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SEP-0579-2023 ilOatik SEPTIC VARIANCE Office Use Only i Permit#: l-(��Q JE G APPLICATION Permit Fee:$ t 1. 00 lbw]of Queens iuy ( ��/2, / Invoice* [`tea 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Approvals: Submittal: 1 (one) original '8-copies-of_the_comp.lete_d application package rt. PLEASE PRINT LEGI kg--?MEtDEAN EMAIL Section 1: SEP 12 2023 Contact Information: TOWN N OF OUEEfvS13UCY BUILDING 84 CODES Property Owner(s): Art Norton '�"""`-- --- •OWh'er's Agent. RU Holmes Engineers, PLLC Address: 15542 County Road 72 Address: 12 West Washington St Warba, MN 55793 Glens Falls, NY 12801 Phone#: 21.8=259,3414 Phone#: 518 792--2907 Email: artnorton12@gmail.com Email: tjarrett@ruhengineers.com Section 2: Site-Information: Site Address: 10 Highview Rd., Queensbury Tax ID#: 239.15-1-17 Directions to Site: Heading north on 9L, take left onto Highview Rd. Property is 300' +/- on right hand side Section 3: Distance from well on property to septic system (if applicable) NA feet Section 4: Is it possible to install a conforming septic system on this property? ❑Yes l•❑ 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? *Yes ❑ No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes * No Section 7: Section of the Sanitary Sewage Ordinance from which you are seeking the variance(i.e.teaching system will be 89 ft. from well in lieu of required 100 ft.): 1) Property setback to system fill: 5.5' in lieu of 10' and 2) Eljen application rate in lieu of NYSDOH application rate Septic Variance Application 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, Joshua's Rock Address State Route 9, OFF Tax Map ID 239.15-1-16 South Name Joshua's Rock Address State Route 9L Tax Map ID 239.19-1-11 East Name AH Jackson Highview, Realty Trust Address 4 Highwiew Rd. Tax Map ID 239.15-1-18 West Name John & Alice Lynch Address 14 Highview Rd Tax Map ID 239.15-1-15 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 realizethat_putting,the well,.sectic tank.Qr leaching s_ystem_Iess than.the required feet_ from the may increase the risk of pollution. Owner—Print Name: 427-H(. MO iesr(o A/ Owner—Signature: C / t/v� Date: 8/50,.2,.E 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 Ieaching.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: —.\�/� �"_Jrl Pf • 'Sample t aatlan Map .1, 0 sK'n) —J `ctwnui I Aiw11 a.,Nas�uc0 f Iji,L.- 1.,.„„moi ,, i ! L_ // 1;4 / r ewsA2' 41* j n sae € L fin„ ` 7' yr. Low Fbw,E1 il HO R (T �l , i -tea t. 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: AI iZ1/-cZ.'i� ,tJ A fL '✓ DesignatesRU Holmes Engineers, PLLCas agent regarding the Septic Variance for Site Address: 10 Highview Road Tax Map#: 239.15-1-17 Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health,building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of-Health. It is the applitant''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: /9277-e t2 /p!1 oA/ OWNER—SIGNATURE: / u� DATE: 6/30%2- AGENT—PRINT NAME: Thomas Jarrett Dlgy IIybgned by nie,i`bateh2023.09.1209.43:51 Jea -04'00' AGENT—SIGNATURE: DATE: Septic Variance Application Revised December 2021 s.- - {" New York State SEP-0579-2023 Adirondack Park Agency KATHY HOCHUL BARBARA RICE Governor Executive Director October 24, 2023 John O'Brien Director, Building & Codes Town of Queensbury • 742 Bay Rd Queensbury, NY 12804 Re: LV2023-0082 Variance Application: Norton Town Resolution: BOH065, 2023 Tax Map Number: 239.15-1-17 Dear John O'Brien: Adirondack Park Agency staff review of the above referenced variance determination has been completed. The applicant proposes to replace an on-site wastewater treatment system with an Enhanced Treatment Unit system. Relief is required from the Town for the disposal system toe of slope/toe of fill to be located 5.5 feet from the property line in lieu of the required 10-foot setback and for the design of