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SEP-0607-2023 SEPTIC VARIANCE Office Use Only Wj- Permit#: " 0(Qe'A"-2015 APPLICATION Permit Fee: $ IIp Torn of C�ucc ury Invoice#: (Q5krz5 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Approvals: Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Curtis&Tamara Carstensen Owner's Agent: RU HOLMES Engineers, PLLC Address: 223 N County Line Rd. Address: 12 East Washington St. Glens Falls, NY 12801 Hinsdale, IL 60521 Phone#: 203-249-7144 Phone#: 518-792-2907 Email: ccarstensen@yahoo.com Email: bholmes(�ruhengineers.com Section 2: Site Information: Site Address: 17& 18 Holly Lane, Assembly Point Tax ID#: 239.12-2-54 239.12-2-60 Directions to Site: Heading north on 9L,turn left onto Assembly Point Rd,tun right onto Brayton Ln, turn left onto Holly Ln. Property is 500'+/-down Holly Ln. Section 3: Distance from well on property to septic system (if applicable) No well on property; feet 100'+from neighboring well to north Section 4: Is it possible to install a conforming septic system on this property? ❑Yes ❑X 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? X❑Yes ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes X❑ No Section 7: 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.): Setback from property line to disposal system, setback from force main to property line, setback from septic tank to structure and property line, built up system within 1,000' of lake, Septic Variance Application alternate system used in fill materials Revised December 2021 Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Christine Baertschi William Crowell Edward J. Baertschi Address 19 Holly Lane 20 Holly Lane, 82 Assembly Point Rd Tax Map ID 239.12-2-55 239.12-2-59 239.12-2-43 South Name Bruce Hodgkins Address 16 Holly Lane, Assembly Point Tax Map ID 239.12-2-54 and 239.12-2-61 East Name Address Tax Map ID West Name Norma E.Baertschi Irrevocable Trust Address 90 Assembly Point Rd Tax Map ID 239.12-2-26 Section 9: 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: Owner—Signature: Date: Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: . 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-Signature: Date: Septic Variance Application Revised December 2021 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: f /' / --Sampgleeaficnrdop 1 • !'R�c! Malt.till R IFved • 2.."..4 at -5\ e f ^ h,,,, t. io . .,...c, ,..„ ,.,;,;... � r grve yS S .y 40 F I ... 8 j Bin...1-1... I �S $ 61- 4 rfin= . Ntl I J p ti t 1 i . 1 87 i4 a' sm. ::u L=Cp s O. Ism.eery E, fill 6 ,- „:,..„,,,, �r Septic Variance Application Revised December 2021 . 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: Curtis &Tamara Carstensen Designates: RU HOLMES Engineers as agent regarding the Septic Variance for Site Address: 17& 18 Holly Lane, Assembly Point Tax Map#: 239.12-2-54 239.12-2-60 Engineerir� 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: Curtis&Ta raCarstensen OWNER—SIGNATURE: �� DATE—9 -"I'Z3h AGENT—PRINT NAME: RU HOLMES Engineers, PLLC AGENT—SIGNATURE: DATE: Septic Variance Application Revised December 2021 s� o _ CURTIS & TAMARA CARSTENSEN If ON-SITE WASTEWATER TREATMENT SYSTEM REPLACEMENT 17 & 18 HOLLY LN T TOWN OF QUEENSBURY NEW PORK } 7 7 1 s o F� �z =Ir z y w: cc t00 If If z¢(� -rc SITE LOCATION �,, p °n NEIGHBOR:WILLIAM COWELL LOCATION PLAN TAX MAP#:239.12-2-59 ! ¢ F SCALE:N.T.S. CNIJ NEIGHBOR:CHRISTINE M.BAERTSCHI cNi TAX MAP#:239.12-2-56 � z o PROD ECT SITE:CURTIS CARSTENSEN Lu LLJ� U w TAX MAP#:239.12-2-54&239,12-2-60 :1i NEIGHBOR:NORMA E.BAERTSCHI -' IRREVOCABLE TRUST 11 TAX MAP#:239.12-2-26 ° W a zIr I 7- co i W NEIGHBOR:EDWARD J.BAERTSCHI z WNEIGHBOR:BRUCE HODGKINS Lu~ 1' /�� TAX MAP#:239,12-2-43 TAX MAP#:239.12-2-53&239.12-2-61 I-co `_,.V/ N G h C/)cn m `8 QW U m. HARRIS BAY Lu Z z € Iv I WLIJ 1 LEGEND: -p 9.° �O m J •s w LINE TYPE n N C�LLJ ;O O EXISTING STRUCTURES/OBJECTS/UTILITIES .Y N (n SURVEYED AND OR FIELD VERIFIED: EXISTING STRUCTURES/OBJECTS/UTILITIES •H t ', - " > _ NOT VERIFIED BY SURVEY OR --------------- 5>✓•' -.- C N W 1^ Q FIELD DOCUMENTATION: A� �/ 'S PROPOSED STRUCTURES/OBJECTS/ r UTILITIES: ' r A z w PROPERTY LINE: TREE LINE: T q w� COVER SHORELINE/STREAM: SWALE: SYMBOLS/ABBREVIATIONS: ii�IlFrlill� ��li.�"I I� trt ITI POTABLE WATER PW GRAVITY SANITARY SEWER SA-G O CVR PRESSURE SANITARY SEWER SA-FM - TEST HOLE:(11 TP# „,,s' ® SHEET:1 OF 8 REVISION INDICATOR: PERCOLATION TESL PT# � � � PLOTTED. 09/20/20233:OO PM � E ; NOTE# '4�, r., r. N ¢NEW NOTE:G-1 NOTE REFERENCE TAG: C1 SEE DRAWING #FOR NOTE ■N�� 1 DETAIL# I w r DETAIL REFERENCE TAG: b D1 SEE DRAWING#FOR DETAIL �� N0.0B2016 �4A'gOFES810�P�' SECTION CUT DIRECTION q SECTION LETTER SITE SETTING PLAN ROBERT U.HOLMES,II SECTION REFERENCE TAG: D1 SCALE:N.T.S. P.E.#082026 SEE DRAWING# NOT FOR CONSTRUCTION cam 'x DI aOPcRIs�1mOm..enOi ZITIIw' EST FOR SECTION GENERAL NOTES: „ G-1)SURVEY&MAP INFORMATION PROVIDED BY WARREN COUNTY GIS AND GOOGLE AERIAL PHOTOGRAPHY.BASE MAP E� N L BASED ON LIMITED FIELD MEASUREMENTS NOT AN ACTUAL SURVEY Q �b W W o° P U ° �. G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK Z goo (1-800-962-7962)AND RECORD FILE It.VERIFY BUILDING CONNECTIONS,LOCATION AND ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTEDTO THE OWNER OR ENGINEER Y IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. $£� G-3)EXISTING STRUCTURES TO BE TAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR DISPOSAL AT A A "'n- r°'?'E-'Y` PERMITTED FACILITY,OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL,AS WARRANTED,PRACTICAL, APPROXIMATE LOCATION OF a AND/OR AS ORDERED BY OWN ER EXISTING DRILLED WELL mS G-4)ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE PROPOSED < 'n WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED ¢ O - TUNE 1,2023 SUBSURFACE INVESTIGATION >- a " Witnessed/performed I RU Holmes Engineers,PLLC -DAPPROXIMATE LOC _- ATION OF LAKE SOURCE WATER SUPPLY TEST PITS ''� APPROXIMATE LOCATION OF EXISTING LEACHING SYSTEM TP NUMBER DEPTH SOIL DESCRIPTION O �` "T TP230601-01 0-4" DARK BROWN VERY FINETO FINE SANDYLOAM W/TRACESILT O `Ka 4"-15" MEDIUM BROWN VERY FINETO FINE SAND W/TRACESILT 15"-32" DARK GRAY-BLUEISH VERY FIN E TO FI N E 51 LT/CLAY OU ,�- F ? T 32"-45" BROWN GRAY MIX VERY FIN ETO FINE SANDY SILT/CLAY w� z oEy y GROUNDWATER POOLING@43" =z O off? 45" BOTTOM OF EXCAVATION 00 EXISTING GRAY WATER NO EVIDENCE OF BEDROCK 00 �30 PUMP STATION �� m0^'° TP230601-02 0-5" DARK BROWN VERY FINETO FINE SANDY LOAMW/TRACE SILT m¢ { 5"-15" LIGHTTO MEDIUM BROWN VERY FINE TO FINE SAND W/TRACE SILT y APPROXIMATE LOCATION OF EXISTING DOCK 15"-35" DARK GRAYVERY FINETO FINE SILTW/CLAY EXISTING GRAY WATER SEEPAGE PIT AND BOATHOUSE 35"-W' BROWNISH GRAYVERY FINE TO FINE SANDYSILT/CLAY APPROXIMATE LOCATION OF 54" BOTTOM OF EXCAVATION - EXISTINGDRAINAGESWALE 4 r> GROUNDWATER POOLING @48" LH 13"3 MOTTLING w2= APPROXIMATE LOCATION OF EXISTING 2 BEDROOM NO EVIDENCE OF BEDROCK o EXISTING SEPTIC TANK RESIDENCE TP230601-03 0-11" DARK BROWN FINESAND LOAM ORGANICTOPSOIL »� APPROXIMATE LOCATION OF 11" 29" MEDIUM COARSE SAND GRAVEL(LEACH SYSTEM GRAVEL)AND o LAKE SOURCE WATER SUPPLY LARGE ORANGE PIPE 29"-32" LIGHT MEDIUM BROWN VERY FIN E TO FI N E SAN D } 32"-35" DARK BROWN CLAYEY SILTTOPSOIL Z O 35"-55" MEDIUM DARK GRAY CLAY W/SOME TRACE SILT W 55" BOTTOM OF HOLE EXISTING GARAGE WITH T t„r '' 29" WATER ENTERING HOLE W —j Z 2 BEDROOM APARTMENT U APPROXIMATE LOCATIONEXISTING19" MOTTLING J LQ T CTO OF BLACKWATER SEEPAGE PIT J J� LL TP230601-04 0-4° DARKBROWN VERYFINETO FINESANDYLOAMTOPSOIL W i APPROXIMATE LOCATION OF 'Tr „�,� ---`;L,�x UGHTTO MEDIUM BROWN VERYFINETO FINESANDW/TRACE EXISTING LEACHING SYSTEM w ,4-lfi CAORSE&COBBLES W i L 16"-39" MEDIUM BROWN VERYFINETO FINE SAND W/SILT,TRACE Z� c COARSE&COBBLES W I 'APPROXIMATE LOCATION OF EXISTING MEDIUM BROWN VERY FIN E TO FI N E SAN DY SILT MOISTURE F-S2 ¢ W»u S WATER LINE TO GARAGE 39"-65" O ` INCREASES W/DEPTH > ,r -" 65" BOTTOM OF EXCAVATION Q Z Z w 1.— w N WATER ENTERING HOLE @ 57" U W Z 3"'' {01, a Q NO EVIDENCE OF BEDROCK > QQO� TP2306DI-05 0-5" DARK BROWN VERY FINE TO FINE SANDY LOAMTOPSOIL W=m ' Z APPROXIMATE LOCATION OF ., 5"-24" LI1 w Z U GHTTO ME DI UM BROWN VERY FI N E TO FIN E SAN D W/TRACE Q Z �' `� > O EXISTING LEACHING SYSTEM .,.*e,N,. ^ CAORSE&COBBLES Pi � LUW a 24„ 42" MEDIUM BROWN VERY FIN E TO FIN E SAN D W/SILT,TRACE W O I a4 w _ COARSE&COBBLES F-Q � MEDI UM BROWN VERY FIN E TO FINE SAN DY SI LT MOISTURE �� J V 42"-62' INCREASES W/DEPTH U W O O 62" U BOTTOMOF EXCAVATION NO EVIDENCE OF BEDROCK Q I= O 2 PERCOLATION TESTS PERC TEST It DEPTH SOIL DESCRIPTION � ii. z 4 PT230601-Dl 14" RED-BROWN VERY FINE TO FINE SAND&SILT O w F <' STABILIZED PERCOLATION RATE OF 3 MIN 215EC PT230601-02 18" LIGHT BROWN VERY FINE TO FINE SAND W/TRACE EXISTING SILT&COARSE STABILIZED PERCOLATION RATE OF 4 MIN 35 SEC CONDITIONS PT230601-03 16" GRAYBROWN VERYFINETO FINE SANDW/SOME SILT EX 1 STABILIZED PERCOLATION RATE OF 2 MIN 015EC PT230601-04 18, LIGHT BROWN VERY FINE TO FINE SAND W/TRACE SILT&COARSE SHEET:2 OF 8 STABILIZED PERCOLATION RATE OF 3 MIN 42SEC PLOTTED: 09/20/2023&00 PM RED-BROWN VERY FINE TO FINE SAND W/SOME PT230601-05 16" SILT,SOME FINETO LARGE GRAVEL&TRACE ,(�G.VU HO .P COBBLES g- GRAPHIC SCALE STABILIZED PERCOLATION RATE OF 16 MIN 38 SEC p0 20 0 10 20 40 80 nI�EXISTING CONDITIONS PLAN �� 1d LJ SCALE:SEEGRAPHICSCALE ISO �dpROpe !>' (IN FEET) ROBERT U.HOLMES,II P.E.#082026 NOT FOR CONSTRUCTION ° I—ITlyA-1--1 AeU3sA "A aE AAn 1° Is°°��Mt.T GENERAL WASTEWATER NOTES w °off G-1 CONSTRUCTION OF NEW t PIPING,TANKS,AND LEACHING SYSTEM(S),ETC.SHALL BE IN CONFORMANCE WITH U Mi�a4 1{ `F$' APPROXIMATE LOCATION OF APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ZQ �5<r <P- EXISTING DRILLED WELL ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHTTO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. 2t° G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN u w w p GARBAGE GRINDERS,OR SPAS/HOT TUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. ¢ _ Q FOP a y . � mSz Wastewater Design information 3: m E Desian Basis w zO ' TOwn/witagwary of Town of Queemlxjiy LLO ' County Stale. NYS Dept of Health o VARIANCE#6: Water SucON m HORIZONTAL 5E CT K�� FROM SEPTIC TANK TO FXlsfftlg Lake W2tetS z I Neighbors predarunardly have lake source Property) as wall. w � PROPERTY LINE(EAST OF HOLLY LANE) w z' (CHAPTER 136-10 D.TABLE (APP.A)) exception:existing difl ed well at 23 Holly Lane(clepicted on pans) Note:New Or s to Wells to hire min 50 grouted casing 21P VARIANCE#3: O ��HORIZONTAL SETBACTFORCE MAIN TO 1 Wastewater Rev (2bedrvorn residence&2 bedroom apartment abore gam Ze) ' PROPERTY LINE(EAST OF HOLLY LANE) .EROSION CONTROL I- 100'WELLSETBACK ECl 4 bedrooms x 110 gptUbedrodm(pDst 1994 watersaterflr.tares mgtliretl) OU r _ (CHAPTER 136-10 D.TABLE (APP.A)) _ I—� god design low VARIANCE#4: O o � HORIZONTAL SETBACK FROM FORCE MAIN TO �. Primary Treatment OZ N' PROPERTY LINE(WEST OF HOLLY LANE) '` Septic Ta* 1250 gal tanK requIred for 4 bedroom residence (CHAPTER 136-10 D.TABLE I(APP.A)) y PROP SEWAGE EJECTOR 1 Provided: 1260 gal dtad compartment precast:concretetanlK PUMP STATION p51 (NSF appmued residential efluentftter) wI-0 sO r VARIANCE#1: Al, 8econdarV Treatment m w HORIZO NTALSETBACK FROM NORTH ,' � ,. �w PROPERTY LINE TO DISPOSAL SYSTEM TOE OF Leaching Device:C G Ellen GSF ze NSF 40 Class Eijen E43GSF Units utilize NSF 40 Classt Compliant ETU Technology �mF Existing Sall Percolation Rate- Range 2c-5t mlrwtesGnch 1 ¢ w 2E EC1 EROSION CONTROL teaching System Sizinga: � System FM Percolation Rate= 5-10 min/fnch -o (Ellen Manual) 440 god- 070 gpolsf = 6286 sfmin Pam 628.6 sf min+ 6 ft.equal,radth= 104.8 ft.(4h.EgenMooUes reM f04 8 ft 3 rows(Laterals)= 34.9 ft/Pow(Lateral) } 172)ElfenB43 Urctsper Abw 2 2 0$ANITARY FORCE 6266 sf min: - 38.0 R.l ROW Total Length = 16.54 It.BetlWrdt% Q £or MAIN ROAD CROSSING ProVlde FnSbedbed Of. 16.67 R.Wde(16D") x 38.0 R.long Total Bed Area lobe Provided: 633.5 squareft -6U " Basal Area: 5t min./Inch pe2otation rate ofnative soil Required: 440 0.7 gpd/sr = 629 strain Z O Prwded: 1595 sf(pro%ided.) LU 3 " VARIANCE#5: `" W Efluent Dosnm/Distributloti J z 10'PROPERTY LINE SETBACK HORIZONTAL SETBACK FROM SEPTIC TANK TO Pressure Dosing&Distritubon Va Pimp Station Q 'J ✓� 50'SHORELINE SET AA '' STRUCTURE(EAST OF HOLLY LANE)(CHAPTER BA CK J 4 136-10 D.TABLE I(APP.A)) WW LEACHING SYSTEM PLAN LEACHING SYSTEM INSTALLATION: W N ' zIr N w Ll. LEACHING SYSTEM SHALL 8E INSTALLED IN ACCORDANCE WITH ASTM F481,NYSDOH,NYSDEC,AND OTHER APPLICABLE STANDARDS UNLESS W OTHERWISE DIRECTED HEREON. CZ) L O VARIANCE 17'. APPROXIMATE LOCATION OF FUTURE z W 3 C FILL/BUILT UP SYSTEM TO GROUNDWATER AND BEDROCK SHOWER,NECESSARY PERMITTING L2. WORK ON CLAY SITES SHALL NOT OCCUR WHEN THE SOIL HAS A HIGH MOISTURE CONTENT DUE TO THE POTENTIAL FOR DAMAGE TO SOIL W I. Y- WITHIN 1,000 OF LAKE GEORGE.(CHAPTER 136 10R(1) TO BE OBTAINED AS REQUIRED STRUCTURE AND SMEARING. Co 0: 2 W 4)AND TABLE 2(APP.B)) Co o L3. REMOVE VEGETATION AND STUMPS WITHIN FOOTPRINT OF LEACHING SYSTEM, LEAVE TOPSOIL IN PLACE.CONTRACTOR TO EXPOSE LEACHING If > G VARIANCE#2: SYSTEM FOOTPRINT AND CONTACT ENGINEER TO EXAMINE SUBGRADE SOILS FOR SUITABILITY AND CONSISTENCY PRIOR 7D FURTHER Q H VARIANCE#S: HORIZONTAL SETBACK FROM SOUTH CONSTRUCTION. U Z z w " a PROPERTY LINE TO DISPOSAL SYSTEM TOE OF ONLY ABSORPTION FIELDS SHALL BE USED AS LEACHING W FACILITIES IN FILL MATERIAL(CHAPTER 136-106(6) L4. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF EXISTING GRADE AND SITE FEATURES } SLOPE(CHAPTER 136-10 D.TABLEI(APP.A)) SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. Q Q Q u� L5. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(5),SHALL BE CLEAN GRANULAR SOIL(SAND OR LOAMY SAND)DEVOID OF LARGE STONES, W=co GRAPHIC SCALE CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS,ETC.). PERCOLATION RATE(S)&GRADATION(IF REQUIRED)OF FILL SHALL BE AS Q Z W iy > O WASTEWATER SYTEM PLAN w W z 3 20 0 0 20 40 80 SPECIFIED ON PLANS AND/OR IN DETAILS.PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR 0i W LU W L SCALE:SEE GRAPHIC SCALE PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE W BUSINESS DAYS PRIOR TO HAULING. Q O i (IN FEET) V L6. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. LU 0 WASTEWATER VARIANCES REQUESTED FROM THE L7. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE IN LEACHING SYSTEM FOLLOWING q O TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH COMPACTION. PERCOLATION TEST(5)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR >Q> = Z SECTION.FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE > I = VARIANCE REQUIRED: EXISTING: PROPOSED: IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. W HORIZONTAL SETBACK FROM NORTH PROPERTY LINE TO ITS. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON THE SOIL WITHIN THE LEACHING ~ i0 __ 1) DISPOSAL SYSTEM TOE OF SLOPE(CHAPTER 136-10 D. lo, UNKNOWN B(TOE OF FILL)S± AREA FOOTPRINT.(NO RUBBER TI QRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED E5 h z TABLE I(APP.A)) EQUIPMENT SHALL BC USED FOR INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE w LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12"MINIMUM OF FILL 0 N HORIZONTAL SETBACK FROM SOUTH PROPERTY LINE TO 5,+ MATERIAL AND NOT ON NATIVE SOIL. 2) DISPOSAL SYSTEM TOE OF SLOPE(CHAPTER 136-10 D. 10, UNKNOWN (TOE OF FILL) L9. INSTALL LEACHING SYSTEM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPLICABLE,PER MANUFACTURERS RECOMMENDATIONS TABLE I(APP.A)) UNLESS OTHERWISE DIRECTED HEREON.VERIFY THAT SYSTEM IS AT CORRECT ELEVATION WASTEWATER USING A LEVEL,TRANSIT,OR LASER. p V ASTEWATER HORIZONTAL SETBACK FROM FORCE MAIN TO PROPERTY 0'(HOLLY LANE L10.