI".tZ-Z.- 1 �.tZ.-2•!�1 South Name ...100S-P1r1 \J. '5t4A`( Iszits.vc.cAvt.z."Fexarit Address '5$I g4enrrst 11EV4 AV t 'Tl �t Ds.a c m.ui M1 i. "Pu I,�A T'yt u..0 it4V tC31 70 fag Tax Map 10 AITM : Lou.% '3 4A"K,C.e:itT.+tsrPlet � LJE.9"t t e t.$ crrrieot GZr'! _tZ-Z- 83 2.1,1,tZ.-L- S3 East Name LAKE. GEesR.ca.E. Address Tax Map ID West 'R 'DL E-( LAKE LI' Address Z.0 MRA1)L.E%< Tax Map ID Z3°1*l - -8Q OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities 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. /' Owner—Print Name: KY'U Date: 3/X_ p IOwner--Signature: S-{ Date: 3/3.1.•//c' jaIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at I/We realize that putting the septic tank or leaching system less than ti*required _ feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: l+leigitbor'lTenatrt tore: , - - s PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location &dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features(street, steep slopes, lakes,wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: \---r--12'."---).„ mew ---) ($4000,4 w t. 0 I tY i i '"\---.-j"" ^:i I i A. t.-11— iii..--.. 1ai t 1141 ' /rill • : P , " 4 ,—. o i 0 Lb" 11 . i S um{ith. .1 ..il St 1 I WPM10.11,1 I )1 0. 4.7 wo.w.0 0 ai 4 Septic Variance Application February 2018 AUTHORIZATION AND SIGNATURE PAGE This page indudes 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: Lf_e_ kr 1c Designates: 34I4t r as agent regarding the Septic Variance for Tax Map#: vag. 1z~'L -8Z OWNER'S SIGNATURE: ' t t A DATE:jaefla_ Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic design,storm drainage,etc.as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note:Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Officiatial 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: L ` a , V'OWNER—SIGNATURE: , J %, . OtE AGENT—PRINT NAME: I it) - "1,4,,,t4:: AGENT—SIGNATURE: % ...„.4%, -� a, '* a .. SepticVartanceAppication - - - - --,tit d - ,,,* - -3-_-,-.7.--7,..-714 "i..--7,. ��" "w `, ,. ,- . ck , ' `, � f -..yrs .. _' -- - - - _, ,.,tea' '' .: >.., .- -, . -_.. s - - ''''''''a''';7. ,' ate 4,44:71±'.-- � � '''-z,-; ti' � M1 m c To�ON LANE GRAPHIC SCALE �'v O SHED I AW NCE P,EQ:UE Se THE PROPOSED WASTEWATER SYSTEM WILL REQUIRE VARIANCE RELIEF FROM EXISTING SECTIONS OF CHAPTER 135-9 D OF THE TOWN OF QUEENSBURY CODE. THE SPECIFIC VARIANCES WILL BE AS FOLLOWS: V-1 ABSORPTION FIELD TO BE 82' TO THE LAKE VS. 100' REQUIRED V-2 ABSORPTION FIELD TO BE 95' TO THE NEIGHBORING ?� WELL VS. 100' REQUIRED V-3 ABSORPTION FIELD TO BE 7' TO THE PROPERTY LINE VS. 10' REQUIRED V-4 WASTEWATER TANK TO BE 8' TO THE PROPERTY LINE q, VS. REQUIRED j V-5 WASTEWATER TANK TO BE 4' TO THE DWELLING VS. � 10' REQUIRED LANDS OF ELEANOR H. MORTON (484/82) LAKE WATER SUPPLY STONE & DIRT / PARKING /J 161 LANDS OF LEE AND CHRIS KRUEGER LAKE WATER SUPPLY FORCE MAIN =� DIR-r DRIVEWAY STONE PARKING / AREA TP -2 BLOCK- T—OF WAY TO a PATIO .lC H GHWA Y PROPOSED ABSORPTION I FIELD / 475 SF 70.0' METAL SHED ON CONCRETE SLAB AM-- WANNVW�l 20 15 10 5 0 20 40 80 (IN FEET) 1 INCH = 20 FT. TP -1 SILT FENCE N o n lbr Y,tc s �r 1 sl E o ", I 1 15 -. :�3 tib.' � • �. .� tt I i - ,,, _ -._ To�ON LANE GRAPHIC SCALE �'v O SHED I AW NCE P,EQ:UE Se THE PROPOSED WASTEWATER SYSTEM WILL REQUIRE VARIANCE RELIEF FROM EXISTING SECTIONS OF CHAPTER 135-9 D OF THE TOWN OF QUEENSBURY CODE. THE SPECIFIC VARIANCES WILL BE AS FOLLOWS: V-1 ABSORPTION FIELD TO BE 82' TO THE LAKE VS. 100' REQUIRED V-2 ABSORPTION FIELD TO BE 95' TO THE NEIGHBORING ?� WELL VS. 100' REQUIRED V-3 ABSORPTION FIELD TO BE 7' TO THE PROPERTY LINE VS. 10' REQUIRED V-4 WASTEWATER TANK TO BE 8' TO THE PROPERTY LINE q, VS. REQUIRED j V-5 WASTEWATER TANK TO BE 4' TO THE DWELLING VS. � 10' REQUIRED LANDS OF ELEANOR H. MORTON (484/82) LAKE WATER SUPPLY STONE & DIRT / PARKING /J 161 LANDS OF LEE AND CHRIS KRUEGER LAKE WATER SUPPLY FORCE MAIN =� DIR-r DRIVEWAY STONE PARKING / AREA TP -2 BLOCK- T—OF WAY TO a PATIO .lC H GHWA Y PROPOSED ABSORPTION I FIELD / 475 SF 70.0' METAL SHED ON CONCRETE SLAB AM-- WANNVW�l 20 15 10 5 0 20 40 80 (IN FEET) 1 INCH = 20 FT. TP -1 SILT FENCE 1 STORY FRAME COTTAGE I N40'48'9 0 "E I V 4 INi PUMP TANK / I I CCLLARUS FUSION 450 TANK l v— 5 1 1 STORY FRAME �+ COTTAGE U W 1111 ENTRY I STONE WALKWAY WI TH STEPS j-2-2 1 1 N r EXISTING WELL LANDS OF JOSEPH / W. & MARY CAROL YN SHAY / DRILLED WELL SUPPLY OAP IREFEuncr BASE INFORMATION OBTAINED FROM "MAP OF LANDS OF LILLIAN P. HOLLANDER", COMPLETED BY COULTER & MCCORMACK LICENSED LAND SURVEYORS, DATED NOVEMBER 5, 1993. �yl u 1 I �I Oco V� / OC g 1 �j •� G �+ I 1 1 I WOOD DOCK U O O O I STONE SEA WALL ALONG SHORE I i(FORMERLY MIDDLE BAY) a� 4\' o\ a m Im oo zo C) w 3: 11 WN 00 > W N ® D 0 z 0 z 0 3 RECORD OF WORK I DATE SUI3MRTAL TO B.O.H. 3/27/2018 CALE: 111=20° H EET TITLE: VAMANCE PLAN HEET N0. V-1 N o 1 STORY FRAME COTTAGE I N40'48'9 0 "E I V 4 INi PUMP TANK / I I CCLLARUS FUSION 450 TANK l v— 5 1 1 STORY FRAME �+ COTTAGE U W 1111 ENTRY I STONE WALKWAY WI TH STEPS j-2-2 1 1 N r EXISTING WELL LANDS OF JOSEPH / W. & MARY CAROL YN SHAY / DRILLED WELL SUPPLY OAP IREFEuncr BASE INFORMATION OBTAINED FROM "MAP OF LANDS OF LILLIAN P. HOLLANDER", COMPLETED BY COULTER & MCCORMACK LICENSED LAND SURVEYORS, DATED NOVEMBER 5, 1993. �yl u 1 I �I Oco V� / OC g 1 �j •� G �+ I 1 1 I WOOD DOCK U O O O I STONE SEA WALL ALONG SHORE I i(FORMERLY MIDDLE BAY) a� 4\' o\ a m Im oo zo C) w 3: 11 WN 00 > W N ® D 0 z 0 z 0 3 RECORD OF WORK I DATE SUI3MRTAL TO B.O.H. 3/27/2018 CALE: 111=20° H EET TITLE: VAMANCE PLAN HEET N0. V-1 BUI SEWER 00 3 FUSION 450 TYPICAL PR®G OLL NOT TO SCALE 84 3/4 -1ELD dIT NOTES: 1) DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET/OUTLET PIPE. 2) THE OVERALL HEIGHT DIMENSION "H" IS TO THE TOP OF THE NARROW ADAPTER RING, NOT THE RISER LID. 3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE PURCHASED SEPERATELY. EXCAVATING DIMENSIONS SYSTEM L I W H I I E FUSION 450 L- r 6 FUSION 450 M E SICK S Ak EXCAVATION DETAIDS NOT TO SCALE RED IBLOWER "'LINE LOCATE PANEL TO PANEL WITHIN HOUSE ADAPTER NOT TO SCALE f OPTIONAL DECORATIVE ROCK CONFIGURATION BLUE AIR LINE TYPICAL INTERIOR CONFIGURATION A� PUMP DETALS ­o(DNST TO SCALE 0 CALE: N.T SHEET TITLE: "LARDS DETAILS EET N0. 