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: SYSTEM PLAN 3) LINE(EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE 10' UNKNOWN CROSSING) FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. (APP.A)) REMOVE TREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUT TO GRADE AND REMOVED. //�� HORIZONTAL SETBACK FROM FORCE MAIN TO PROPERTY CUT TREES AND REMOVE STUMPS WITHIN FOOTPRINT OF LEACHING SYSTEM;REMOVE GROUND COVER VEGETATION WITHIN THE 4) LINE(WEST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE 10' UNKNOWN 0'(HOLLY LANE FOOTPRINT OF THE BASAL AREA;LEAVE TOPSOIL IN PLACE AND PLOW SOIL TO A DEPTH OF 7"-8"USING A CHISEL PLOW OR APPROVED (APP A)) CROSSING) EQUIVALENT. •CHECK FOR AND REMOVE SMEARING.PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND SHEET:3 OF 8 HORIZONTAL SETBACK FROM SEPTICTANK TO STRUCTURE APPROVED.INSTALL FILL,THOROUGHLY COMPACTED IN 6"LIFTS,TO GRADES AND LIMITS PLAN(S). PERFORM PERCOLATION TESTS IN THE PLOTTED: 09/20/2023 3:00 PM 5) (EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE I(APP. 10, UNKNOWN 4'± A)) IN-PLACE FILL MATERIAL TO CONFIRM DESIGN RATE. RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, INCLUDING UNDER CHAMBERS TO LOOSEN of NEW y HORIZONTAL SETBACK FROM SEPTIC TANK TO PROPERTY COMPACTION DUE TO FOOT TRAFFIC. .r,��Q..t U.Hp 6) LINE(EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE I 10, UNKNOWN 3'1 INSTALL LEACHING SYSTEM IN CONFIGURATION SHOWN ON PLAN(S)ANDTO ELEVATIONS SPECIFIED. 6 rP (APP.A)) BACKFILL AROUND AND ABOVE THE LEACHING SYSTEM WITH SOIL SPECIFIED ON PLANS;CARE SHALL BE TAKEN TO COMPACT SOIL IN -' r FILL/BUILT UP SYSTEM TO GROUNDWATER AND BEDROCK XISTING 1' ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING DEVICE " 7) �WITHIN 1,000 OF LAKE GEORGE.(CHAPTER 136-10B(1) 2' -1" 1'-1 m SE OR SUBGRADE SOILS. AND TABLE 2(APP.B)) OIL) •CROWN THE FILL TO DRAIN,AND INSTALL THE APPROVED CLAYEY LOAM OR SILTY LOAM TOPSOIL CAP AS DEPICTED ON THE PLANS(TO Sdn NO. at]' ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). '40PESO 8) ONLY ABSORPTION FIELDS SHALL BE USED AS LEACHING ABSORPTION UNKNOWN ELIEN MOUND SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. ROBERT U.HOLMES,II FACILITIES IN FILL MATERIAL(CHAPTER 136-10B(6) FIELD P.E.#082026 NOT FOR CONSTRUCTION e°PYNsoEN°NEq°zVu WFUL rk "`T PROP 1,000 GAL.DUAL COMPARTMENT 1 "EUEN"DESIGN&INSTALLATION NOTES - �' SEPTIC TANK Dl E-1)THE SYSTEM MUST 8E INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"EUEN"NEW YORK DESIGN AND z - INSTALLATION MANUAL. Q g�= w E-2)THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER. z � � E-3)ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS. Q E-4)THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS FOR THE SAND. Q 8Fa a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT. w �` ¢ i�w 6)SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT. Q E-5)FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS.ALL FILL MATERIAL SHALL BE m I CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE GSF SYSTEM. < E-6)ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE AND LESS THAN 5%PASSING A#200 SIEVE w _ SHALL BE PLACED BELOW AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES 0 - MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS.IN BED SYSTEMS,USE 6 INCHES MINIMUM w UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM AROUND 1 PROP DUPLEX EFFLUENT THE PERIMETER OF THE MODULES. m P51 PUMP STATION 20 - �" E-7)USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR z 35 OR EQUIVALENT TO THE TOP OF EACH GSF MODULES. w 1 D2 2" HDPE FORCE MAIN E-8)EUEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC o s AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES.FABRIC SHOULD BE NEITHER TOO LOOSE, LL =5 NOR TOO TIGHT.THE CORRECT TENSION OF THE COVER FABRIC IS SET BY: z sky • SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH 2"O MANIFOLD THE COVER FABRIC TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. H� ww •PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORMA F� � sF MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT THIS STEP MOVING DOWN THE PIPE. z O3.o O „z 2 E-9)BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 21NCHES IN ANY DIMENSION TO A ~O LEACHING LATERAL: MINIMUM DEPTH OF 8INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4INCHES TO 6INCH ES OF �w O ¢ m s" Dl EUEN GSF B43 CLEAN LOAM. F- w E-10)FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFF AWAY FROM THE SYSTEM. M¢ w w E' E-11)FOR PUMPED SYSTEMS,PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR ✓�d �' - BAFFLE. E-12)SYSTEM WHICH IS MORE THAN 18 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE a a Q goo SHALL BE VENTED. w w E-13)DO NOT DRIVE BACKHOE WHEELS OVER GSF MODULES WITH LESS THAN 12 INCHES OF COVER OVER THE - - BASALAREA DISTRIBUTION PIPE.DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA IS PROHIBITED.FOR SHALLOW INSTALLATIONS,LIGHT-WEIGHT TRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE.IT 15 ALSO m c � N _ PERMISSIBLE TO BACK-BLADE THE 501E TO SET FINAL MINIMUM COVER.PERIMETER LANDSCAPE TIMBERS ARE ALSO N F RECOMMENDED TO LOCATE THE SHALLOW BEDS,THEREBY KEEPING VEHICLES OFF THE SYSTEM. CLEANOUT TO GRADE E-14)SEEDING AND STABILIZING THE SOIL COVER IS REQUIRED TO PROTECT THE SYSTEM FROM SOIL EROSION. Q o O 3 VEGETATED DIVERSION SWALE z o w U w J z U ,J gLu GRAPHIC SCALE z IrLu y z APARTMENT CONNECTION/LEACHING SYSTEM PLAN 5 0 2.5 5 10 20 w Y SCALE:SEE GRAPHIC SCALEco (IN FEET) U)� W U) } rn a c (DZzLu tt W CC Q O E, PROPERTY LINE W >ULJ O �S w w =LU _ 5W w 4"0 CLEANOUT Q> O I've V Z U U) !® o Q j= z � I = w � Q z 4"(ri PVC SDR 35 BUILDING GRAVITY SEW ER _ )� ._ (MIN.2.0%SLOPE) F— O N 1 PROP 1,000 GAL.DUAL COMPARTMENT Dl SEPTIC TANK WASTEWATER SYSTEM PLAN `I 2"�HDPE FORGE MAIN P52 .PROP PUMP STATION W2 Y SHEET:4 OF 8 PLOTTED: 09/20/2023 3:00 PM 4"Qr PVC SANITARY LINE FROM , BATHROOM.2%MIN.SLOPE F NELy LAKE HOUSE CONNECTION PLAN � ° J SCALE:SEE GRAPHIC SCALE h4o4�' SP GRAPHIC SCALE APPROXIMATE LOCATION OF FUTURE -' SHOWER,NECESSARY PERMITTING TO 5 0 2.5 5 10 20 BE OBTAINED AS REQUIRED. `;,,y, y �v Na GM pROFE9610�P (IN FEET) ROBERT U.HOLMES,II 4 NOT R CONSTRUCTION \/��, N/�� TT,�/�BTT N P.E.#082026 4"Sh CLEANOUT D2 .�.,..•. i ® i 1` V®1 \ 10/��V V i i�®i 7 ..N u a sO —1,eN©uE a02 rviHII Nr TANKS/STRUCTURES CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) day PROVIDE WATERTIGHT MANHOLE FRAME&COVER PRIOR TO BACKFILLING OF LEACHING CHAMBERS AND MANIFOLD PIPING,ENGINEER TO OBSERVE EXPOSED CHAMBERS H4 WATERTIGHT JOINTS(TYP.) FOR EACH COMPARTMENT OF A SEPTICTANK; T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT.REFERENCESTO HEAVY DUTY O FINISHED GRADE SYRACUSE CASTINGS#1502 OR EQUIVALENT; REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR AND MANIFOLD PIPING. Z <' WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. Q ➢�� GRADE TO DRAIN AWAY FROM COVER(TYP.) • PRIOR TO COVERING D-BOX,ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION. w PRECAST CONCRETE PRIOR TO BACKFILLING OF FLOUT DOSING CHAMBER,ENGINEER TO VERIFY FLOUT SYSTEM INSTALLATION& 2'-0' T-0" RISER AS REQ'D(TYP.) T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) Q �5� I~ I~ OPERATION. WHEEL LOADING). Q � £ 12 (MIN.) INSPECTION PRIOR TO START-UP(WALK THRU WITH ENGINEER;CONTACT ENGINEER TO > K EFFLUENT PIPE;INSTALL T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) P, EXISTING GRAVITY SEWER --= ___ AS SHOWN ON PLAN OVER BURIED COVER(S),AND MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) SCHEDULE) Yga INLET DRAWINGS(SEE GENERAL NOTES). VERIFY EQUAL DISTRIBUTION TO NEW FLOUT DOSING CHAMBER AND EXISTING LEACHING SYSTEM PUMP STATION 3" o OUTLET-- WATERTIGHT ELASTIC GASKET; T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FROM MAIN LIFT PUMP STATION. m SANITARY TEE;517E gg MIN e KOR-N-SEAL OR APPROVED EQUIVALENT FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD A TO MATCH EXSTNG VERIFY FLOUT DOSING CHAMBER OPERATION. Q sewEa LINE (TYP.FOR EACH PENETRATION) APPROVED BY ENGINEER. VERIFY MAIN LIFT PUMP STATION AND EXISTING LEACHING SYSTEM PUMP STATION EFFLUENT PUMPS ARE mu'o NATIVE BACKFILL NSF APPROVED EFFLUENT FILTER T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL FUNCTIONING PROPERLY(I.E.OPERATIONAL AND ALTERNATING DUTY CYCLES). 0 ��- THOROUGHLY COMPACTED ("POLYLOK PL-122",OR PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATERTIGHT AS APPROVED BY ENGINEER.TANKSANDRI5ERS y �Ho MIN, WITHA_7 EQUIVALENT)(RESIDENTIAL) TO BE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER(ENGINEERTOWITNESS). OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS m � LL IN.AREA OF 50 SQ IN PRECAST DUAL COMPARTMENT M T-6)CONTRACTOR TO INSTALLTANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF PREVENTION: m - SEPTICTANK OR EQUIVALENT enEFie EXISTING FEATURES PRIORTO START OF CONSTRUCTION. 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOAD A SYSTEM. w 6'(MIN.) T-7)SEPTICTANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE °zp 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. 12"(MIN SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINTTHINNER, 0 4n� V PROVIDE EXTENDED BASE FOR PERMANENT MARKERS SHALL BE PROVIDED OVERALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) Z aka ANTI-FLOTATION PURPOSES �3 OWNER. 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCES,CONDOMS,DIAPERS,COTTON SWABS,UNUSED �U _ MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. _� CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL S.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. �z os� O 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. HU W VEGETATIVE GROWTH SHOULD NOT BE ALLOWE D TO BECOME OVERGROWN. O �o'o 1 DUAL COMPARTMENT SEPTIC TANK DETAIL SEPTICTANKS: mE! w NON D•� SCALE:N.T.S. 1.ANNUALLY INSPECTTANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS If NOTED). 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE PUMPEI RE, OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM Of THE OUTLET BAFFLE a a a a a ¢ w OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR ¢ SANITARYTEE.(MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). �Bm 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK 15 INSPECTED. a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). o Ego E.REMOVE TANK COVER AND PUMP TANK IF NECESSARY „p c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER o O u3z OBSERVATION PORT 4"NON-PERFORATED PIPE 4"PVC;PERFORATED d.PULL FILTER OUT OF HOUSING ABOVE CONCRETE SAND DISTRIBUTION PIPE FINISHED GRAD e.HOSE OFF FILTER OVER THE SEPTICTANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. DISTAL END MANIFOLD f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. GEO-TEXTILE EUEN LATERAL Lli DISTRIBUTION BOX: 4 VC;END CAP(TYP.) 1.ANNUALLY INSPECT D-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION. W z THREADED CLEANOUT PLUG WITH HOLE DRILLED U., 0%SLOPE(TYP.) ---0%SLOPE 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. QJ LONG SWEEP(SAM TWO 45 AS LATERAL) ----90 (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWSTO ALL LATERALS). � ! � (SAME DIAMETER AS LATERAL) - - - - - - 3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. v� 4"PERFORATED PIPE - z I N w LEACHING SYSTEM: LLJ L BELOW CONCRETE SAND o (n PERMEABLE GEOTEXTILE WRAPPED 1'-0" 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS z LU I W noTP E-e EVEN LATERAL 2"NON-PERFORATED PRESSURE W~ Y `y AROUND PERFORATED PIPE MT.) ,2 CONCRETE SAND MODEL'843' PIPE FROM PUMP STATION NOTED,HAVE ITTESTED FOR BACTERIA CONTENT). } O _ 1 1/2" PVC PRESSURE DISTRIBUTION UNIT(TYP.) 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. PIPE WITH 1/4"HOLES 4'O.C. cc Cn >- _ O ALTERNATING AT 4 AND 8 O'CLOCK 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. Q L E w f �' 2 ELJEN PRESSURE DISTRIBUTION PROFILE DETAIL 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. ULu Zz #x D SCALE:N.T.S. Q PIPING �ED � z P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM Q� w " v I G O D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,AND 06 CC W jW w INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. LU = °d O 5 P-2)GRAVITY SEWER PIPE JOINTSTO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT E-Q ` U PIPING I� N P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(I.E.NO LOW OR 0 W ;O Z HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID ATTHE CO € O FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW SEWAGE:4"@ 2%,6"@ 1%;SETTLED Q '= Z SEWAGE(EFFLUENT):4"AND 6"@ 0.5%2.ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. 3 _ 44* P-4)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM D2241,100 PSI _LJ )� "EVEN"LATERAL, MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S U I GEOTEXTILE FABRIC AROUND THE TOP TYP.(3) RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. Q (OVER THE DISTRIBUTION PIPE)AND FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. z w SIDES OF"EVEN"LATERAL,TYP. 4"0 PVCP-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BYTHE BUTT(HEAT)FUSION PROCESS,AND JOINING EQUIPMENT SHOULD N DISTRIBUTIONUTION PIPEIPE O (REFER TO PLAN),TYP. BE AS APPROVED BY THE MANUFACTURER.PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAYBE USED. SEED AND MULCH ALL FILLED EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR AND DISTURBED AREAS OR STRUCTURAL STRENGTH IS IMPORTANT.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS, CONSTRUCTION VERT COVER VERTHCOVER TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAYBE USED TO MECHANICALLY CONNECT HDPE PIPE. OVER THE ENDS OVER THE ENDS OF THE SYSTEM 6"TYP. 6'-4" OF THE SYSTEM REFER TO MANUFACTURES RECOMMENDATIONS. DETAILS TYP. P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS,OR OTHER APPROVED METHOD,IN SLOPE: EUEN SAND(CONCRETE SAND; ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL101NT ADAPTER,FLANGES,UNIONS, 3'H(MAX.):VV , _ SEE SPECIFICATIONS) GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CON N ECT SC 40 PVC PIPE,IN ACCORDANCE WITH MAN UFACTO RERS RECOMMENDATIONS. Dl ,I P-7)THERMOPLASTIC PIPING MAYBE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE,AS RECOMMENDED BY MANUFACTURER. MIN.3.5 ABOVE OBSERVED �3 TYP SHEET:5 OF 8 EXISTING GRADE 2 6"MIN. BOUNDRY CONDITION 16 8". PLOTTED: 09/20/2023 3:00 PM o f NCH W y FILL MATERIAL: BOUNDARY CONDITION; -(5-10 MINUTE/INCH PERCOLATION RATE SOIL) MOTTLING @ 13"BELLOW GRADE -FINE MATERIAL(SILT,CLAY)LESS THAN 10%BY WEIGHT(4200 SIEVE) -COARSE MATERIAL(STONE,GRAVEL)LESS THAN 15%BY WEIGHT(1/2"MESH SIZE) c+ TP230601-02 -MEDIUM TO COARSE SAND AT LEAST 25%BY WEIGHT(#35 SIEVE TO#10) BOTTOM OF EXCAVATION -EFFECTIVE GRAIN SIZE 0.15-0.30 MM pup P" -U NI FORMITY COEFFICIENT 4-6 R�F889J�� ROBERT U.HOLMES.II NOT FOR CONSTRUCTION P.E.#DB2Dz6 LEACHING SYSTEM SECTION coPvalG T© 2` 2s 6 SCALE:N.T.S cam exc.ET 81A LIME—C-1N.111 aN—r— -ENS s Z w - MOUND TO SHED WATER UNLESS UNDERP,P ROADWAYS;RESTORE ROADS AND Q WALKWAYS TO ORIGINAL CONDITION; TOPSOIL SEED&MULCH NON PAVED AREAS w _ \\\\\ \ NATIVE SOIL BACKFILL LESS w z= / X COBBLES AND LARGER,COMPACTED MOUND TO SHED WATER UNLESS UNDER -gyp / ROADWAYS;RESTORE ROADS AND INSTALL MARKER i\SEE NOTES BELOW TO 85%MODIFIED PROCTOR OUTSIDE > "o TAPE 18"DEEP \ \� \� ROADWAYS,95%MODIFIED PROCTOR \\ \ / / WALKWAYS ORIGINAL CONDITION; _ WITHIN ROADWAYS m \\l TOPSOIL,SEED&MULCH NON-PAVED AREAS CLEAN SAND(100%PASSING�q' �{ ' w - MAXIMUMIO%PASSING 200 SIEVE) NATIVE SOIL BACKFILL LESS _o< 18"MIN //\Xjj �/\ \� COBBLES AND LARGER,COMPACTED 6"MIN.TYP. - ,,/ / / Mil N. ter/ T085%MODIFIED PROCTOR OUTSIDE � D ( ) _ t >\ INSTALL MARKER \� \1I�\ \/ Z \\/ - MOUND OVER FORCE/ TAPE 18"DEEPOF PE///�\///\/ ROADWAYS,95%MODIFIED PROCTOR WITHIN ROADWAYS U =� RIGID FOAM INSULATION MAIN WITH SOIL AND \ \ \� F Z x _ 4"MIN(6"IF (MIN.2"THICK)AS OR DUFF/LEAF LITTER; Z PIPES) r ROCK BELOW) WARRANTED/ORDERED DOCUMENT LOCATION ON CLEAN SAND(100%PASSING�q", /l{ �� (SEE PLAN FOR SIZE) j�/ RECORD PLAN MAXIMUM 10%PASSING 200 SIEVE) \\� / / / / /�/ PIPE: MIN OU \j\ /\\\ BURY AS MUCH FINISHED GRADE r. S \\/\ w0 w muo AS PRACTICAL 6"MIN.(TYP.) 18 ± EXISTING GRADE j \x FORCE MAIN / _"•.`' y.� ¢ 1)BURIAL DEPTH:SEWER:4'0"MIN.COVER;WATER:5'-6"MIN.COVER. NATIVE SOIL (SEE PLAN FOR SIZE) / //��• - \ \ 4"MIN(6"IF ✓�0- � _ \ ROCK BELOW) LL'i 2A)WATER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0"AND S'-6"COVER, /\�//\� //\� //\�///////// MIN.10"PVC SDR 26 PIPE / PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH / //�//�//� //�//�//�//\/ (PROTECTIVE SLEEVE) /\// a a Q w PROVIDES LESS THAN 3'-0"COVER,CONTACT ENGINEER FOR ASSISTANCE. 2B)SEWER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0"AND 4'-0"COVER, \/\�\�/\�\\ MIN.2"THK.POLYETHYLENE 18"± SLEEVE ENDS TO BE B�© SEWAGE FORCE MAINS SHALL BE FOAM PIPE INSULATION SEALED AROUND THE s PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH INSTALLED TO FULLY DRAIN FORCE MAIN LINE BACKFILL AROUND FORCE AROUND FORCE MAIN N PROVIDES LESS THAN 2'-0"COVER,REFER TO'SHALLOW PIPE INSTALLATION'DETAIL. o m MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL a zzF MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, o w 3)IN VEHICULAR TRAFFIC AREAS,IF 3'0"COVER CANNOT BE ACHIEVED,PIPE(S)SHOULD PROVIDE INSULATION AND HEAT ~ Np BE PLACED IN A PROTECTIVE CASING(S). THAN 1",OR CLEAN SAND rn Q c'Pz TRACING;CONTACT ENGINEER o FOR GUIDANCE 2 CROSSING: PROTECTED FORCE MAIN 1 PIPE TRENCH:WATER&SEWER LINES ,• SHALLOW PIPE INSTALLATION SCALE:N.T.S. Z O DZ SCALE:N.T.S. D2 D2 LLJ SCALE:N.T.S. U 3 w W Z J ECL zi LL d W N Z W H w W:E ZLLI W H cf)} O Cn >- p o THREADED CAP Q~ I' £� N U W FINISHED GRADE ,2 J>- Q� z e )� .C... : O dS Lu W D iW x H QQ 0CE: RE VEGETATE DISTURBED AREA - ��_ > ' V Z WITH LOW MAINTENANCE NATIVE SAND ULLJ �® O NATIVE GROUND COVER; LOAMY SAND fn MULCH AS REQUIRED 0 LONG SWEEP ELBOW > � Z 2 48"±(q5 REQUIRED) >(PREFERRED)OR 2-45° BENDS 4"±(AS REQUIRED) WYE CONNECTION Z _RE)] � Q / / 4"O GRAVITY LINE X �/\�/�//j//i\/i\ \\\/ 2%MIN.SLOPE CO N STR UCTIO N \� DETAILS 3 VEGETATED DIVERSION SWALE 4 GRAVITY SEWER CLEANOUT D D2 SCALE:N.T.S. D2 SCALE:N.T.S. SHEET:6 OF 8 PLOTTED: 09/20/2023 3:00 PM OF NEW J, o g' 4 6 m N0.0624'GG P4pROFESS>°� ROBERT U.HOLMES,II P. NOT FOR CONSTRUCTION o" F-YR l!'NT 6 COPIGHTO 2023 COORDINATE LOCATION PUMP STATION SPECIFICATIONS WITH OWNER ELECTRICAL SPECIFICATIONS(CONTINUED) O 0 TIME DOSE DUPLEX PUMP CONTROL PANEL PUMPS WITH AUTOMATIC PUMP ALTERNATOR (1)INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. (6)INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. Q (2)ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. (7)IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE FOLLOWING Q SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 ENCLOSURE(SQUARE IQ mN< (3)SUBMERSIBLE EFFLUENT PUMP,10,115V OR 230V TO MATCH POWER SUPPLY, CLASS 8501 TYPE X OR EQUIVALENT).RELAY COIL SHALL BE RATED FOR 120 VAC.RELAY CONTACTS SHALL BE j RATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP F- $?v ALARM (4)Y4"SOLIDS HANDLING. CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENTTO CONTROL PANEL AND LABEL ENCLOSURE. PANEL PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 3 FOR PROPER OPERATION OF Q JUNCTION BOX (5)LITTLE GIANT 9EC4/10 HP SUBMERSIBLE EFFLUENT PUMP,FL50 SERIES BY LIBERTY OR EQUIVALENT; RELAY. 11V. _ TO BE VERIFIED DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR ASSISTANCE (8)PROVIDE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR LEVEL Q CONTROL SIGNALS)IN A 2"SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANELTO THE WET WELL - (6)TEST PUMPS FOLLOWING INSTALLATION;MEASURE DISCHARGE RATE DURING TEST AND ADJUST JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW FINISHED GRADE.TRENCH SHAL 0 - PUMP(S)-2 LL -�� THROTTLING TO ACHIEVE 20 TO 25 GPM DISCHARGE RATE.MARK VALVE OPERATOR(5)AT THIS BE ON WITH CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. POSITION. pro (10)BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE,THE GUIDE RAILS. WET WELL: m (11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY z _ lm POWER(SOURCE PER OWNER) (1)DOSE VOLUME:TIME DOSE APPLICABLE LOCAL OR STATE CODES. _ H tiE (2)TWO BEDROOM RESIDENCE DOSE CALCULATIONS:220 GAL/DAY (12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE, DOSE VOLUME=SYSTEM DOSE+FORCE MAIN VOLUME LL = 220 GAL/DAY+S DOSES/DAY=44 GAL/DOSE(LEACHING SYSTEM DOSE) (13)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF 44 GAL/DOSE+200'X 0.16 GAL/FT(2"0 FORCE MAIN) WORK. H sz INLETS TO LEACHING SYSTEM 44 GAL+32 GAL=TOTAL DOSE VOLUME OF 76 GAL/DOSE (14)PERFORM ALLTESTS TO VERIFY THATTHE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. PROVIDE S DOSES/DAY TO LEACHING SYSTEM Z O o 24 HOURS/DAY+S DOSES=4.8 HOURS BETWEEN DOSES(4 HOURS 48 MINUTES) PIPING SYSTEM O rc� ~U w w3o 2"TEE W/DRAIN BACK VALVE PUMP RUN TIME:76=25GAL/MIN.=3.04 MINUTES(3 MINUTES 2 SECONDS) (1)PUMP STATION PIPING: �0 mob SCHEDULE 80 PVC. ❑ V' (3)GARAGE/APARTMENT DOSE CALCULATIONS:220 GAL/DAY (2)VALVES: DOSE VOLU ME=SYSTEM DOSE+FORCE MAIN VO LUME CHECK-PVC,BALL TYPE. mw 220 GAL/DAY e 5 DOSES/DAY=44 GAL/DOSE(LEACHING SYSTEM DOSE) SHUTOFF/THROTTLING-BALL VALVE-PVC a INSTALL PUMPS UNDER COVER TO FACILITATE 44 GAL/DOSE+31'X 0.16 GAL/FT(2"¢FORCE MAIN) EASY REMOVAL AND INSTALL JUNCTION BOX 44 GAL+5 GAL=TOTAL DOSE VOLUME OF 49 GAL/DOSE E_ WITHIN REACH OF COVER FOR MAINTENANCE 48"DIA.X 67"FIBERGLASS STRUCTURES a a Q w 2=w PURPOSES. PLAN PUMP STATION(SEPTIC SOLUTIONS) PROVIDE S DOSES/DAY TO LEACHING SYSTEM WITH DUPLEX PUMPS BY SEPTIC SOLUTIONS 24 HOURS/DAY+S DOSES=4.8 HOURS BETWEEN DOSES(4 HOURS 48 MINUTES) (1)HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING,UNLESS OTHERWISE NOTED,SHALL BE - PRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC.OR APPROVED EQUIVALENT. PUMP RUN TI ME:49'25 GAL/MIN.=1.96 MINUTES(1 MINUTES 58 SECONDS=2 MINUTES) M o' (WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED;SEAL SLEEVE TO WALL WITH (4)PUMP RUN TIME SHALL NOT BE LESS THAN 2 MINUTES NON-SHRINK GROUT(OR OTHER APPROVED METHOD,I.E.KOR-N-SEAL BOOT),SEAL PIPE TO SLEEVE WITH 2'0 HATCH COVER SIZING, WATERTIGHT ELASTOMERIC MATERIAL). N Qr TO FACILITATE EASY ACCESS TO (5)IF PUMP RATES VARY FROM DESIGN CONTACT ENGINEER FOR DOSE CALCULATION ADJUSTMENTS o 0 PUMPS DURING FUTURE MAINTENANCE (2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED BYTHE 2"TEE CONTROL&ALARM PANEUS) MANUFACTURER AND AS APPROVED BY THE ENGINEER. (1)INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. z Q 2"RISER WITH CAP FOR LIFT OUT (2)ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. W U"T"HANDLE VALVE OPERATOR JUST UNDER OPENING, OR EQUIVALENT(CORRD WITH OWNER) REMOVABLE FOR USE WITH 2"VALVES,HANG NEAR HATCH (3)DUPLEX TIME DOSE CONTROL PANEL NY SEPTIC SOLUTIONS;SUBMIT SPECIFICATIONS TO ENGINEER U ;J Z NEMA TYPE 6 JUNCTION BOX FOR APPROVAL PRIOR TO PURCHASE A J POWER CORD GRADE i0 DRAIN (4)DOSING:TREATMENT SYSTEM SHALL BE DOSED AS INDICATED IN THE"DESIGN INFORMATION"ON CI_ ` AWgy C� THESE DRAWINGS". zfr H Z // // (5)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. W WATERTIGHT JOINTS(TIP.) / / / / / / / FORCE MAIN z W \\ \\ (6)HOA SWITCH,WITH RUN LIGHT ON PANEL DOOR FOR PUMP. W Y ; INLET FROM SEPTICTA \/ TO LEACHING SYSTEMS (7)VISUAL AND AUDIO ALARMS. �U) 2ND ALARM ON&WATER SUPPLY SHUT OFF HEAVY DUTY POLYETHYLENE LIFT OUT CORDS (8)ALARM RESET AND TEST BUTTONS ON DOOR. U Z Z LU4, .,) w N (9)LOCATE AS DIRECTED BY OWNER. (2 REQ'D)ATTACHED TO STAINLESS STEEL EYELET <�J} ph 2"PIPING67 rQ QJ�1STALARM AND LAG PUMPACTIVATED (10)FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. W=W Z %"FULL PORT BALL VALVE (11)WATER SUPPLY SHUTOFF AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY). ¢ w O 2"CHECK VALVE \\(NORMAL / \\/ PITILESS ADAPTER OR EQUIVALENT dS C[ IW d /\ \ OPERATING RANGE) \\\\\ ELECTRICAL SPECIFICATIONS Lo LU 0 PROVIDE 2"TEE WITH 2"BALL VALVE(N.C.)ON BRANCH V (FOR WINTER DRAIN BACK) L1J Z PUMPS OFF FLOAT SWITCHES(3 REQ'D), \ \ j \\ \\ 0jo O START TIMER,AND PUMP ALTERNATOR ANCHOR BASIN USING SS CABLE STRUNG CONTROL POWER 0 j C9 \ 8" \\ \\ BETWEEN SS EYEBOLTS ON BASIN FLANGE Q = _ V18"MIN- 115 VAC > Z \ \ \ AND SS EYE BOLTS ON P.T.6x61F REQUIRED; / ". CONTACT ENGINEER FOR GUIDANCE NATIVE BACKFI D�j Z W ' 4 THOROUGHLY COMPACTED � \ s 4 � (1)(2)(3) (q) (5)(6) R � O C \ END PLATES TO CONNECT 6x6 NEW RELAY MIN.(3)6x6 GROUND CONTACT P.T. / // O `J (TYP.EACH END)(IF REQUIRED) AUX.HI-LEVELALARM1 z Q IF REQUIRED;CONTACT ENGINEER FOR GUIDANCE \ \ \ \ \ \ \ \ \ GALVANIZED EYE (IN CONTROL PANEL) Q N /./�///� \ / / BOLT OTT TOP (7) R 6"(MIN.)COMPACTED CRUSHED STONE AND BOTTOM) MATERIAL ATOP FIRM NATIVE FOUNDATION \ V\\ 2EFFLUENT PUMPS L1 TIME DOSE SECTION R ::::� WATER PUMP PUMP STATION SEPTIC EFFLUENT PUMP L2 (230 VAC,1PH) TANK STATION(8)(9) NOTES: PUMP STATION NOTES: (1)POVDE CATALOGINSD A1175 ORE EEQUIVALENT AND ATLEDGE ARRSTER IN POWER SUPPYPFOR 240/1 0 VAC,ING EEPHASE SERVI ARRSTER SHALL CE. SQUARED P S 1 PSI-1)PUMP STATION TO BE 200 GALLON FIBERGLASS TANK+DUPLEX PUMPS AND SHEET'7 OF 8 1)LOCATE VALVE OPERATORS&JUNCTION BOXTO BE READILY ACCESSIBLE THROUGH COVER(S). TIME DOSING CONTROL PANEL;BY SEPTIC SOLUTIONS,INC. (2)IF PANELBOARD 15 NOT GROUNDED,PROVIDE A#4 AWG COPPER GROUND CONDUCTOR FROM THE 2)WATER SUPPLY SHUTOFF TO RELAY TO SHUTOFF WATER SUPPLY PUMP POWER.(SEE ELECTRICAL SPECIFICATIONS) PLOTTED: D9/20/2023 3 00 PM PSI-2)PUMP STATION EXCAVATION SHALL BE EXAMINED FOR EVIDENCE OF SEASONAL PANELBOARD TO A 5/8"X 8'COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE , HIGH GROUNDWATER;CONTACT ENGINEER FOR GUIDANCE,AND PROVIDE PIPING. DF NEIV� 3)OPEN"DRAIN BACK"BALL VALVE ON FORCE MAIN TO WINTERIZE SYSTEM, ANTI-FLOTATION MEASURES AS SHOWN/DIRECTED. (3)FOR SIMPLEX PUMP,PROVIDE 1-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS) .c`�.S U.HQ� oq BREAKER(PUMP POWER)AND 1-1 POLE 15 AMP CIRCUIT BREAKER)CONTROL POWER)IN PANELBOARD. IF NO SPACE IS AVAILABLE IN PANELBOARD,PROVIDE A LOADCENTER(SQUARE D TYPE QO OR _ EQUIVALENT)ADJACENT TO THE PANELBOARD.THE LOADCENTER SHALL BERATED FOR 240/120 VAC, r SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE.PROVIDE A TAP CONSISTING OF(2+GND)CONDUCTORS FROM THE PANELBOARD TO THE LUGS ON THE LOADCENTER. RO/�SSWtt. 1 DUPLEX TIME DOSE EFFLUENT PUMP STATION REQUIREMENTS ELECTRICAL CONEACH CO ORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL REQUIREMENTS OF EACH COMPONENT. ROBERT U.HOLMES 11 , C NOT FOR C®NSTRUCTION P.E.#082026 PV (5)PROVIDE(2+GND)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. cu,u COPYRIGHT© 2023 SCALE:N.T.S. PROVIDE(2)CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANE L. NONMETALLIC SHEATHED CABLE(ROMEX)MAY BE USED.IF SINGLE CONDUCTORS ARE USED THEY MUST BE INSTALLED IN EMT. cxc_vr evn u.,ENseo E.�ciN__a uuuawru�. EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGHT END TO END,PERPENDICULAR p TO DIRECTION OF FLOW STEEL OR 2"x 2" EROSION&SEDIMENT CONTROL: a -- 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE ESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND w PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND U (MIN.14 GAUGE W/ z W 24 (MAX.)TYP. SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL Q 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. VLO MAX.6"MESH SPACING) < mg ON REINFORCED SILT FENCE OF THE PERMITTING AUTHORITY, Ir Q LFo 3)NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN - YT`� �"^` •J > TYPICAL HARD SURFACE ESC-2)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE LOG/REPORT BOOK. µ TIE POINTS CONTROLLEDTO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: 2 - (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE http://www.de<.ny.gov/chemical/29066.html SECURELY FASTEN WIRE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY w FENCE TO POSTS& Q a"' OTHER ENVIRONMENTAL CONTROLS: SAND BAGS I►-10'MAXIMUM-�I FABRIC TO FENCE MULCHOR WITH STRAW,BARKMULCHEDIATELY ,STONE, ETC WORKISCEROSIO COTROLM MATTING, SUSPENDED,,) kip£ MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS cc z'o APPROVED. O 0: 1.)PROTECTSITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDECSTORMWATER DESIGN MANUALAND NYS LL syo EROSION&SEDIMENT CONTROL GUIDLINES("BLUE BOOK");LATEST EDITION ESC-4)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES ¢ 2"X2"WOODEN STAKES COMPOST PAX.SPACING LACED AT 10'O.C. SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE m 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL T0100%OF TANK CONTENTS; FI LTER SOCK STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. m M AN D AREA U N DER FU EL LIN ES SHALL BE COVERED I INWOODCH I PS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST Z N ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: W W W W W W\Y ESC-SA WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO C) _< 1'-4" V-4" ) 0 WOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE 0 FLOW 1' 1'-8" 1'-8" FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY z '3. MIN. 8" INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS z EXISTING INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH �� CONTOURS �` AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. 'ov Y GEOTEXTILE FABRIC ,., =1— z 00 0 ova 4"x6"TRENCH 3�q(MIN.) ESC-58)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, O zp > ,r BUTT BALESTOGETHER, 1�_4" DRAIN ROCK I— > a� WITH COMPACTED BACKFILL V-4 (IF REQUIRED) TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLEDAND/OR IMPLEMENTED pU LE.:NO GAP WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION w0 � m3o ` tiG GEOTEXTILE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL GEOTEXHLE FABRIC WRAPPED ` O� �O i ,yoti 8 STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE AROUND HAY BALES,AS SHOWN ABOVE ■ i yGG ■ NOTES: LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). wN. na 2"x 2"HARDWOOD STAKES OR RE-BARS — — — ESC-5C)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO DRIVEN FLUSH WITH BALE;2 STAKES _ _ ■ 1)THIS DETAIL I5 APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY OR APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE LLN£ PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED — — SEMI-PERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL. �H REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND < + a Q > gz� ■_ — — _■ ■ MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN Q o0 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. 