00 o €u (U L- r 6 Lw LL /C/ J z — z c 00 w Z co w N ® 0 w I RECORD OF WORK DATE ]-y SUBMITTAL TO B.O.H. 3/27/2018 CALE: N.T SHEET TITLE: "LARDS DETAILS EET N0. 00 o €u (U 24" FRAME AND COVER TO BE HEAVY DUTY PLASTIC FRAME AND COVER ASSEMBLY BY ZOELLER OR EQUAL FIX FLOAT BRACKET TO TOP OF TANK OR RISER SECTION. Ti J co cn Of 1n 00 Lo M Q Y4 TURN BALL VALVE DRAIN BACK VALVE FOR COLD CLIMATES AND SEASONAL APPLICATIONS FLOW TO DISTRIBUTION BOX 1 1/2" PVC FORCE MAIN SUBMERSIBLE EFFLUENT PUMP; MODEL 3885 BY GOULDS PUMPS OR APPROVED EQUAL 0 011 8 M P U PUMP P Pff UY Y® SCALE PRECAST PLASTIC RISER BY ZOELLER OR EQUAL AS NECESSARY PRECAST CONCRETE PUMP CHAMBER (500 GALLON) /- W/ 24" OPENING BY EUTOPIA ENTERPRISES OR EQUAL FLEXIBLE BOOT TYPE CONNECTOR.(TYP) TO CONTROL PANEL AT HOUSE FROM CLARUS TANK BALL CHECK VALVE CRUSHED STONE BACKFILL TO SPRINGUNE OF PIPE (TYP.) NOTE: - ALL PIPE CONNECTIONS TO USE PRESSURE FlTITNGS. - CONTROL PANEL TO BE TIME DOSE CONTROLLED BY SJE RHOMBUS MODEL IFS PROPOSED BOULDER RETAINING WALL (DESIGNED BY OTHERS) 6" MIN COVER - q _ ..V4 O a 7 < e J- ,a q.a � - Y.. •2�."T.�.. - 3f 3' MIN VERTICAL SEPARATION TO GROUNDWATER V �® OR ROCK EXTEND CLAY BARRIER (OR POLY LINER 30 MIL) 18" PAIN. � INTO EXISTING GRADE St+T.3CTO Q�' o fl fVDT Y❑ SCALE FILA SYSTEMS STANDARD NOTES: A. IN THOSE CASES WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION AND SOIL PERCOLATON AS PROVIDED FOR IN THE APPENDIX INDICATE THAT 774E QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A RLL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING -SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE B. THE DESIGN AND INSTALLATION OF A ALL SYSTEM SHALL COMPLY MITH THE FOLLOWING SPEC/RCATIONS` f) THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOIL (THREE (3) FEET IHTHIN IODO FT OF LAKE GEORGE) OVER AN IMPERVIOUS LAYER. 2) THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10) PERCENT. 3) WHEN PLACING FILL ON TOP OF EXISTING GRADE. ORGANIC DEBRIS INCLUDING LEAVES ROOTS AND OTHER PLANT FORMS SHALL BE REMOVED PRIOR 7O THE PLACEMENT OF 774E RLL AN TIDE NATURAL SOIL PLOWED OR SCARIAED. 4) THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER. THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. 5) SUFFICIENT RLL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEE( BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER THIS SEPARATION MUST BE THREE (3) FEET IMMIN 1000 FEET OF LAKE GEORGE 6) ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN RLL SYSTEMS. 7) A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE RLL SYSTEM IN THE UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. 