2"X2"WOODEN ■ COMPOST FILTER ��° 4"MIN. STAKES PLACED SOCK PER 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST 22_ 8"MIN.TYP. 10,O.C. NYSSSESC ESC-6)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING ( ) VERSION OF THE NYSSSESC IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL a-z OVERLAP FABRIC o @ STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT zzf AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. m ¢ H BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT NOTES: 1.)COMPOST FID 8 LTER SLOPE WILLAT A B DEGREE ANGLE CONTOUR WITH BOTHSS W. 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE CONTROL SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ENGINEER FOR APPROVAL. Y 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 2.)DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPT THAT 8"DIAMETER SOCKS MAY BE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. 6)DETAIL SHOWN 15 EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. EARTHWORK&TURF ESTABLISHMENT: W , 3.)COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVEN 12"INTO THE ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON v 2)HAY BALE DIKES MAYBE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. 11 7--�iL1� THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TOLli SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT NCE BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE C) STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOIL A Q N STRAW BALE DIKE 4)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF 12".APPLICATION OF TOPSOIL TO A DEPTH OF 6".VEGETATE AS REQUIRED PER J j� < LIMITS LANDSCAPING PLAN,IF APPLICABLE,OR AT THE DIRECTION OF OWNER. W v ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH W DIAMETER SLOPE% (in.l 2 5 so z0 zs 33 so (GRASS OR OTHER NATIVE/NATURALIZED GROUN DCOVERS);CONTACT OWNER AND/OR LOCAL SOIL Cn CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. Z LU W G s zzs• zoo iaa so zo - - W F- 1' y iz 275 225 M 65 so as zs ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE ~>- d -b W cr is ns zso Esa zo ss as 3o CD O E qVVO 2a S. zzs zoo zao 100 60 3s POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAIOR TREES AND fr Y 32 Iso 32s vs u0 120 75 50 CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. U 1 z Lu Lu a C�VLpW 1 qz.. *LENGTH IN FEET C5-H AGGREGATE: ET-4)NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN Q '� A STONE SIZE-USE#3 OR#4(1"-4")STONE OR RUBBLE. ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). „4'MIN.� Q^✓t LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK ) ~JC Ir a�Y B)THICKNESS:NOT LESS THAN 6". Lu Q m { h T tz NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: Q Z ;� > 0 A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED SO'MIN. W W aW w 2� DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. 06 W � 75 'a w ORIGINALGRADE CRUSHED STONE AND LIGHT LENGTH: DITCH STABILIZATION GUIDELINES �. 11 •� NOTES: RIP RAP 30'-50' CS-3)WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL Q S—' V (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAYBE NECESSARY DEPENDING ON SITE CONDITIONS) 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE (oT z0 A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. DS-1)0-6%:SEED&MULCH AGGREGATE, CS-4)GEOTEXTILE: Q Ii Z 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. 6"-(NICK A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING > _ B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) (SEE NOTE C)FABRIC SPECIfICATION5: Lu Q 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUALTO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. LIGHT DUTY ROAD=MIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING � [� 4)SEDIMENT TO BE REMOVED WHEN 25%OP THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) HEAVY DUTY ROAD=MIRAFI 60OX OR APPROVED z M� w 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 'a EQUIVALENT DS-4)15%+:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING O cV SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. 3 WIOTH: 1z—24' (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) (SEE NOTE) CS-S)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) p ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL, BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL S:1 SLOPES MAY BE CONSTRUCTED STONE / EARTH DIKE OGR MORE AGGRE SUIDELINES ARE KIVE REATMEOVIDED TO ONFTSMAY BEN CFER IE SARYDEPENVES FOR IDINAGIONSTECONDIITON,AS �IOND;TIONAL CONTROLS CS-6)MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT SS-1)0-25%:SEED&MULCH TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE (CONTRACTORMAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) GFOTFXTIIF: PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR �� 10' MIN. SS-2)25-33%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT,ALL SEDIMENT SPILLED,DROPPED, "BLUE BOOK"FOR OTHER METHODS Of EROSION AND SEDIMENT CONTROL RADIUS TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (EX.NORTH AMERICAN GREEN MODEL:S75BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (Typ') (SEE NOTES CS-7)WASHING: SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SHEET:8 OF 8 WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED: 09/20/20233:00 PM PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:5150BN OR APPROVED EQUIVALENT) TO PREVENT TRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENTTRAPPING DEVICE. F SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES O Y CS-8)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL:SC15OBN OR APPROVED EQUIVALENT) NOlgyp9� CONSTRUCTION ENTRANCE RAIN PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SS-5)100%+:CONTACT ENGINEER FOR GUIDANCE O SEDIMENT CONTROL BARRIER (SHEET FLOW) i� No"oe E`+lSCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL ■ 0f (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ROBERT U.HOLMES,II (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL P.E.#082026 "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) NOT FOR CONSTRUCTION °" 3�PcRNG of"O"_�aOi Zv"uw.ff "T �-� SEPTIC DISPOSAL PERMIT Office Use Only -`' APPLICATION Permit#: E.C) OL9CA- Town of Queensbury w,Pe�rni fee: �5 fl nvo'ice 742 Bay Road,Queensbury,NY 12804 -. �� L P:518-761-8256 www.queensbury.net !1 i OCT 3 ) vai- i• , 2-02 Flood Zo e.' 9 TOWN OF QL EVagargipy Reviewed By: BUILDING cODPs Project Location: 17 & 18 Holly Lane,Assembly Point Tax Map #: 239.12-2-54 & 239.12-2-60 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day _ bedroom Garbage Grinder Yes No 1980 or older 150 Installed? (choose one) ❑ X❑ 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 4 110 440 Installed? (choose one) I I X❑ PARCEL INFORMATION: Topography ❑X Flat Rolling ❑ Steep Slope 0-5 % Slope Soil Nature X❑ Sand ❑ Loam ❑ Clay Other, explain: Groundwater At what depth? 13" Bedrock/Impervious material At what depth? No evidence of bedrock Domestic Water Supply ❑ Municipal ❑ Well OLake (if well or lake, water supply from any septic system absorption is 280'+/- ft.) Percolation Test Rate: 4.min' per minute per inch (test to be completed by a 35 sec. licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1000(2)gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub Two (2) 1,000 gal. tanks proposed. System Absorption field w/#2 stone Total length ft.; Each Trench ft. Seepage Pit w/#3 stone How many: ; Size: Alternative System Bed or other type: 'Eljen' Bed Holding Tank System Total required capacity? ; tank size # of tanks Septic Application Revised July 2022 CONTACT INFORMATION:,PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Curtis & Tamara Carstensen Mailing Address, C/S/Z: 223 N County Line Rd.. Hinsdale, IL 60521 Cell Phone: 203-249-7144 Land Line: Email: ccarstensen@yahoo.com • Primary Owner(s): Name(s): Curtis & Tamara Carstensen Mailing Address, C/S/Z: 223 N County Line Rd., Hinsdale, IL 60521 Cell Phone: 203-249-7144 Land Line: Email: ccarstensenavahoo.com ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Chris Crandall Contractor Trade: Crandall Excavating Mailing Address, C/S/Z: 63 Woodchuck Hill Rd., Lake George, NY 12845 Cell Phone: Land Line: (518) 793-0431 Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): RU HOLMES Engineers, PLLC Mailing Address, C/S/Z: 12 East Washington St., Glens Falls, NY 12801 Cell Phone: Land Line: 518-792-2907 Email: bholmes(a,ruhenaineers.com Contact Person for Compliance in regards to this project: Bob Holmes Cell Phone: Land Line: 518-792-2907 Email: bholmes@ruhengineers.com Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Curtis & Tamara Carstensen PRINT NAME: SIGNATURE: DATE: I -01. Septic Application Revised July 2022 • • • TOWN G3' QUEENSBURY 742 Bay Road, Queensbury,NY. 12804-5902 • Septic System Checklist • Plan to scale • €LReceived Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers ineers and Architects;June 30 to April 15 Town'Engineer for unapproved Engineers and Architects) g /All wells on property and adjacent properties shown \nt . -. lCater line shown Municipal or well 10'separation to any part of system • 2Setback to property lines show 10'or more for any part of system /5:6—Y-ENt4kr2.'''AP'4d-A-e:- i1/413 Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline .y(TSeptic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank for 0',Separation required(field verification required) . Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each l•C'�Leech Field 20'from foundation 100'from any well 10'from water line • ASeepage pit 150'from well 50'from septic tank k Seepage Pits 3-times diameter apart I( Septic tank and pump stations over 30 gallons 50'from watercourse or wetland • ldistance from bottom of trench or system 24"to bedrock or mottlin 36"within 1000'of Lake Geor 110 Leech field 100'from watercourse or wetland Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation \?AN+z LA - (J 14�Provide Engineer/Architect stamp for bed or design systems Department of Health Approval for all mobile home park new systems Flood Plain requirements • 2'above established flood elevationlo bottom of system WA!'All tanks anchored or 2'above flood elevation • • l.rC- 11 lii c.. 'dyla 7Rek1_.1 iddThnAI CQ© 'a=zfl v RESOLUTION APPROVING CURTIS AND TAMARA CARSTENSEN'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 068,2023 INTRODUCED BY: Mr. George Ferone WHO MOVED ITS ADOPTION SECONDED BY: Mr.Harrison Freer WHEREAS Curtis and Tamara Carstensen (Applicants) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement on-site wastewater treatment system with certain components to be located or used as follows: 1. Disposal system toe of slope/toe of fill to be located 3.5'± from the north property line in lieu of the required 10' setback; 2. Disposal system toe of slope/toe of fill o be located 5'± from the south property line in lieu of the required 10' setback; 3. Force main to be located 0' from the property line east of Holly Lane in lieu of the required 10' setback; 4. Force main to be located 0' from the property line west of Holly Lane in lieu of the required 10' setback; 5. Septic tank to be located 4'± from the structure east of Holly Lane in lieu of the required 10' setback; 6. Septic tank to be located 3'±from the property line east of Holly Lane in lieu of the required 10' setback; 7. 1'1" of existing/naturally occurring soil with a minimum of 2.5' of specified fill to meet the fill/built-up system to groundwater and bedrock requirement of 3' within 1,000' feet of Lake George; 8. Eljen(ETU)mound to be used as leaching facilities in fill system/material in lieu of an absorption field(Chapter 136-1OB{6}); on property located at 17 and 18 Holly Lane,Assembly Point 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 October 16th, 2023, 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 Curtis and Tamara Carstensen for variances from the Sewage Disposal Ordinance to install a replacement on- site wastewater treatment system with certain components to be located or used as follows: 1. Disposal system toe of slope/toe of fill to be located 3.5'± from the north property line in lieu of the required 10' setback; 2. Disposal system toe of slope/toe of fill o be located 5'±from the south property line in lieu of the required 10' setback; 3. Force main to be located 0' from the property line east of Holly Lane in lieu of the required 10' setback; 4. Force main to be located 0' from the property line west of Holly Lane in lieu of the required 10' setback; 5. Septic tank to be located 4'± from the structure east of Holly Lane in lieu of the required 10' setback; 6. Septic tank to be located 3'± from the property line east of Holly Lane in lieu of the required 10' setback; 7. 1'1" of existing/naturally occurring soil with a minimum of 2.5' of specified fill to meet the fill/built-up system to groundwater and bedrock requirement of 3' within 1,000' feet of Lake George; 8. Eljen (ETU)mound to be used as leaching facilities in fill system/material in lieu of an absorption field(Chapter 136-10B{6}); on property located at 17 and 18 Holly Lane, Assembly Point in the Town of Queensbury and bearing Tax Map Nos: 239.12-2-54 and 239.12-2-60, and BE IT FURTHER, RESOLVED, that the ETU shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 16th day of October,2023,by the following vote: AYES : Mr. McNulty,Mr. Strough,Mr. Metivier,Mr. Freer,Mr. Ferone NOES : None ABSENT: None 02/22/2024 16:57 7981584 RON MUMBLO PAGE 03 • I COMMONWEALI• 'J-I ELECTRICAL INSPECTION`�ERVICT-:IN(.:. I • ,,,,,i CO.i•• •I Main Office 176 Doe Run Road-Mauhelnt.Y.t•t?54ei •• 'fi'lf::' ' MUNICIPAL CERTIFICATE', - ELECTRICA.I.,A.9IPROVAf, • ` ?r• • ! :a rot l "~ •• I N25 2 . . ' i i'ennit No. Cert.rt. C:ul in C rd No. p„...r. ',lij I Owner el-> )4.......ce4.(44.1dn.&..A.r^— i I [ocatiort ,f '. . I 1 Installation Consisting of • • ,ti I. r t t : a i + I ln,tallcd [3y � Win, � '. _ rx V. I. .r'.�� • I l'hc cundi!!rms It�hnwml;�;Gvemed the issuance of lhia certillC:hr.c.and(:ny c4ni?f::atc;r+:viuusiy slued is ,•• 1. cancelled:- • ':' liciti •• This certifietne on1,; aivcrs the elrt:irit:al equir�mcnt and insr:hllation ,;uiidanoihs as of date. I[pan the r;„ ' introduction urpdtlitionr,I�;iluipnlent or alteration+,application shall k,;;pr+uiul'rly:.nl;aic lie'in;pe ction. 4fa, 1'^ i,'i;, Inspectors .,t' this C:un,pany Shall have the privilege UI' nYaku,u'utspecti}‘;+s at uY:y dine. and if ill • rules arc violated, the Corrq+any:hall have the.right to revoke this Cart:ticate.; • �v{,s'`• Z ! • INS ?;'''' 'v-t�';~ ..._ lilt is r..' Dat• 'r )<teaYllr IV.IIJ'A.,t..k.li.. .; • • 1, c. ) (—; 1. ; ' ..,-: M 6, .-'14:: I I] I-- - -= g '' III I' FEB 22 2024 1 . , 02/22/2024 16:57 7981584 RON MUMBLO PAGE 02 g:Ke. ••. . • il . .cs, . • . ,tres , , . ...... ; COMMONWEALTH ELECTRICAL INSPECnork stRvicis:,.INC. ••...;.0,• I ••.:•••i • i Ma1n Office 176 Doe Run Road-Ma Maim,.6'..if,I,7545i• • •r.*:1` •: ' • I ' : • ...,t....tr WI HNICI.1.%(.VIIIITIFICATE - ELECTRICAL'A PtPROVA I: .. . .. . - .':,ag, • • t.C.'• ; . • • • ! I • • . • • • • 0 • ..4.:•I".. •;•: ' • •"1;.t 4',24' .' ... ' I• : Permit No. ' ' Cert• N2 . 5.0 205 . enlinCa- rd No • . • • It V.,,' ....,... I " ,: • • I . , • .......J;;g: : • ',Ai.: .:• 4:-;/•'...I•• . ' 45':••. ;''• • •, ••. - 4;1'•;• ' • • .. .' I .Owner.. Location , .•0.A-,A:7%1 C.0..ki$f6ItS..41-.(L, :installation ConsiSt.ing iziJ7 . J71°.44.1 4- • I • • . • , •'. 4.-% . • ....4••3.=., .'• ...,',• ..Y..i .•.• • • • ' „.—, /°,4440/P SX,r1, • „ i •. . i :.‘..14,4,74.'t: . . s.'06::". • • ' • •.;•. 1., , ' • ; '',‘,,...??. +.4',:- N.• . .. .: • . • • . ...:• e . • .: . •• • , • • . • , • • • •%1 i .•• . . ! 'Installed By..,...4t Q ,c;`,:.4 4,C4,; • Lic. No. ! . ,•,,ii . i •. • i • • ! • 1 • . : • '. 1.,,S-: .;::i,c...• .• : : ' • .. ! • The conditinns following'governed the issuance cif this certificat.,Anti ibly ectliCwine•previaualy i.%Jed is :t ...-. •• . ' I ;cancelled: . I . • i : This certificate only gr)ver9 the electrical equipment and installation cisiidirions as.,,,f•datc. (.1j on the ! ' • -: p 1... , ::: • • . . ! :introduction of additional equipment or alterations,application shall he prumptIv,inadc•Tur inspec ion. 1 i'••• • • I : .4•:• . : • Inspectors of this CoMpiiny.sliall have the Privilege of making, impectiorli.:; (II iiiiy time. ank. if its !. . , ' . ••••i •"$7. .".iiA- • I • '''•.t•O . ' • 1 •:rules arc viofatetl,the Company shall'have the right to revoke this eoriirrcare. ; . • . '..1;;k 4:', : ' •• • • I ' • : .. . • •;via, . i . .,. . . . 4.4.r••• . 1 •Date 2-2.1.2 21:• •. •• •1NSPECT'OR.,, ,,Q1 e2Zedstrx-.tr.;'( ''.:,4"7?.............................. ! • 114„; •.% • t• : , ..iifi. . . . . .• Menti-kr i;,l,r.11A„.X.A.V.ill. ! • :••r‘lia....a. .. . • ---.) [) ,'----3 • -- --'1 [111 FEB 22 2024 -- i _ ' -)--:7A-•„-...i !:-..,.,,--:(..-,i,:-.:.H, H;r..i.!1, :y i 2,; :,I., ,,-.;;;....= :-. ,...,,,,:,v,• 1, bib"1- - 2.4i 0,s . • . . . 1 .. - . .. .,.._. 1 - HOLMES E ineers, PLLC Civil& Environmental Engineering May 2, 2024 John O'Brien Town of Queensbury Building & Codes Office 742 Bay Rd. Queensbury,NY 12804 Re: Carstensen WW 17 & 18 Holly Lane RUH 23-006 Dear John: This letter is to certify that representatives from this office have visited the Carstensen property at 17 & 18 Holly Lane. Based on our field observations it is our belief that the new replacement wastewater system has been substantially constructed in accordance with the approved design plans prepared by RU Holmes Engineers, PLLC, entitled: "Curtis & Tamara Wastewater Treatment System Replacement" Rev A 'Issued for Permit to Construct', dated 9/20/2023. Attached please find the record plans of the installed wastewater system that closely reflects installed conditions of the replacement onsite wastewater treatment system. Drawings are entitled: "Curtis & Tamara Carstensen On-Site Wastewater Treatment System Replacement" Rev 2, dated 4/30/2024. If you have any questions, please do not hesitate to contact us at 518-792-2907 or via email at bholmesgnihengineers.com, Sincerely, RU HOLMES Engineers, PL C, Robert U. Holmes 11,P.E. Principal/Senior Project Manager Ecopy(les): Curt& Tamara Carstensen Gina Martin—Warren County Planning F:\DataFile\2023 Proj\Resid\23-006 Carstensen WW\Work Docs\23006 231023 Rev B WW\Srce Files\23006 240501 Carstensen Cert Ltr.docx 12 East Washington Street 518-792-2907 Glens Falls, NY 12801 � =a CURTIS & TAMARA CARSTENSEN ON-SITE WASTEWATER TREATMENT SYSTEM REPLACEMENT W 86�. 17 & 18 HOLLY LN i 6 o q 0 0 TOWN OF QUEENSBURY, NEW YORK m O z��W W� n o o , o o W V , / ,�� „ o J. /„/ ,✓2 „, / �r r �� /� ^ii ,/� io" rrs oo__ o z�; mcc � ' `,' I ✓,'„ .,. t� si r �� ,��,,,//,:i. ///i ,% // p IJI:r //�� ;i a, ..1'/, /n .//r,- rr � �d � %( y ,.,,.: .•".� < �/ >, /, /�/;,r ,..../ % ,oi`!r;,//, /�/ if / r":a.��W�-///: J _ W (�' xk ..c> I G' •.,. � /�%/,i/� .,i,n ,, J��j�/ � ,i%fir �r/ %��j� �� / /�// a a a rr y f/��,�� +�1N7 _.,,/ ra✓J.:. / � ,-. / J,:r� / r n/ n�- r, ��>�,f I i;,;": Boa SITE LOCATION 6 moo° 2,6 /// ,a/,/,,.� / ,, ,. ,., a/c ,:J� ,...� / � ////i ✓ /; /,..,. .. NEIGHBOR.. co aaaM COWELL LOCATION PLAN -59 scALeNrs < s-� tio rc l % �//,�;,1r� �/i��i�s��IIINf�f��l � �, , ��fr��%/ � ;/� �� /,;✓'- 1�, /,. /, CURTIS CARSTENSEN LLJ _ /„�/✓r/ / ., :,, ., �//�l !/ ,:/ - ,�/ ,./, /, � ,,j /��,..,,,�i/� .TAX MAP#.239.12254&239.12260 ✓ l Y � i/ J /�� /�u rLLJ NEIGHBOR. -- IRREVOCABLETRUST W it/,/ 1 e/l✓' �l,,f /i, /r a /,,.// �r/.�/ �/, ,. //%/ ,�/i r, //',,, �i/ w LU , LLJ C9 NEIGHBOR.EDWARDI.BAERTSCHI ///%//,�.., /. p.1, 1 ///, %� �i ,../ /,,:, / 1 // J/,....//-, rrf /, I— i' r //o/� ri // .NEIGHBOR:BR 9.1 HODGKI23 TAX MAP#.239.12 2 43 ,:r r ,.,„ I! ,,,,. /... � / Cn 1. /.....,/ „ //... r ,., / a.. 239.12 2 53&239.12 2 61 I— / di Q ELI CD LLJ / r/// / / / /•/I 0//� l/ ,,r / I „' '/ Q O ED HARRIS BAY Q w i Co w LU LEGEND. LINE TYPE. �.vr, 1 �/ /<f/ / �j� / / % ) I) W Pll -/ �� G /,r/ I U EXISTING STRUCTURES/OBJECTS/UTILITIES SURVEYED AND OR FIELD VERIFIED: *--o"P,I i 1'l!%,„ ,/ „ ;,,,, �, „/i,,,,i,,, „%: � / EXISTING STRUCTURES/OBJECTS/UTILITIES -/ ,.-- / �, �- ///.:. / ,,._ � ..,,., ///, / � < /iv NOT VERIFIED BY SURVEY OR IJ /o% LLJ <L FIELD DOCUMENTATION: I— }PROPOSED STRUCTURES/OBJECTS/ > UTILITIES. /! I/J/ ,/ � / / : /,.. /� J/�r/:� /i...'�,r /l(� PROPERTY LINE. /�// � ,,. f/� ,/ / , to / , f r ,::.„�.. /�a ,... /a... �/ ,/,:, //..✓ TREE LINE: SHORELINE/STREAM. COVER swALe SYMBOLS/ABBREVIATIONS. f ,/ lilt 1 pr 1 'ji �� / // ;!„ �,,,,,; POTABLE WATER P W /i/r 1 / ,.. / //,„ � d((,✓/L/ / �/d r GRAVITY SANITARY SEWER SA-6- PRESSURE CVR SANITARY SEWER - i ,/ I � '" ! � � Yf,',�p:, r /%/ // � / �%�� r// i / i �"r�/i�ii/�a 0/a/ fir /,< ;;;;,,, l ,. .n, �% /h. , ,;�,�, ..r �iii/ / //� , �., SHEET:1 OF9 TEST HOLE.� TP# „-,// r l✓ /� /�j .. ,:%/,.:. //� :. %�/. f,.� i. REVISION INDICATOR. PLOTTED: 04 30 PERCOLATION TEST.� PT# 2024 3:00 PM l l NOTE# . _ NOTE REFERENCE TAG: Cl SEE DRAWING 2t #FOR NOTE DETAIL# DETAIL REFERENCE TAG: Dl SEE DRAWING#FOR DETAIL �'Ky¢. N0.082026 W` OA�OPESSYOpA�~ SECTION CUT DIRECTION 11 SECTION REFERENCE TAG: p1 SEEEDRAWING#CTION ER r.JATEN T`Sr SETTING PLAN ..„ .: •• •••„ •• ROOP RGH 2O26 3S, FOR SECTION „�„� . .:..E.„ .� or.rvco :sH..rree 3 1OF5 0F5 5OF5 �z =a Q a, w TOWN OF QUEE.NSBUizY z Q ,anuabs'utptkantie(d(Chapterl3fi-ItIB(6)); llor,re a/ Nnnu-n] B,nr rye. n (,,od lelnre to Ci cue^ Ill:II FUR I IIFR, >� zs� on property located at 17 and 18 Holly Lane,Assembly Point in the Town of Queensbury,and Q p 1 not b cffecti,e until 30 days after sa- RESOLVED,th 11 tin approval Resolution shin t l e e e. y e such w ' V.Il F.F.AS,the I own Cl<ak's Office published the Notice of Public Hearing in the I oven's notice to the Adirondack Park Agency and shall be sabjeet to review by the Adirondack park d C':)ctbber 18,2023 official nev�statei and the Local Board.of Health dtdy conducted a public heroin;conceinin;the i din 11 L 6 6 Agency during such period. rz variance requests on October 16Y°2023,and. Ow Curtis&"1 antra Carstensen. d 223 N Count,Line Road Dilly adopted this 1 fi 1i day of October,2023,by the following vote: Cc WHEREAS,the I own Clerk's Office has advised that it duly notified all property owners Hinsdale,kl...60521 via ccarstuisetl'ar:,Loo corn;bhohnus/ei)ru.Ptenc.tnccrs.com, z `�'�` withua 500 feet of the subject property AYES Mr.McNulty,Mr.Sreough,Mr.Mctivier,Mr.Preer,Mc F'erone w w w NOES None Cl uu5 LL NOW.1111;RI.1'ORf.BF,I`I O RE: Sewer Variance Application ABSENT: Noel© 0 z d U rn O w I,Colleen lvathbun,Deputy lows Cluk of the'town of Quecrsbur Warren County,New York.. � � �w ItLSt)1,V1il),thaq 1 7 Ye } wCc Dear Mr.&Mrs.Carstensen do hereby certify that I have compared the foregoing with the original resolution as listed above w s z y z adopted at a regular meeting of the 7 own Board of tfie Town of Qucensbw v held on the 16" day O O 0 z O of October 2023 at which a c uorwn was present and that the same is a correct transcript therefrom U I. date to the nature of the variant*se the Local Booed cif`licalth detcsrnincs that the I L I O O 0 w OU w Enclosed please.find for yoar records a ecrtified copy of Queensbury Board of health and of the whole original thereof to date. o z O Q w O variances would.not be materially detranent.al to the purposes stud objectives of`this' IN WFI NLSS THEREOF,I:have hereto set❑tv hand and the SFAL.of said Town.of C ueenslmr o Q�'-Cc Resolution No:1301168,2023'Resolution Approving Curtis&-Cam C'ara arstensen's Application for Sanitary Sewage Disposal Variance'. „ � y' Ordinance of o e adjoining properties notothc—iw conflict with the purpose and this 18' day of October,'2023. OO w :5 w s w O ob .I y Town plan of peilruy and rz z z rn a. 2. the Local Board off[eap])finds that the granting of the variances is necessary for the + a If you have any questions or concerns,do not hesitate to contact nie. SEAL SIGNED: (,C i thhun f- aaaaaa >reasonable.use of the land and are the mhlimm u variances which would alleviate the Cohetin I athbam w � r specific unnecessary hardship found by the Local Board of Health to affect the Depute I own Clerk ,2 Sincerely, fawn of Queensbury 12" ,1 Applicants;z(I "a v o r. 0 0 0 BL I I FURL"I MR, N N Colleen Rathbun o o 0 Deputy Town Clerk I cc:RU Holmes Fngiucers,I'LLC(via elecrronical13) RESOLVED,that the Local Board off hauth hereby approves the application of Curtis and Tamara Carstensen for vai ionic"from the.Sewage Disposal Ordinance to install a rreplacement on- � �..,.,u,,, LU O site wastewater treatment system with certain components to he located or used a follows: 7 y 1 OF 1 _ Caroline li Barber I'ighway Darid 1)unr11 W i R@wn Clerk&Tax Recover a r )elatfucnt lfighw�(a'y SJn,e":,m�toand,lo c (L0 "0i 1; 74 I7 y 2 cf,Qrun>6r y,NY 12$04 : r wy 12r0b Q -Iovn IFletl(518)761-8234 yir Nc Mer: 1x(518 7154a74 Hume:( 1€) 61-8211 / )I u.)I v Srt,< o,t,•:pdrrt LL1 ,Fax:(.,e7 N) 1,-,-lid 6 z MPi ar dJrrr LL1 roa zw EXCAVATING,PERMIT LL1 E Y v 2 OF 5 1. Disposal system toe of slope/toe of fill to be located 3.5'1.from[hc north property 40F 5 00 p line in lieu of the required 10'setback: Q RESOEUTION APPROVING CURTIS AND TAMARA CARSTENSEN'S DATE:,_10/04/2„023 APPLICATION FOR SANITARY SEWAGE i>ISPOSAL VARIANCES 2. Disposal ny em toe of toe slop of ill o be located5',e from the south property line U W z ; in lieu of the required 10'setback; PLACE OF EXCAVATION, 17&18 Ho>ly Lane Assembly Point On-site wastewater force main crossing Q w E„ sp '3. Force nlun to be located 0°from the property lire east of Flolly Lane in lieu of the' REASON FOR EXCAVATION: {Qby BoH_WW Vananoe A)7 Ip icmhcin_peodin W RESOLtJ'I ION NO.:13011068,2023 - - .,,..' "".'"-. Q� of required 10'setback, z > EXCAVATION PERFORMED BY: Chris Crandall Excavating ~~ w c O INFRODUCED BY. Mr.George Fcrone 4. Force main to be located 0'1 the property liner west of Holly Lane in liou of thee �, CC uJ asa WHO MOVED 1'I'S ADOPTION ADDRESS: 63 Woodchuck Hill Rd Cn LL1 �. ~ L.IJ required 10'setback __----_- . __.-. , -__---.-.___...__ .,. ... ~ Loj SECONDED BY: Mr.Harrison Freer 5. Septic tank.to bit;located 4't from the structure east of Holly Lane in licit of U the Lake George NY 12845 __- �� wwwa»� C� W required LO setback: I— O 1 EMAIL AND PHONE: 518 793.0431 .......--.--_ � � 6. Septic lank to be located 3't from the property line east of Holly Lane in lieu of the Q WI11 REAS Curtis n1d"Carrara Carstensen(Applicants)filed,in application for variances Condition of the excavated site is to be restored to its original paved condition WITHIN 3: flout provisions of the T'owrl of Queensbury On-Site Sewage Disposal Ordinance,Chapter 136 to required 10 setback; 48 HOURS of excavation or subject to penalty charges. All excavations are to be bored LL1 7. I'I"of existing/naturally occurring soil with a rninlnnun ol'2.5'of specified till under roadway. If this is not possible, please ratify the Queensbury Highway install a repl auc.menl on site wastewater treatment system with certain component,to be located or Superintendent prior to excavating. U to me^C[the fill/built-up system to groundwater and bedrock re(Iwrement of 3' used as follows: [Fill u.r whluin 1,000'feet.of Lake George; Town law dictates that utility facilities shall be no closer than 5 feet to any existing'Cown 0 cw 8. Fl,jen(F1 U)mound to be used as leaching facilities in till sy stem/mawrial in lieu of water or sewer main when measured from the centerline of the water or sewer main I. Disposal system toe ol'slope/roc of fill to be located 3.5',from the north property pipe• an absorptionfield(Chapter 136-1013{6}); APPROVALS line in lieu of the required 10'setback:, Property owner/Name of Contractor:Curtis&Tamara Carstensen 2, Disposal system toe o1 slope/toe of till o be located 5'1 front the south property line Address: 17&18 Holly Lane,Assembly Point AND PERMITS on property located a am t 17 and 18 Holly Le,Assembly Point in the`Cown of Queensbury and in lieu of the required I tl setback; Email and Phone: ccarstensen@yahoo.com 203-249-7144 AP P R bearing`I ax Map Nets:234.12-2-54 and 239.12-2-60,and 3 Forcc main to be located 0'from the property line east of Holly Lazne fitlieu of the Special Conditions: Excavated site to restore In this manner: requird 10'setback, 131,11'FURTHER, 1. Replace old material with Item#4 4. Force Main to be located 0'from the property line west of Flolly lane in lieu of the 2. Replace in one-foot lifts SHEET:2 OF 9 required 10'setback; 3. Pavement as follows(binder-2"and top coat-1'/2") PLOTTED: 04/30/20243:00 PM ILL4(7hV6i,q that dire hlTLl shall be maintained by the property owner in accordance with 5 Septic tank to be located 4't from the suitcun'c cast of]lolly Lane in lieu of the y L2..4')-,? OF NEW F ' the 111anutaUn er's recommendations for the lifo of the s stem,and Permission Granted: Date: required 10'setback. .a U.HO6 0 6 Septic tank to be located 3't from the}property line east of l lolly Lane al lieu ol'the C x•d•�-(, 2 o y' 1 / s, BE I[FUR`1'HEit, ........:/t tG..}5.��. .....:__„- --------.... ,✓' A..: required 10'setback; David Duell,Highway Superintendent r Mark De Mers Deputy Highway Superintendent 7. 