8) 774E TOP OF THE FILL OVER THE LEACHING FACIUTY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE RUNOFF, AND SEEDED. 9) SIDE SLOPES OF THE RLL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER. SQiLS ANALYSIS . TEST PIT QATA NOVEMBER 2017 PARCEL DESCRIPTION: THE EXISTING SEPTIC SYSTEM CONSISTS OF A SEPTIC TANK AND AN UNKNOWN DISPERSAL SYSTEM. BASED ON AN EFFORT TO PLACE A DISPERSAL FIELD AS FAR FROM THE LAKE FRONT AS POSSIBLE, AN AREA UPGRADIENT OF THE EXISTING DISPERSAL AREA WAS INVESTIGATED. TEST PITS WERE EXCAVATED IN THE AREA OF THE PROPOSED WASTEWATER SYSTEM AND LOGGED BY THE ENVIRONMENTAL DESIGN PARTNERSHIP, LLP. THE SOIL LOGS OF THESE EXCAVATIONS ARE AS FOLLOWS: TEST PIT #1 0" - 4" TOPSOIL 6" - 16" FILL SAND, COARSE, GRAVELLY 16" - 18" ORGANICS 18" BEDROCK TEST PIT #2 O" - 4" TOPSOIL 4" - 6" OLD DRIVEWAY/STORM 6" - 28" FILL SAND, COARSE GRAVELLY 28" - 30" ORGANICS 30" BEDROCK 1.25' x 1.25' (2' . V NOM. FOR WRE MESH BACKC) Tit HARDWOOD POST COR STEEL '7" OR 'U' SECTION POSTS (1 IbIlf MIN.) GENERAL NAILS: WOVEN GEOTtEXULE FABRIC I. SO FENCE SHALL BE PLACED A IONINUM OF 5 CE07EX 2130 (OR EQUAL) Fr. FROM TOE OF SLOPE f 0 FT. P(LiIIlFCD, TO WOVEN 1811E MESH RENFO RCEMENT PROVE ADEQUATE AREA FOR SED3LEM � � (IF NECESSARYI MIN. 14 GAUGE 87TH AB RDMIATE MAINTENANCE OF SEDIMENT MAX 6' OPENING !' O7f(TANMENr AREA 2 POSTS MAY E 1757.125' (UNMUM) NA4U)TOW, SILT FENCE ASSEMBLY LT TTACN.LY. FDR MRE NES) BACK IIS:V' .2 (SE I NOTES) 74011. HARD7iO0D, R7 STEEL T OR POSTSEXISTING vN RETAIN (11b W N)• SILT FENCE SHALL 13E WOVEN R n (� VEGETATION, GEOIDLRIE FABRC(GEOIFX 2130 OR EQUAL.). 3. SLT FENCE A6BLSUES MAY HIVE 4 Fr OR 6 IF POSSIBLE UNDISTURBED FT. PD9 MESH �I�A SPACING, MAYAN TO BE TOE OF SLOPE GROUND PROTECT© MAY N® TO BE REINFORCED BY C USING HEAV( %7E FENCI FOR ADDED SUPPORT M PTEI'DiT COLLAPSE 4. THE [EDITION EDGE OF SIT FENCE SHALL BE FAIRED A FM"UM OF 6' BELOW GROUND. THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWAOREAY SDE OF THE FAMC. 5. MAXIMUM ALLO:VAELE SLOPE DENTINS EXCAVATE TRENCH, BURY CONTRBUGNG RUNOFF TO A SILT FENCE NStED SILT FAURI a ON A SLOPE APs•. INSTALLATION N61F5: AMIE MAOMN! BACKFILL PACT EXCAVATED EARTH SiFEiTFSS LENGTH (R1 1. CEGIEXTILE FAS6C AND W96N %YELESI M E SECTION 2H:1V 25 3H:1V W FASTENED SECLERY TO FENCE 41LIY 75 POSTS %7TH 1T� TIES OR SILT 5H:1V IXt FIATIEFI 100 5TA"�- 5. M4b.MUM ORAVIASE AAFA FOa OrIIEANO FlDM 2. FILTER CLOTH TO E FASTENED FENCE Q �1 VZ? TO A SILT FENCE SHALL NOT EXCEED Ya ACRE SECURELY R7 ES SP THE FEET OF FENCE, WITH MA wNId FORCE 11TH TES SPACES '� PER 100 PON NO DEPTH OF 1.5 FEET BEHIND THE FENCE: DERY 24' AT TOP AND MIO HARDWOOD POST AND FRNIDN WOULD OCCUR IN THE FORD OFSECINK 3. %HEN To MOONS OF w CSI SHEET SOSON; AND THEE IS NO CONCENTRATION OF NATER FLOWING 70 THE FlDER IXDIH AOION EACH OD§R NEY BULL E >- 00 w - J By�HR, T lEASIfES SHALL E INSPECTED EVERY SEVENOhRN•FDc BE SIX INCHES, FOLDED AND SEDIMENT o g (T) fALf71g6R DAYS, AFTER EACH RAINFALL Or' 4. MNN01ANCE SHALL E 5' OR MORE TWIHM A 12 HOUR PERIOD. OR PERFORMED AS NEEDED AND L r > w N AREAAlNMENT W LAND/STUR@ED /- GROUND DALY DURING PROMISED RAINFALL MEASURES MATERIAL REMOVED VELI WHEN BALL. E CLEANED AND REPAIRED AS REWIRED. 