1'I"of existinghla[rnally occulting sail with a minimum of 2.5'of specified fill p tY 9 Y P RESOLVED,VED,that the Cown Board authorizes and directs the Town Clerk to forward by R N0.082026 W` to meet the filVbwh:-up s stern to roundwater and bedrock requirement of 3' Revised 7I25/2(722 Una otArw I Y•' 6 9 cerf tied marl a cell itied copy of this Resolution to the Adirondack Park Agency for its review,and OFFS t within 1,000'feet of Lake George; ROBERT U.HOLMES,II 8. Sljcn(E FLI)mound to be used as leaching facilities in fill systenl/nlaterial in lieu of P E #082026 R COPVRIGHTO 2023 GENERAL NOTES: G-1)SURVEY&MAP INFORMATION PROVIDED BY WARREN COUNTY G IS AND GOOGLE AERIAL PHOTOG RAP HY.BASE MAP z I., BASED ON LIMITED FIELD MEASUREMENTS NOT AN ACTUAL SURVEY < G-2)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEWYORK (1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS,LOCATION AND ELEVATION,PRIOR TO < INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. ELI G-3)EXISTING STRUCTURES TO BETAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR DISPOSAL AT A A U PERMITTED FACILITY,OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL,AS WARRANTED,PRACTICAL, AND/OR AS ORDERED BY OWNER G-4)ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE PROPOSED < WASTEWATER SYSTEM;CONTACT ENGINEER FOR GUIDANCE AS REQUIRED 0 JUNE 1,2023 SUBSURFACE INVESTIGATION 'P, witnessed/performed I RU Holmes Engineers, PULE TEST PITS �2 TP NUMBER DEPTH SOIL DESCRIPTION -6 TP230601 01 0-IV, DARK BROWN VERY FINETO FINE SANDY LOAM W/TRACE SILT Z 4"-15" MEDIUM BROWN VERY FIN E TO FI N E SAN D W/TRACE SILT 15"-32" DARK GRAY-BUUEISH VERY FI N F TO FIN F SI LT/CLAY 32"-45" BROWN GRAY MIX VERY FI N E TO FIN E SAN DY SILT/CLAY Cc �c I-LI=z==, z GROUN DWATER POOLI NG @ 43` �c �c 0 6 45" BOTTOM OF EXCAVATION (D Z c 0 > NO EVIDENCE OF BEDROCK 0(D ;� , -Z < 0 Cc < cc cc= Q I TP230601 02 1) i�::5:�i DARK BROWN VERY FI N E TO FIN E SAN DY LOAM W/TRACE SI LT 0 LIGHTTO MEDIUM BROWN VERY FINE TO FINE SAND W/TRACE LEI ELI SILT 15"-35" DARK GRAYVERY FIN E TO F1 N E SI LTW/CLAY 35"-54" BROWNISH GRAYVERY FIN E TO FI N E SAN DY SILT/CLAY < < < 54" BOTTOM OF EXCAVATION GROUNDWATER POOLING @48" 13" MOTTLING Fq ATION OF NO EVIDENCE OF BEDROCK NK 6 TP230601-03 0-111, DARK BROWN FI N E SAN D LOAM ORGAN IC TOPSOIL �z N 2 ME DI UM COARSE SA N D GRAVEL(LEACH SYSTEM G RAVE H A N D 8 101111111, D 11"-29" P LARGE ORANGE PIPE 29"-32" LIGHT MEDIUM BROWN VERY FIN E TO FI N E SAN D 32"-35" DARK BROWN CLAYEY SILT TOPSOIL z 0 35"-55" MEDIUM DARK GRAY CLAY W/SOME TRACE SI EF LLJ I'll BOTTOM OF HOLE :5 3� u 21" WATER ENTERING HOLE LLJ 0., z 191, MOTTLING 0 < TP230601-04 0-4" DARK BROWN VERY FINE TO FINE SANDY LOAMTOPSOIL LIGHTTO MEDIUM BROWN VERY FINETO FINE SANDW/TRACE LLJ 4"-161, M z CAD RISE&COB BLES LLJ cq 16"-31" MEDIUM BROWN VERY FI N E TO FIN E SAN D W/SILT,TRACE LLJ COARSE&COBBLES LLJ I 0 MEDIUM BROWN VERY FINE TO FINE SANDYSILT MOISTURE (f)> 0 C — C) INCREASES W/DEPTH BOTTOM OF EXCAVATION < "g, Z Lu Ta,"'V� WATER ENTERING HOLE @ 57` LLJ �Z ,, , ", < E,;�, NO EVIDENCE OF BEDROCK M:5 >-- 0 dD < -- � E- < 0 TP230601-05 ()-511 DARK BROWN VERY FINETO FINESANDY LOAMTOPSOIL 0 LLJ U) LIGHTTO MEDIUM BROWN VERY FIN E TO FIN E SAN D W/TRACE z 24!' > 0 CAORSE&COBBLES LU -_u. LU UJI MEDIUM BROWN VERY FI N F TO FIN F SAN D W/SILT,TRACE LLJ 24"-42" COARSE&COBBLES O-j P �f < .3,11FI, U MEDIUM BROWN VERY FI N E TO FIN E SAN DY SI LT MOISTURE INCREASES W/DEPTH LLJ z 42'-62" 3: 0 0 62" BOTTOM OF EXCAVATION NO EVIDENCE OF BEDROCK < z F`/ F, PERCOLATION TESTS LLJ 1//DO C9 PERC TEST# DEPTH SOIL DESCRIPTION z < RED-BROWN VERY FIN E TO FI NE SAN D&SI LT 0 [Fill 11�j PT230601-01 STABILIZED PERCOLATION RATEOF 3MIN 21SEC PT230601-02 LIGHTBROWN VERYFINETO FINESANDW/TRACE EXISTING SILT&COARSE STABILIZED PERCOLATION RATEOF4MIN 35SEC CONDITIONS PT230601-03 16,, GRAYBROWN VERYFINETO FINESANDW/SOME SILT STABILIZED PERCOLATION RATEOF 2MIN 01SEC EX1 LIGHTBROWN VERYFINETO FINE SANDW/TRACE PT230601-04 SITT&COARSE SHEET 3 OF 9 STABILIZED PERCOLATION RATE OF 3 MIN 42 SEC PLOTTED: 04/30/20243:00PM 001,1� RED-BROWN VERYFINETO FINESANDW/SOME O�NEW PT230601-05 16" SILT,SOME FINETO LARGE GRAVEL&TRACE COBBLES STABILIZED PERCOLATION RATE OF 16 MIN 38 SEC k GRAPHIC SCALE EXISTING CONDITIONS PLAN 20' 0 10, 20' 40' 10�082026 j L 7 SCALE SEFGRA`P1H'1CSCAL7E (IN FEET) ROBERT U HOLMES,11 P E #082026 COPYRIGHT� 2023 - 'E—ILL-E UKEN O'_'OEF FLIE, RE CORD 'DO C" T '0",FEEF TFOFET��I�''�L D-1E1-TO11 OF T11,FO11ME11T D EXIEFT FY-LIE11—E-111-1 1,111—FIL GENERAL WASTEWATER NOTES a ,r"' ��/ / !// � - ��/% . / � / / !, ... ✓ G 1 CONSTRUCTION OF NEW PIPING TANKS AND LEACHING SYSTEMS ETC.SHALL BE IN CONFORMANCE WITH .....� /.. / / APPLICABLE NYSDEC NYS DEPT.OF HEALTH AND LOCAL COUNTY OWN STANDARDS AS WELL AS DETAILS SPECS < a r ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. of > G 21NSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED POST 1994.NO KITCHEN z_ GARBAGE GRINDERS OR SPAS HOTTUBS ARETO BE CONNECTEDTO THE WASTEWATER DISPOSAL SYSTEM. / o m rr I f Westewratler Design Information �s Design Basis rn TownNilla eiOit ot. Town of Queens,bury � / 1 County f Stale: NYS Deol of Health C7 / I / VARIANCE#6. m i "DN'aker Su pi nY U I a,,. HORIZONTAL SE�EPTIC TANK TO ,,,., SupplyQ Existing Lake UVaY,ee Carstrensen , w LINE EAST OF HOLLY LANE , / /r w Nei Nbors redaminarCtl have source water supplies as well. n / s 136 10 D.TABLE I APP.A / / r exception existing tlnlletl well al 23 Holly Kane(depicted onpars) tlotle..New On�ICe'fells Ca have inin 50 routled casing ..o z L r f rr UtiXaskeu+valler FT ow 2 bedrwm residence&2 bedroom aparment abate gl 4 bedrooms x 410 dlbed¢wm sC i494 water saver re aired ,/ 9P (Po n J rn O / // 1 ! CHAPTER 136 10 D.TABLE I APP.A rc is / _ /...... / // ,,... � , ' 440 ddesign0ow / rcc VARIANCE#4. > ,% / / / � � � / / / puma... Treatmemtl a z II! .,. �,/ � / HORIZONTAL SETBACK FROM FORCE MAIN TO - � ,// ,// � ,.„ /� ry O .o r / / /,,,. / /a U.., .. / r , / , Septic Tank:: 1250 al tank required Go�r 4 bedroom residence/ / /� PROPERTY LINE WEST OF HOLLY LANE .. ,,,,,...., ' / / .r c ._r / „ ,. .// / , / � � / W 9 ten > .o � .. / � :. /... Prom 1250 al dual cnm arHunenC ec ast cone u2Ce tank ..(CHAPTER 136 10 D.TABLE I(APP.A)) / PROP SEWAGE EJECTOR �, -�,... .r /� i .. g p pr i66f /old.. o O O m ,,. w m / r rr r l IISHa ro\etl residerlCfal eBCuenk Alker =( pp ) m m oo_ o Secondary Tlceakm enC U�Zw mm Z x�'" P!J r�,��/./ HORIZONTAL SETBACK FROM NORTHi /� j�yDlJl ,'� ILeachin bevice:: Ellen GSE 6438etllPd auntl w��Z � mm— �d F(➢ ay Eljen B43 G5Hike uti ln p lize NSF 4Q Classi Coliant ElU Technology m _r ova Existing Soil PercdaGion Rate, Range 2K. ,,aminuGeslinch — rc`am aaaaaa Leacl�rl.. 3^stern Sizf r � Systern F,iG Fercocatiax Rafe= 5-10 rn inlhncYr - I,.,... � r' _ _ '.: yam Ef en P,Rarx�a 4A4 tl- 0 7u Net 6286 sf rn rn -o 6286 sr rn rr�- 6 Id.e uu.umacrr tt1C3 fi. hEl en ArFodnesr U' a a a 104.8 tc. ,. rervs Lacerate ,.4.9 ir./Rao-a facers' l / / //// �/�r / ✓r i ///1/ / / /i N N o 12 E,era843Glrnts aerRow 628 Cr s(rnirr - ,3:&.0 tc/,R�ae�7ataP Length - 16.54 ft.€7eo'Wlafrr� � � � ,o�. v o m a oar, PrrarrrleFrnrslreacredat' J:c67 €a eude�,6e� x aa,o ft. o �,o ( I n9 a o Trial BedAreatobe Frauicfetl': 683.5 square td. OZ Basal Area.. 5s min.fi nch etc alaCion ratle a7 nakive soil//_ / /, �,, i' //, %// / ,,/.,,,;, ✓�///oil // !V(�/�;;/ p — (ff�/„,,�///'/��„r,":. r. '/// /�//�/ /r, ,,,/l./// // /�i a.,//,,T/oor/t/,/�,//,.i/ro/,,,//lr/:,' };, //%✓,i_, ,r /%�r,.,%.//��/„`�//, /,,, �l.am...,/,/z///�/�..�„%/�/%�,i///riD1�/��'%/%,..,., ,,�/,, ''f. �,,J�.;/� - = n Required, 440 07 9Pds 629 stmim O Provided 9595 srt rauded y.LLJ ,i/. r 1,,.. ECRuenC❑osin fDiskrinuCian #5. ; '/ ,u/ „k ,... / vi,.. q ., /,: /�, i / r!, jht, r ,,,,,, /'� „ //�, //. ,.,,,,,, ,c„---- r/ 10 PROPERTY LINE SETBACK HORIZONTAL SETBACK FROM SEPTIC TANK TO / /,,, /:c' Pressure Dosing&Di sCnbuhlon ma PumpStallion %��.<.. �/� / / / l 50 SHORELINE SETBACK: :STRUCTURE EAST OF HOLLY LANE CHAPTER / TABLE APP.A / / LEACHING SYSTEM PLAN �- ,- LEACHING SYSTEM INSTALLATION. v✓ r ,, / „r tar � ,/ /rc r / r r , / / Ll. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481 NYSDOH NYSDEC AND OTHER APPLICABLE STANDARDS UNLESS W / OTHERWISE DIRECTED HEREON.r C9 VARIANCE#7. ,. � � /L ,, --.;,.I. APPROXIMATE LOCATION OF FUTURE r � � / / ��, /r '/� /% Z _ / i/ � FILL BUILT UP SYSTEM TO GROUNDWATER AND BEDROCK / _., ,. ,� i ., L2. WORK ON CLAY SITES SHALL NOT OCCUR WHEN THE SOIL HAS A HIGH MOISTURE CONTENT DUE TO THE POTENTIAL FOR DAMAGE TO SOIL , SHOWER NECESSARY PERMITTING � � / , ////� �%�/� ..r W Y � /„ / 10000E LAKE GEORG E. CHAPTER 136 10B 1 ,.... .../ ,,,,,, ./mr /i/%////,• // /iii�// STRUCTURE AND SMEARING. ( ( ) r„ TO BE OBTAINED AS REQUIRED / � /, ,,.... / ,//,,o / / . / //Ji _/, / r / / i / 00 c 0 v / l lli I / AND TABLE (APP. / _, I I / / � ,....,... L3. REMOVE VEGETATION AND STUMPS WITHIN FOOTPRINT OF LEACHING SYSTEM. LEAVE TOPSOIL IN PLACE.CONTRACTOR TO EXPOSE LEACHING IM / , / VARIANCE#2. ..../ / / ,,. / - � � / ,,,...... ...� / SYSTEM FOOTPRINT AND CONTACT ENGINEER TO EXAMINE SUBGRADE SOILS FOR SUITABILITY AND CONSISTENCY PRIOR TO FURTHER VARIANCE#8. 1 / / /� /f. R / :,, r � ,.,1. /. ...,/ ,.. / <u , r HORIZONTAL SETBACK FROM SOUTH �� C� ,. rrva..x. _.r - //� / /,.- �; CONSTRUCTION. cr. / / , ,/„ / r....., z r,ABSORPTION FIELDS SHALL BE USED AS LEACHING ..,.. / a„ /, / .JJ1... r ,.. ... /..../PROPERTY LINE DISPOSAL TOE OF ... / �/ r/ ../ .. /.. / / /i , / � / FACILITIES IN FILL MATERIAL CHAPTER 136 10B 6 L. „/ ... I / / / /l /./ � .../ if // .,..r , ,../ ( ( ) ,..., /�// / .., L4. LEACHING SYSTEMS SHALL BE INSTALLED TO RELATIVE ELEVATIONS SHOWN AND ELEVATIONS OF EXISTING GRADE AND SITE FEATURES SLOPE CHAPTER 136 10 D.TABLE I APP.A � / /,,,,, .,c n / /// l Gr/% / r ; / / / •, / // ,.,, //l -.., r SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. > rai � L5. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR LOAMY SAND)DEVOID OF LARGE STONES, W D] CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS,ETC.). PERCOLATION RATE(S)&GRADATION(IF REQUIRED)OF FILL SHALL BE AS Q z > WASTEWATER SYTEM PLAN GRAPHIC SCALE ~I— w l� 20' 0 10' 20' 40' SPECIFIED ON PLANS AND/OR IN DETAILS.PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR �i w Cy SCALE:SEE GRAPHIC SCALE PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO OWNER AND ENGINEER AT LEAST FIVE W °$ (IN FEES BUSINESS DAYS PRIOR TO HAULING. Q >_ US. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO THE LIMITS AND DEPTHS DEPICTED � U v ON THE PLANS AND DETAILS. W WASTEWATER VARIANCES REQUESTED FROM THE L7. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE IN LEACHING SYSTEM FOLLOWING 0 O TOWN OF QUEi Ei NSBURY LOCAL BOARD OF HEALTH COMPACTION. PERCOLATION TESTIS)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR >Q> SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF FAILING SOIL ARE > :L VARIANCE: REQUIRED. EXISTING. PROPOSED: IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. W e( HORIZONTAL SETBACK FROM NORTH PROPERTY LINE TO 3 5, LS. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON THE SOIL WITHIN THE LEACHING 1) DISPOSAL SYSTEM TOE OF SLOPE(CHAPTER 136-10 D. 10, UNKNOWN (TOE OF FILL) AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED v, TABLE I(APP.A)) EQUIPMENT SHALL BE USED FOR INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE [N] O iaiLi LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR DIRECTLY ON 12"MINIMUM OF FILL cu HORIZONTAL SETBACK FROM SOUTH PROPERTY LINE TO 5, MATERIAL AND NOT ON NATIVE SOIL. 2) DISPOSAL SYSTEM TOE OF SLOPE(CHAPTER 136-10 D. 10, UNKNOWN (TOE OF FILL) L9. INSTALL LEACHING SYSTEM COMPONENTS,INCLUDING CHAMBER UNITS WHERE APPLICABLE,PER MANUFACTURERS RECOMMENDATIONS TABLE I(APP.A)) UNLESS OTHERWISE DIRECTED HEREON.VERIFY THAT SYSTEM IS AT CORRECT ELEVATION(S)USING A LEVEL,TRANSIT,OR LASER. �+WASTEWATE R HORIZONTAL SETBACK FROM FORCE MAIN TO PROPERTY L10.SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: SYSTEM PLAN 3) LINE(EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE 0'(HOLLY LANE 10' UNKNOWN CROSSING) • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. (APP.A)) • REMOVETREES AND STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE CUTTO GRADE AND REMOVED. HORIZONTAL SETBACK FROM FORCE MAIN TO PROPERTY •CUT TREES AND REMOVE STUMPS WITHIN FOOTPRINT OF LEACHING SYSTEM;REMOVE GROUND COVER VEGETATION WITHIN THE 4) LINE(WEST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE I 10, UNKNOWN 0'(HOLLY LANE FOOTPRINT OF THE BASAL AREA;LEAVE TOPSOIL IN PLACE AND PLOW SOIL TO A DEPTH OF 7"-S"USING A CHISEL PLOW OR APPROVED Wiwi (APP A)) CROSSING) EQUIVALENT. •CHECK FOR AND REMOVE SMEARING.PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND SHEET:4 OF 9 HORIZONTAL SETBACK FROM SEPTIC TANKTO STRUCTURE APPROVED.INSTALL FILL,THOROUGHLY COMPACTED IN 6"LIFTS,TO GRADES AND LIMITS PLAN(S). PERFORM PERCOLATION TESTS IN THE 5) (EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE I(APP. 10, UNKNOWN 4'± PLOTTED: 04/30/20243:00 PIN A)) IN-PLACE FILL MATERIALTO CONFIRM DESIGN RATE. • RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE, INCLUDING UNDER CHAMBERS TO LOOSEN OF C„ HORIZONTAL SETBACK FROM SEPTIC TANK TO PROPERTY COMPACTION DUE TO FOOT TRAFFIC. U.Hp( 0 6) LINE(EAST OF HOLLY LANE)(CHAPTER 136-10 D.TABLE I 10, UNKNOWN 3'± • INSTALL LEACHING SYSTEM IN CONFIGURATION SHOWN ON PLAN(S)AND TO ELEVATIONS SPECIFIED. 2 if (APP.A)) • BACKFILL AROUND AND ABOVE THE LEACHING SYSTEM WITH SOIL SPECIFIED ON PLANS;CARE SHALL BE TAKEN TO COMPACT SOIL IN ! cy FILL/BUILT UP SYSTEM TO GROUNDWATER AND BEDROCK ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING DEVICE 7) WITHIN 1,000 OF LAKE GEORGE.(CHAPTER 13640B(1) 2' 1'-1" V-1"(EXISTING OR SUBGRADESOILS. N0.082026 W` AND TABLE 2(APP.B)) SOIL) •CROWN THE FILL TO DRAIN,AND INSTALL THE APPROVED CLAYEY LOAM OR SILTY LOAM TOPSOIL CAP AS DEPICTED ON THE PLANS(TO Uxs�4PHsw\ppAP`' ALLOW OXYGEN TRANSFER BUT LITTLE INFILTRATION OF PRECIPITATION). 8) ONLY ABSORPTION FIELDS SHALL BE USED AS LEACHING ABSORPTION UNKNOWN EUEN MOUND • SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. ROBERT U.HOLMES,II FACILITIES IN FILL MATERIAL(CHAPTER 13640B(6) FIELD P E #HT2 2 ��„�' CORD �„�' COPVRIGHTO 2023 iiiiiiiiiiiii ll� GAL "EUEN"DESIGN&INSTALLATION NOTES E-1)THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOSTCURRENT"EUEN"NEW YORK DESIGN AND z I., INSTALLATION MANUAL. < E-2)THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSALOR WATER SOFTENER. E-3)ORGANIC MATERIALTHATCAN RESTRICT FLOW MUSTBE REMOVED FOR RAISED BEDS. < E-4)THE SOIL MUST BE SCARIFIEDTO PROVIDE DEEP CHANNELS FORTHE SAND. a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDEDTO PREPARETHE SOIL FOR FILL PLACEMENT. L)SCARIFY ANY SMEARED SUBSOIL PRIORTO FILL PLACEMENT. L E-5)FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEWYORK CODE REQUIREMENTS.ALL FILL MATERIAL SHALL BE CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE GSF SYSTEM. E-6)ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE AND LESS THAN 5%PASSING A#200 SIEVE SHALL BE PLACED BELOW AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES 0 MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS.IN BED SYSTEMS,USE 6 INCHES MINIMUM UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM AROUND ........... THE PERIMETER OFTHEMODULES. E-7)USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR 35 OR EQUIVALENT TO THE TOP OF EACH GSF MODULES. E-8)EUEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES.FABRIC SHOULD BE NEITHER TOO LOOSE, NOR TOO TIGHT.THE CORRECT TENSION OF THE COVER FABRIC IS SET BY: SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH 'o E THE COVER FABRIC TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. 7 PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEATTIFIS STEP MOVING DOWN THE PIPE. 0 6 1E E-9)BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A 2< 0 MINIMUM DEPTH OF 8 INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4 INCHES TO 6 INCHES OF CLEAN LOAM. E-10)FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFF AWAY FROM THE SYSTEM. ............ E-11)FOR PUMPED SYSTEMS,PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE. E-12)SYSTEM WHICH IS MORE THAN 18 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE < < SHALL BE VENTED. E-13)DO NOTDRIVE BACKHOE WHEELS OVER GSF MODULES WITH LESSTHAN 12 INCHES OF COVER OVERTHE DISTRIBUTION PIPE. DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA IS PROHIBITED.FOR SHALLOW M INSTALLATIONS,LIGHT-WEIGHTTRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE. ITISALSO PERMISSIBLE TO BACK-BLADE THE SOIL TO SET FINAL MINIMUM COVER.PERIMETER LANDSCAPE TIMBERS ARE ALSO . . . RECOMMENDED TO LOCATE THE SHALLOW BEDS,THEREBY KEEPING VEHICLES OFF THE SYSTEM. E R - �1_ < E-14)SEEDING AND STABILIZING THE SOIL COVER IS REQUIRED TO PROTECT THE SYSTEM FROM SOIL EROSION. GETATED DIVERSION SW 0 LLJ :5 LLJ 0., z LLJ LLJ J_j APARTMENT CONNECTION/LEACHING SYSTEM PLAN GRAPHIC SCALE (f):5 6 LLJ 77 7� K7 7SEEGRAPH"CSCALE 0 2'-6 10, LLJ (IN FEET) 0 C) < Lu Ta V� <LLJ �Z , ;�� M:5 �]>- a 0 dD < �CC E < 0=) Lu I-ED U) z 0 LU LU uj LLJ U Lu 0 zp (f) < z 3: _r. LLJ 0? z [Fill 0 WASTEWATER SYSTEMPLAN E MAIN WW2 SHEET 5 OF 9 PLOTTED: 04/30/20243:00PM "0 PVC SANII BATHROOM. O� E !�K�_HPUSE CONNECTION PLAN %31.11 LE.SEEGRAPHIC SCALE 1p GRAPHIC SCALE NO.082026 0 2'-61, 51 10, (IN FEET) ROBERT U HOLMES,11 P E #082026 OPYRIGHT� 2023 0 'FFr'O,OrFFlFFlFLL. 