'BULCiS' DEVELOP IN THE 0 z w ®L & SEDIMENT SHALE REMOVED %HEN SILT FENCE ACWNIAATON REACHES ONE-HALFOF THE n EEWAIRE PEACHY. SEDIMENT SWl E DISNiDPLAN CC AS UNSUITABLE HATEFUL ( ����/� �( FENCE �LSUG=��L� (SILT FENCE — TEMPORARY) ­(:SU NI]T T® SOLE: SUBMITTAL TO B.O.H. 3/27/2018 DM WASTEWATER SYSTEM: BASIS OF DESIGN PROJECT: KRUGER RESIDENCE REGULATORY f 6 _ SCALE: I O tl.T.S AUTHORITY: TOWN OF QUEENSBURY WATER SUPPLY: EXISTING WATER SUPPLY IS FROM WASTEWATER LAKE GEORGE. A NEIGHBORING WELL TO THE SOUTH IS LOCATED 95 FROM THE REPLACEMENT L PROPOSED ABSORPTION FIELD. SOILS THE EXISTING SITE. SOILS IN THE AREA DETAILS OF THE ABSORPTION FIELD ARE A LOAMY TOPSOIL TO A MEDIUM/COARSE SAND WITH NO OBSERVATION OF GROUNDWATER. REFUSAL (LEDGE) WAS ENCOUNTERED IN EACH TEST HOLE RANGING FROM 18" TO 30". SUPPLEMENTAL FILL SOILS WILL BE ADDED AS NEEDED TO COMPLY WITH VERTICAL SEPARATION STANDARDS. SOLS ANALYSIS -FERC TEST DATA FLOW RATE: THE DESIGN IS FOR A THREE BEDROOM NOVEMBER 2017 FLOW RATE OF 110 GALLONS/DAY X 4 = 330 GALLONS PER DAY PERC TEST ANALYSIS - THE PROPOSED FIELD AREA WILL REQUIRE THE ADDITION OF FILL SAND (QUEENSBURY "RED DIRT') OVER THE SEPTIC TANK: 1000 GALLON (MIN.)*** ENHANCED EXISTING SOILS TO CREATE A LEVEL BED AREA. THE FILL SOIL TREATMENT UNIT***: IN PLACE OF A WILL HAVE A 8-10 MINUTE +/- PERC RATE. THE NATIVE SOIL CONVENTIONAL SEPTIC TANK A CLARUS BELOW HAS A PERC RATE IN THE DESIGN RANGE OF 10 - 30 FUSION 450 ETU IS SPECIFIED TO MINUTES PER INCH. THE PROPOSED APPUCATION RATE OF THE PROVIDE ENHANCED TREATMENT HIGHLY TREATED EFFLUENT FROM THE CLARUS TREATMENT UNIT IS CAPABILITIES. THIS UNIT IS SIZED FOR PROPOSED TO BE AT 0.7 GALLONS PER MINUTE. A 450 GALLONS PER DAY FLOWRATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. SEE PLAN SHEET V-2. PUMP/CONTROL ASSEMBLY: THE SIMPLEX PUMP UNIT (GOULDS PUMPS MODEL 3885 OR EQUAL)SHALL BE INSTALLED IN A 500 GALLON PRECAST CONCRETE PUMP CHAMBER. THE CONTROL PANEL SHALL BE A TIME -DOSED PANEL BY SJE RHOMBUS LOCATED WITHIN A MECHANICAL SPACE WITHIN THE RESIDENCE. THE PROGRAMING OF THE PUMP/PANEL AND FLOAT SETTINGS SHALL BE COORDINATED WITH THE ENGINEER DURING THE 'START-UPS OPERATIONS. ABSORPTION SYSTEM: TREATED EFFLUENT DISCHARGED FROM THE FUSION 450 SHALL BE DISPERSED TO A WASHED, CRUSHED STONE - ABSORPTION FIELD AS DETAILED ON PLAN SHEETS V-1 AND V-3. A FIELD .AREA OF 475 SF IS PROPOSED. HEET N0. Tit } 0 vN - R n oo ® N ® N EL L� LU w CSI 3 >- 00 w LU Z co L r > w N W 0 z w ®L n \/ 0 1 RECORD OF WORK DATE BY SUBMITTAL TO B.O.H. 3/27/2018 DM 1 _ 1 - f 6 _ SCALE: I O tl.T.S SHEET TITLE: i WASTEWATER REPLACEMENT L DETAILS HEET N0.