'DOIIMFIIT UKEN 'F T� LF-1-TI011 OF T11, c O"L"O,FF RE C"ORD 'DO C" T O",FFFFTll D '11111FIL FXIFFT FY-LlFlD 1, TANKS/STRUCTURES CONSTRUCTION MILESTONE(CONTACT ENGINEERTO SCH EDULE) 11. PROVIDE WATERTIGHT MANHOLE FRAME&COVER WATERTIGHT JOINTS(TYP.) FOR EACH COMPARTMENTOF A SEPTICTANK; T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT. REFERENCES TO HEAVY DUTY • PRIOR TO BACKFILLING OFLEACHING CHAMBERS AND MANIFOLD PIPING,ENGINEER TO OBSERVE EXPOSED CHAMBERS OF FINISHED GRADE SYRACUSE CASTINGS#1502 OR EQUIVALENT; REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR AND MANIFOLD PIPING. GRADE TO DRAIN AWAY FROM COVER(TYP.) WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. • PRIOR TO COVERING D-BOX,ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION. w a a PRECAST CONCRETE O • PRIOR TO BACKFILLING OF FLOUT DOSING CHAMBER,ENGINEER TO VERIFY FLOUT SYSTEM INSTALLATION& Z FEQUIVALENT) EQ'D(TYP.) T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) Q OPERATION. WHEEL LOADING). PIPE;INSTALL T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) INSPECTION PRIOR TO START-UP(WALKTHRU WITH ENGINEER;CONTACT ENGINEER TO zs EXISTING GRAVITY SEWER --- --- w a; N ON PLAN OVER BURIEDCOVER(S),ANDMEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) SCHEDULE) Cc ° - DRAWINGS(SEE GENERAL NOTES). Q INLET— • VERIFY EQUAL DISTRIBUTION TO NEW FLOUT DOSING CHAMBER AND EXISTING LEACHING SYSTEM PUMP STATION WATERTIGHT ELASTIC GASKET T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE FROM MAIN LIFT PUMP STATION. u, SANTARYTEE;S¢E MIN.a' KOR-N-SEAL OR APPROVED EQUIVALENT FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD Q To MATCH EXSTiNe • VERIFY FLOUT DOSING CHAMBER OPERATION. oFU SEwea LINE (TYP.FOR EACH PENETRATION) APPROVED BY ENGINEER. � • VERIFY MAIN LIFT PUMP STATION AND EXISTING LEACHING SYSTEM PUMP STATION EFFLUENT PUMPS ARE CC _ NATIVE BACKFILL ED EFFLUENT FILTER T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL FUNCTIONING PROPERLY(I.E.OPERATIONAL AND ALTERNATING DUTY CYCLES). O �%o THOROUGHLY COMPACTED -122",OR PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER.TANKS AND RISERS } 0 s * MIN.a^wiTHA� (RESIDENTIAL) TO BE TESTED WATERTIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITN ESS). OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS w MIN.AaeA OF so sq I T-6 CONTRACTOR TO INSTALL TANKS STRUCTURES TO RELATIVE ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF PREVENTION:PRECAST DUAL COMPARTMENT ) / (RELATIVE) m SEPTIC TANK OR EQUIVALENT BAFFLE EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOAD A SYSTEM. w _ T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE s 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. O O - rl SYSTEM. FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE 'T o'1Z -� DOWNSTREAM TANK ONLY.FRAME AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND 3.DON DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINTTHINNER, a y PROVIDE EXTENDED BASE FOR d O O PERMANENT MARKERS SHALL BE PROVIDED OVER ALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY PETROLEUM PRODUCTS, , , .) — Z rr rZL( re'Pri rZ2 ANTI-FLOTATION PURPOSES PESTICIDES ANTIFREEZE ETC Z //✓//✓%/%//� / �///%///��///��/%�/��//�✓/��/%�/��/%�/��//��//�� OR EQUIVALENT OWNER. 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED O U (�%�////%%/%/%/%/%/%/%/%/%/%/%/%///%//%//��/��/�✓/��/�✓/��/�✓/��/%��/ ; MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND z W W BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. _LJ D2 Z CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL O Z� 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. O(D�Z O�OZ O-O > 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. O w w O w 0o OQ m VEGETATIVE GROWTH SHOULD NOT BE ALLOWEDTO BECOME OVERGROWN. 0 u_ w 0 _ 1 �<oC) DUAL COMPARTMENT SEPTIC TANK DETAIL SEPTIC TANKS: oo��m� 'N D 1 SCALE:N.T.S. 1.ANNUALLY INSPECT TAN KS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS IF w z w w NOTED). d 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE PUMPE 4k OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE OUTLET BAFFLE a a a a a a w _ OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). o 0 0 L.REMOVE TANK COVER AND PUMP TANK IF NECESSARY a p c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER o S. < o o OBSERVATION PORT 4"NON-PERFORATED PIPE 4"PVC;PERFORATED d.PULL FILTER OUT OF HOUSING ABOVE CONCRETE SAND DISTRIBUTION PIPE FINISHED GRAD e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. >t DISTAL END MANIFOLD f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. z 0 GEO-TEXTILE EUEN LATERAL DISTRIBUTION BOX: w 4 PVC;END CAP TYP. � i.i.i 1.ANNUALLY INSPECT D-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION. � :G THREADED CLEANOUT PLUG WITH HOLE DRILLED ^0%SLOPE(TYP.) 0%SLOPE v, 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. Q LONG SWEEP 90 OR TWO 45 DEGREE BENDS—� (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS). <( (SAME DIAMETER AS LATERAL) r 77 3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 4"PERFORATED PIPE LEACHING SYSTEM: w BELOW CONCRETE SAND (n� rry C LLJ PERMEABLE GEOTEXTILE WRAPPED More.e-s EUEN LATERAL 2"NON-PERFORATED PRESSURE 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS Z AROUND PERFORATED PIPE WWz CONCRETE SAND 11 CC /2"0 PVC PRESSURE DISTRIBUTION MODEL'B43' PIPE FROM PUMP STATION NOTED,HAVE IT TESTED FOR BACTERIA CONTENT). COLLJ PIPE WITH 1/4"HOLES 4'O.C. UNIT(TYP.) 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. 00 C0 0 0 ALTERNATING AT 4 AND S O'CLOCK ccu C� 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. 0~ � Z w � `�,`� 2 ELJEN PRESSURE DISTRIBUTION PROFILE DETAIL 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. W "; �. <� �> aS D 1 SCALE:N.T.S. Q — w? s PIPING wI-ED ', I z P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM W D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,AND of M W ujw a INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. (n W ° P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT I—Q U PIPING P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(I.E.NO LOW OR W HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID AT THE (n O FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW SEWAGE:4"@ 2%,6"@ 191.;SETTLED >Q ;/ 44" SEWAGE(EFFLUENT):4"AND 6"@ 0.5%±,ALL SEWER SHALL BE LEAKAGE TESTED BY NYSDEC APPROVED METHOD. > :L P-4)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM D2241,100 PSI LJJ 2 "EUEN"LATERAL, MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S C, THE TOP _.❑...._ v GEOTEXTILE FABRIC AROUND TYP (3) RECOMMENDATIONS. FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. (OVER THE DISTRIBUTION PIPE)AND (2)4 0 PVC PERFORATED FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. SIDES OF"EUEN"LATERAL,TYP. DISTRIBUTION PIPE,(1)FOR Q 0 cD THE MAIN RESIDENCE(1)FOR P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,AND JOINING EQUIPMENT SHOULD THE GARAGE/APARTMENT BE AS APPROVED BY THE MANUFACTURER. PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAYBE USED. SEED AND MULCH ALL FILLED (REFER TO PLAN),TYP. EXTRUSION WELDING OR HOT GAS WELDING OF HDPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR AND DISTURBED AREAS OR STRUCTURAL STRENGTH IS IMPORTANT.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS, CONSTRUCTION MIN.S"COVER MIN.S"COVER TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. OVER THE ENDS OVER THE ENDS REFER TO MANUFACTURES RECOMMENDATIONS. DETAILS OF THE SYSTEM 6"TYP. 6'4' OF THE SYSTEM TYP.. P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY A SOLVENT WELD PROCESS,OR OTHER APPROVED METHOD,IN SLOPE: EUEN SAND(CONCRETE SAND; ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS. MECHANICAL JOINT ADAPTER,FLANGES,UNIONS, 3'H(MAX.).:1'V SEE SPECIFICATIONS) GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY D CONNECT SCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE,AS MIN.3.5'ABOVE OBSERVED 3'TP. RECOMMENDED BY THE MANUFACTURER. SHEET:60F9 EXISTING GRADE 2'-6"MIN. BOUNDRY CONDITION 16'-S" PLOTTED: 04/30/2024 300 PM Op N le W YO `UP,�U.HOB ,per 4'-6" FILL MATERIAL: h�W BOUNDARY CONDIT -(5-10 MINUTE/INCH PERCOLATION RATE SOIL) MOTTLING @ 13"BELLOW GRADEION; -FINE MATERIAL(SILT,CLAY)LESS THAN 10%BY WEIGHT(#200 SIEVE) COARSE MATERIAL(STONE,GRAVEL)LESS THAN 15%BY WEIGHT(1/2"MESH SIZE) TP230601-02 -MEDIUM TO COARSE SAND AT LEAST 25%BY WEIGHT(#35 SIEVE TO#10) 2� N0.082026 BOTTOM OF EXCAVATION -EFFECTIVE GRAIN SIZE 0.15-0.30 MM ccUA UNIFORMITY COEFFICIENT 4-6 �OPES6�pe ROBERT U.HOLMES,II 082026 coPVRieHro 2o2a uLEACHING SYSTEM SECTION oLFFFE, SCALE:N.T.S �� z =a Q > zsE MOUND TO SHED WATER UNLESS UNDER ROADWAYS;RESTORE ROADS AND WALKWAYS TO ORIGINAL CONDITION; Q TOPSOIL SEED&MULCH NON PAVED AREAS w _ 71 Q o�z X NATIVE SOIL BACKFILL LESS , COBBLES AND LARGER,COMPACTED MOUND TO SHED WATER UNLESS UNDER m a TOSS%MODIFIED PROCTOR OUTSIDE ROADWAYS;RESTORE ROADS AND 0s INSTALL MARKER SEE NOTES BELOW ROADWAYS,95%MODIFIED PROCTOR TAPE IS � � �� DEEP WALKWAYS TO ORIGINAL CONDITION; w�� WITHIN ROADWAYS TOPSOIL,SEED&MULCH NON-PAVED AREAS � CLEAN SAND(100%PASSING Y4", w m MAXIMUM 10%PASSING 200 SIEVE) � \ \ \ \ NATIVE SOI L BACKFI LL LESS C3 .l COBBLES AND LARGER,COMPACTED Z w 3 �� 15"MIN INSTALL MARKER �� MIN.4'TO� TOSS%MODIFIED PROCTOR OUTSIDE �� E4 6"MIN.(TYP.) - �j MOUND OVER FORCE TAPE 18"DEEP TOP OF PIPE. ROADWAYS,95%MODIFIED PROCTOR �/ � WITHIN ROADWAYS cns w�OU xx - RIGID FOAM INSULATION MAIN WITH SOIL AND/ �� / 4 MIN(6 IF (MIN 2 THICK)AS OR DUFF/LEAF LITTER; Z w w PIPE(S) ��" � ROCK BELOW) WARRANTED/ORDERED DOCUMENT LOCATION ON CLEAN SAND(100%PASSING Y4, � _ � � Z cq O RECORD PLAN MAXIMUM 10%PASSING 200 SIEVE) Z��' OZ(SEE PLAN FOR SIZE) j PIPE. Z BURY AS MUCH FINISHED GRADE ��/ _ y 15"MIN w Z O Q O AS PRACTICAL 6"MIN.(TYR) 18 ± EXISTING GRADE ' O�Uw m:�i w FORCE MAIN a'a 1)BURIAL DEPTH:SEWER:4'0"MIN.COVER;WATER:5'-6"MIN.COVER. NATIVE SOIL (SEE PLAN FOR SIZE) / \ 4"MIN(6"IF CcO m Z maw m ROCK BELOW) 2A)WATER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0"AND 5'-6"COVER, /�/��\� �� MIN.10"PVC SDR 26 PIPE '^ \\ \ Tk PROVPROVIDES LESS DE RIGID THOAN 3AM N0�COVEOR,COONTACTVER DENGINEEOR UND FOR PASSISTANCEAVAILABLE DEPTH (PROTECTIVESLEEVE) �� < < < E SLEEVE ENDS TO BE m 213)SEWER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0"AND 4'-0"COVER, MIN.MIN.2"THK.POLYETHYLENE PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH SEWAGE FORCE MAINS SHALL BE SEALED AROUND THE m m _oz FOAM PIPE INSULATION PROVIDES LESS THAN 2'-0"COVER,REFER TO'SHALLOW PIPE INSTALLATION'DETAIL. BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN AROUND FORCE MAIN FORCE MAIN LINE MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL o 0 0 o co o w VEHICULAR AREAS,IF CANNOT ACHIEVED,PIPE(S)SHOULD MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, BE P co a c� BE PLACED IN A PROTECTIVE CASING(S). THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT TRACING;CONTACT ENGINEER FOR GUIDANCE 2 CROSSING: PROTECTED FORCE MAIN 1 PIPE TRENCH:WATER &SEWER LINES 1�1 SHALLOW PIPE INSTALLATION Z O DG SCALE:N.T.S. D2 SCALE:N.T.S. DZ SCALE:N.T.S. w LLJ %i Q J w Z m z wLLJ zw � can ° o > w THREADED CAP Q~ u FINISHED GRADE Q w > m w dD ,/Z � �LU , z Q� w O CO w >Q U > RE-VEGETATE DISTURBED AREA > `~!' WITH LOW MAINTENANCE NATIVE SAND Z NATIVE GROUND COVER; LOAMY SAND O MULCH AS REQUIRED LONG SWEEP ELBOW 48"±(AS REQUIRED) (PREFERRED)OR 2-45' v BENDS 4'±(AS REQUIRED) C9 [Fill WYE CONNECTION z i� 0 \\V/ �x /x Xv,X/v��VA��VA��VA��A�� z MIN SRO LINE E ��A�%/jam/i�i�� CONSTRUCTION DETAILS 3 VEGETATED DIVERSION SWALE 4 GRAVITY SEWER CLEANOUT D� D2 SCALE:N.T.S. D2 SCALE:N.T.S. SHEET:7 OF 9 PLOTTED: 04/30/2024 3:00 PM OF N le W YO 1p � ESN 4' NO.082026 W` ��nl(7f L:4u`Ty�ppA�~ ROBERT U.HOLMES,II P E #O82026 �...„,�. . .�. RE C"O"RD "DO COPVRIGHTO 2023 PUMP STATION SPECIFICATIONS PUMPS ELECTRICAL SPECIFICATIONS(CONTINUED) w P r--------- z No (1)INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. (6)INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. U ALARM P-�jl Z �[ PANEL (2)ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. (7)IF A RELAY IS USED TO SHUTOFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE FOLLOWING Q a a INSTALL PUMPS UNDERCOVER TO FACILITATE SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 ENCLOSURE(SQUARE m EASY REMOVAL AND INSTALL JUNCTION BOX CLASS 8501 TYPE X OR EQUIVALENT). COIL SHALL BE RATED FOR 120 VAC.RELAY CONTACTS SHALL BE w Q (3)SUBMERSIBLE EFFLUENT PUMP,10,115V OR 230V TO MATCH POWER SUPPLY. ) w > L WITHIN REACH OF COVER FOR MAINTENANCE RATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING OR FOR 10 AMPS IF WATER PUMP PURPOSES. 3 CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENTTO CONTROL PANEL AND LABEL ENCLOSURE. w (4)/"SOLIDS HANDLING. w Q COORDINATE LOCATION 10 POWER(SOURCE PER OWNER) PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 3 FOR PROPER OPERATION OF o WITH OWNER (5)LAKE HOUSE:GOULD SERVICES 3885 MODEL WE05B SUBMERSIBLE EFFLUENT PUMP;TO BE VERIFIED RELAY. ©DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR ASSISTANCE U a (8)PROVIDE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR LEVEL Q o R s GARAGE/APARTMENT:GOULD SERVICES 3885 MODEL WE03B SUBMERSIBLE EFFLUENT PUMP;TO BE CONTROL SIGNALS)IN A 2"SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET WELL JUNCTION BOX JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW FINISHED GRADE.TRENCH SHAL Lc EFFLUENT PUMP(S)-2 VERIFIED DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR ASSISTANCE Z 0o' BE BACKFILLED WITH CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. 0 w -� (6)TEST PUMPS FOLLOWING INSTALLATION;MEASURE DISCHARGE RATE DURING TEST AND ADJUSTS ' THROTTLING TO ACHIEVE 20 TO 25 GPM DISCHARGE RATE.MARK VALVE OPERATOR(S)ATTHIS (10)BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE,THE GUIDE RAILS. POSITION. INLET FROM SEPTIC TANK ! TO LEACHING SYSTEM (11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ANY � Z WET WELL: APPLICABLE LOCAL OR STATE CODES. w w m d w 12 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS ATTHEIR EXPENSE. (1)DOSE VOLUME:TIME DOSE ( ) P° w o O L 1-2"TEE W/DRAIN BACK VALVE (2)TWO BEDROOM RESIDENCE DOSE CALCULATIONS:220 GAL/DAY (13)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT COMPLETION OF DOSE VOLUME=SYSTEM DOSE+FORCE MAIN VOLUME WORK. O U " e " 220 GAL/DAY+5 DOSES/DAY=44 GAL/DOSE(LEACHING SYSTEM DOSE) CC w-w 44 GAL/DOSE+200'X 0.16 GAL/FT(2"0 FORCE MAIN) (14)PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS REQUIRED. w 00 =w Lc �c 44 GAL+32 GAL=TOTAL DOSE VOLUME OF 76 GAL/DOSE :5 Z�~Z O PIPING SYSTEM Uw OZ 00 PROVIDES DOSES/DAY TO LEACHING SYSTEM O Y 0 0 w PLAN VIEW 24 HOURS/DAY+SDOSES=4.8 HOURS BETWEEN DOSES(4 HOURS 48 MINUTES) (1)PUMP STATION PIPING: O w O cc m SCHEDULE 80 PVC. PUMP RUN TIME:76+25GAL/MIN.=3.04 MINUTES(3 MINUTES 2 SECONDS) (2)VALVES: 00 w m: w - CHECK-PVC,BALLTYPE. ww�z ww (3)GARAGE/APARTMENT DOSE CALCULATIONS:220 GAL/DAY SHUTOFF/THROTTLING-BALL VALVE-PVC Ccd �d DOSE VOLUME=SYSTEM DOSE+FORCE MAIN VOLUME 220 GAL/DAY+5 DOSES/DAY=44 GAL/DOSE(LEACHING SYSTEM DOSE) 44 GAL/DOSE X 0.16 GAL/FT(2"0 FORCE MAIN) STRUCTURES a a a a a a w 21 _ 44 GAL+5 GAL=TOTAL DOSE VOLUME OF 49 GAL/DOSE (1)HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING,UNLESS OTHERWISE NOTED,SHALL BE PROVIDE 5 DOSES/DAY TO LEACHING SYSTEM PRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC.OR APPROVED EQUIVALENT. m 24 HOURS/DAY+5 DOSES=4.8 HOURS BETWEEN DOSES(4 HOURS 48 MINUTES) (WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE SLEEVED;SEAL SLEEVE TO WALL WITH o 0 0 NEW 3"(MIN.)DIAMETER VENT PIPING NON-SHRINK GROUT OR OTHER APPROVED METHOD,I.E.KOR-N-SEAL BOOT (VENTPIPINGTOBEROUTEDUP PUMP RUN TIME:49+25GAL/MIN.=1.96 MINUTES(1 MINUTES SS SECONDS=2 MINUTES) ( ),SEAL PIPE TO SLEEVE WITH o co o w WATERTIGHT ELASTOMERIC MATERIAL). m a N < EXTERIOR OF RESIDENCE TO MATCH v o ar Q APPEARENCE OF ROOF LEADER DRAIN PIPE. (4)PUMP RUN TIME SHALL NOT BE LESS THAN 2 MINUTES o o VENT PIPE TO BE TERMINATED 30"MIN. (2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED BY THE WATER TIGHT FRAMES ABOVE ROOF LINE);PROVIDE APPROVED (5)IF PUMP RATES VARY FROM DESIGN CONTACT ENGINEER FOR DOSE CALCULATION ADJUSTMENTS MANUFACTURER AND AS APPROVED BYTHE ENGINEER. AND COVERS(2); CARBON FILTER INSERT CONTROL&ALARM PANEL(S) CAST IRON BY Z SYRACUSE CASTINGS (1)INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. LJJ 2"RISER WITH CAP FOR LIFT OUT #1502 OR EQUIVALENT, � �0., OR EQUIVALENT(COORD WITH OWNER) LLJ OR APPROVED RISER, (2)ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. 0 Z FRAME,AND COVER vj SYSTEM,TYP. (3)DUPLEXTIME DOSE CONTROL PANEL NY SEPTIC SOLUTIONS;SUBMIT SPECIFICATIONS TO ENGINEER Q FOR APPROVAL PRIOR TO PURCHASE � FINISHED GRADE;GRADE W aw TO DRAIN AWAY FROM 4 DOSING:TREATMENT SYSTEM SHALL BE DOSED AS INDICATED IN THE"DESIGN INFORMATION"ON z m HATCH COVERS T HEAVY DUN POLYETHYLENE LIFT OUT O L.LJ } —CORDS REQ'D)ATTACHED TO STAINLESS THESE DRAWINGS". � LLJ 18"(MIN.) STEEL EYELET ANCHORED IN CONCRETE Z PRECAST RISERS 24" (5)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. LLJ (HEIGHT AS NEEDED) (MIN.) 00 (6)HOA SWITCH,WITH RUN LIGHTON PANEL DOOR FOR PUMP. 0 o WATERTIGHT NEMA TYPE 6 'T"HANDLE VALVE OPERATOR JUST UNDER OPENING, U Z Zw <u JOINTS(TYP.) REMOVABLE FOR USE WITH 3"VALVES,HANG NEAR (7)VISUAL AND AUDIO ALARMS. JUNCTION BOX 8"HEAVY DUTY HATCH W Z (8)ALARM RESET AND TEST BUTTONS ON DOOR. } aS TANK COVER _ PITILESS ADAPTER OR EQUIVALENT I— w m (9)LOCATE AS DIRECTED BY OWNER. {� W O ED �.�., 2"TEE(2) 2"BALL VALVE(2) (10)FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. z c O INLET FROM SEPTIC TANK W W 2ND ALARM&WATER SUPPLY SHUT OFF TO LEACHING SYSTEM (11)WATER SUPPLY SHUTOFF AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY). � z a ALARM&LAG PUMP ON Z 2"FORCE MAIN ~Q 0 Y POWER CORD ELECTRICAL SPECIFICATIONS LEAD PUMP ON PROVIDE REDUCING TEE WITH 1"BALL W X(NORMAL VALVE ON BRANCH;THROTTLE BALL C� O OPERATING RANGE, VALVE TO ALLOW"TRICKLE"FLOW Cn PUMP OFF&PUMP ALTERNATE SWITCH 2"PIPING �i/ BACK TO WET WELL;TYP FOR TWO >Q Z FLOAT LEVEL SWITCHES(4 REQ'D) 6 �Aj�Aj��, LLJ PEI jANjA� ��V�jA�j 2"CHECK VALVE > /�j�� ° o ° pq q q q q q q q q q o��j\� 1)(21(3) 4) 51(6) R C9 _ NATIVE BACKFILL V��/A�� NEW RELAY Z `L jU H>,,- U- U q�U,_�U,q�U YU_ _�U_,U, /� V�V�V� SUBMERSIBLE EFFLUENT PUMP(2) AUX.HI-LEVEL ALARM THOROUGHLY COMPACTED j�/ /�j��j ��Jt/��J��/��JJJ��j ��jJ��j�j�j�/ (IN CONTROL PANEL) PUMP STATION WET WELL: / / / / / ��j �%i�%%\%/�\%/�\%j\i/ (7) L1 R PROVIDE PRECAST �� TIME DOSE 1000 GALLON SEPTIC TANK, M WATER PUMP PUMP STATION BYE ORT MILLER,CO.INC; MA(MIN.)COMPACTED CRUSHED STONE R 230 VAC,1PH OR EQUIVALENT(NOTE:IF MATERIAL ATOP FIRM NATIVE FOUNDATION SEPTIC EFFLUENT PUMP L2 ( ) ALTERNATIVE TANK MANUFACTURER TANK STATION(8)(9) �� AND/OR SIZE PROVIDED,VERIFY PUMP SETTINGS WITH ENGINEER) (1)PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD.SURGE ARRESTER SHALL BE A SQUARE D NOTES: CATALOG#SDSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC,SINGLE PHASE SERVICE. SHEET:8 OF 9 SECTION (2)IF PANELBOARD IS NOT GROUNDED,PROVIDE A 44 AWG COPPER GROUND CONDUCTOR FROM THE PLOTTED: 04/30/20243:00 PM 1)LOCATE VALVE OPERATORS&JUNCTION BOXTO PANELBOARD TO A 5/8"X&COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE BE READILY ACCESSIBLE THROUGH COVER(S). PIPING. OF 2)WATER SUPPLY SHUTOFF TO BE A SOLENOID VALVE OR (3)FOR SIMPLEX PUMP,PROVIDE 1-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS) A RELAY TO SHUT OFF WATER SUPPLY PUMP POWER. BREAKER(PUMP POWER)AND 1-1 POLE 15 AMP CIRCUIT BREAKER(CONTROL POWER)IN PANELBOARD. J 4' (SEE ELECTRICAL SPECIFICATIONS) IF NO SPACE IS AVAILABLE IN PANELBOARD,PROVIDE A LOADCENTER(SQUARE D TYPE DO OR / 6 EQUIVALENT)ADJACENTTO THE PANELBOARD.THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED ABOVE. PROVIDE A TAP CONSISTING OF(2+GND)CONDUCTORS FROM THE PANELBOARD TO THE LUGS 4'yc NO.082026 W` 1 PUMP STATION DETAIL ON THE LOADCENTER. oFvsvN'%�~ PS 1 1-11 N Ts (4)ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL ROBERT U HOLMES,II REQUIREMENTS OF EACH COMPONENT. P E #082026 COPYRIGHTO 2023 (5)PROVIDE(2+GND)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. ^^ PROVIDE(2)CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL o"L"oFFFFTFOF NONMETALLIC SHEATHED CABLE(ROMEX)MAY BE USED.IF SINGLE CONDUCTORS ARE USED THEY MUST COr EXIFFT eY-.LDFU..FD euomeea 1,U1111FUe rnerT BE INSTALLED IN EMT. EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SANDBAGS LAID TIG HT END TO END,PERPENDICULAR w TO DIRECTION OF FLOW STEEL OR 2"x2" EROSION&SEDIMENT CONTROL: a 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE GEOTEXTILE FABRIC MEETING HARDWOOD POSTS WOVEN WIRE FENCE ESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND U PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND (MIN.14 GAUGE W/ Z 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FLOW 24"(MAX.)TYP. MAX.6"MESH SPACING) SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL Q g a, ON REINFORCED SILT FENCE OF THE PERMITTING AUTHORITY. 3)NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN ��- - ice` TYPICAL ESC-2)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE LOG/REPORT BOOK. �� TIE POINTS CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE Q T� HARD SURFACE PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL' BOOK"CAN BE FOUND AT: � `"' (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE w _ http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE TOTHE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY FENCE TO POSTS& Q SAND 1�TT� BAGS C+ If 10'MAXIMUM+I OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) o F s OTHER ENVIRONMENTAL CONTROLS: �,71-11V D Bl-GS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS � APPROVED. O L)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS EROSION&SEDIMENT CONTROL GUIDLINES("BLUE BOOK");LATEST EDITION 2"X2"WOODEN STAKES ESC-4)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES ' COMPOST PLACED AT 10'O.C. SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE m 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100%OF TANK CONTENTS; FILTER SOCK STEEL OR AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. - AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED ��AX.SPACING HARDWOOD POST ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: w - W W W W W W W ESC-5A)WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO w -[°' V-4" 1'-4" O `o WOVEN WIRE FENCE LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE w °o SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE O FLOW <�—FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY MIN. g INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS w U EXISTING NCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH �:n CONTOURS AS PLASTIC OR CANVAS COVERINGS, Cc w w AND IMPERVIOUS STRUCTURES. � � GEOTEXTILE FABRIC o w Z Z Z r r� � O - 4"x6"TRENCH � DRAIN ROCK ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, voJ OUo O0 BUTT BALES TOGETHER, V-4" WITH COMPACTED BACKFILL 1'-4" TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED O w ~U ELL REQUIRED) wU` <w I.E.:NO GAP WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION Z�Q w� Cc _ GEOTEXTILE FABRIC MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL �=we - GEOTEXTILE FABRIC WRAPPED O� r0 i ,y01 $ STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE O U w :5:�i w AROUND HAY BALES,AS SHOWN ABOVE 4 i 00 LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). U O w m ■ ■ NOTES: �w CC _ rn d 2"x 2"HARDWOOD STAKES OR RE-BARS - _ - ESC-SC)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO lE DRIVEN FLUSH WITH BALE;2STAKES ■ 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON ATEMPORARY OR ApRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED _ - - ■ SEMI-PERMANENT BASIS R.YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND a a a a a a w ■ ■ 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MAINTAIN WATER QUALITY. THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN 2"X2"WOODEN ■ COMPOST FILTER MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. 4"MIN. STAKES PLACED SOCK PER m 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST ESC-6 ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING g s S"MIN. TYP. 10'O.C. NYSSSESC ) / v co r� ( I VERSION OF THE NYSSSESC. a a a IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL - OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT o 0 0 @ STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. NELL NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. o 0 0 < o BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT NOTES: EXTENDED S FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOTCONTRIBUTE CONTROL SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(S)"AND SUBMITTO OWNER/ SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ENGINEER FOR APPROVAL. 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 2.)DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPT THAT S'DIAMETER SOCKS MAYBE USED FOR I— 0 RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. 6)DETAIL SHOWN IS EQUIVALENT NC A"REINFORCED"SILT FENCE.REFERENCES MADE TO Z O DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. "STANDARD" "SUPER" EARTHWORK&TURF ESTABLISHMENT: y- STANDARD'AND SILT FENCE,SEE NYSSSESC. W ET-1)ALL DISTURBED AREAS SHALL BE RESTOREDTO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. 3.)COMPOST SOCKS SHALL BE ANCHORED IN EARTH WITH 2"X 2"WOODEN STAKES DRIVEN 12"INTO THE THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO W 3_ SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT FENCE BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE 0 STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOIL A Q 4.)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF 12".APPLICATION OF TOPSOIL TO A DEPTH OF 6".VEGETATE AS REQUIRED PER J STRAW BALE DIKE LIMITS LANDSCAPI NG PLAN,IF APPLICABLE,OR AT THE DIRECTION OF OWNER. Z w olnmeTeR sLOPe% ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH W L I IN.) (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACiOWNER AND/OR LOCAL SOIL Cn� C4 O z s io zo zs 33 so CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. Z W 8 225* zoo 110o So zo - - W~ Y lz 2So zzs 150 70 SO 40 25 0 ET-3 CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE -b pLQW 24 350 zso 200 3 SS 45 30 1 (n O 0 � G'� z4 3so ns zoo i3o Too eo 3s POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND �� > •rry �? A ��M B 4'MIN. 1 3z 45 o 325 ns iso izo 75 so CONSTRUCTION ENTRANCE SPECIFICATIONS AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. <z z w �V PLOW 1 �Y) *LENGTH IN FEET ET-4 NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN W w Z ; 3 kL R CS-1)AGGREGATE: 1 Q qT� A)STONESIZE-USE#3OR#4(1"-4")STONE OR RUBBLE. ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). > 0 a ) COMPOST FILTER SOCK B E s> „4 MINo jY LIGHT RIP RAP TYP. < w )THICKNESS:NOT LESS THAN 6". Q Q 0� LU o 50� NON WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: Q U) 'y z -v: A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. ~ LU L DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. 06 M � ��- ORIGINALGRADE CRUSHED STONE AND LIGHT LENGTH: DITCH STABILIZATION GUIDELINES �I— � ' y LLU U NOTES: RIP RAP 30'-50* CS-3)WIDTH: (GUIDELINES ARE PROVIDEDTO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL Q U (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAYBE NECESSARY DEPENDING ON SITE CONDITIONS) W B)RECOMMENDED 24'MIN WIDTH WITH COMBINED ENTRANCE&EXITS TO SITE �j 0 1)THIS STRUCTURE IS SUITABLE FOR EROSION CONTROL OF SHEET FLOW DRAINAGE ON MODERATE SLOPES,OR AS 0Q DS-1)0-6%:SEED&MULCH ~ i— ACHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. (n CS-4)GEOTEXTILE: U` AGGREGATE: Q ! 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. A)TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. DS-2)NORTH SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING >> (S THICK B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) > "v (SEE NOTE C)FABRIC SPECIFICATIONS: W 2 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. LIGHT DUTY ROAD=MIRAFI 10OX OR APPROVED DS-3)10 15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING 4)SEDIMENT TO BE REMOVED WHEN 25%OFTHE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) v HEAVY DUTY ROAD=MIRAFI 60OX OR APPROVED Z `L EQUIVALENT DS-4 15%+:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING O 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 'a � � � � � � � � I <u LU SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. o U o* o o� v o o + 1 2—24 (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) a (SEE NOTE CS-5)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) p ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE, STABILIZATION GUIDELINES ENVIRONMENTAL LT 5:1 SLOPES MAY BE CONSTRUCTED STONE EARTH DIKE O O O O O O O O O O O CS-6) Co (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL CONTROLS L S ONTRO OR MORE AGGRESSIVE TREATMENTS MAYBE NECESSARY DEPENDING ON SITE CONDITIONS) �Y THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-ODWAY.THIS MAY REQUIRE SS-1)0-25%:SEED&MULCH (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENT CONTROL FOR CONCENTRATED FLOWS) GEOTEXTILE: PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL 10* MIN. PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TO TRAP SEDIMENT.ALL SEDIMENT SPILLED,DROPPED, SS-(EX.NORTH :SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING RADIUS (EX.NORTH AMERICAN GREEN MODEL:575BN OR APPROVED EQUIVALENT) "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL TO BE COVERED WITH AGGREGATE WASHED OR DEPOSITED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (TYP') (SEE NOTES CS-7)WASHING: SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON SHEET:9 OF 9 WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED: 04/30/202430OPM PROVIDE CONSTRUCTION ENTRANCE AS REQUIRED PUBLIC RIGHTS-OF-WAY.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA OF (EX.NORTH AMERICAN GREEN MODEL:S15OBN OR APPROVED EQUIVALENT) TO PREVENT TRACKI NG ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. N1:W SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES OF Y CS-S)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL:SC15OBN OR APPROVED EQUIVALENT) CONSTRUCTION ENTRANCE RAIN PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH SS-5)100%+:CONTACT ENGINEER FOR GUIDANCE. w �l 1 SEDIMENT CONTROL BARRIER SHEET FLOW �� sp 10.082026 w` EC1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx A�OPFSBtppAP (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ROBERT U.HOLMES,II (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL ��. DO .� . . .�. P E #082026 "BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) �d COPYRIGHTO 2023