the Enhanced Treatment Unit disposal system to use Eljen replacement system soil application rate/soil permeability in lieu of the NYSDOH application rates. Based on the information presented in the record, no further Agency review is required for this variance since the project does not involve provisions of the Adirondack Park Agency Act. Thank you for your referral of this variance determination. Sincerely, Robyn Burgess Principal Adirondack Park Local Planning Assistance Specialist cc: John Strough, Supervisor, Town of Queensbury Craig Brown, Zoning Administrator, Town of Queensbury Caroline Barber, Town Clerk, Town of Queensbury P.O.Box 99•1133 NYS Route 86•Ray Brook,NY 12977•Tel:(518)891-4050•www.apa.ny.gov a - i f ',p I' ew York State Adirondack Park Agency. KATHY HOCHUL BARBARA RICE 'Governor Executive Director • • • P.O.Box 99•1133 NYS Route 86•Ray Brook,NY 12977•Tel:(518)891-4050•www.apa.ny.gov RESOLUTION APPROVING ART NORTON'SAPPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH 065,2023 INTRODUCED BY: Mr.Anthony Metivier, WHO MOVED ITS ADOPTION SECONDED BY: Mr. George Ferone WHEREAS Art Norton (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a replacement wastewater treatment system with certain of its components as follows: 1. Disposal system toe of slope/toe of fill to be located 5'5" from the property line in lieu of the required 10' setback; and 2. Design of Eljen Enhanced Treatment Unit (ETU) disposal system to use Eljen replacement system soil application rate/soil-permeability in lieu of the NYSDOH application rates; on property located at 10 Highview Road, 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 a f � 1 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 Applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves the application of Art Norton for variances from the Sewage Disposal Ordinance to install a replacement wastewater treatment system with certain of its components as follows: 1. Disposal system toe of slope/toe of fill to be located 5'5" from the property line in lieu of the required 10' setback; and 2. Design of Eljen Enhanced Treatment Unit (ETU) disposal system to use Eljen replacement system soil application rate/soil permeability in lieu of the NYSDOH application rates; on property located at 10 Highview Road, Queensbury and bearing Tax Map No: 239.15-1-17, 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. Metivier,Mr. Freer,Mr. Ferone,Mr.McNulty,Mr. Strough NOES : None ABSENT: None s K - o1 CHARLES E. NORTON REVOCABLE TRUST w } ¢ REPLACEMENT WASTEWATER Y Q r�w e o�a amend pr 10 HIGHVIEW ROAD I�Ir� 1 o,r TO BOLTON ( ( .. + + v (j( } Z TOWN OF QUEENSBURY, NEW YORK w = [j _ x GENERAL NOTES: zo W OO K i z GEORGE uor.r,r,r.r G-1)AERIAL IMAGERY AND PROPERTY LINES/INFORMATION OBTAINED FROM WARREN LAKEOZ 9a of CO UNTY COMMUNITY MAPPER.SPECIFIC SITE INFORMATION DEPICTED HEREON BASED ON ¢Z O arapor',, LIMITED FIELD MEASUREMENTS BY RU HOLMES ENGINEERS,PLLC. w SITE LOCATION Z O 83; G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG OOO Op SAFELY NEW YORK(1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS, 7 vl LOCATION AND ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR OQ ¢ wig DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY wO rw' "`� EN GIN EER RAM EDIATELY IF SITE CONDITIONS ARE NOT AS IN DICATED. �w < r crnsby:re� V 1 " a a a a a Q J 1 2n B in,l Ru1gr r I .. � e m LAKE ,.TO GLENS FALLS GEORGE os> M � W LOCATION PLAN a39./s.L1:3- f(� a j} �+ o t g SCALE:N.T.S. /" 2S WJ rk In 500' �,61 � - i 14.5 r Rrnit' ?85 t r-1=1:�SDG•�K• � JdT krY In r- 14 ++n k 1 el`r 11R,(+ra k + f r '�N flghvi i Rrl a� >! 15 -1.3 V Ald WA SH LI ING i,U 7,I,iARI AVI I „" I 2A Jl�hvlaw 1 rl e� 239.15 1 t^DAtsVsa l JG nu: PROJECT SITE: TAX MAP#:239.15-1-17 uj LEGEND: NEIGHBOR:JOSHUA'S ROCK CORP !� ,gF,vr w 1 U) LL TAX MAP#:239.5-1-16 % , ; `+' 0381 -1-A•.,LY JG., JHfw LU LIJ I z •a Jlnt�Jr,w an LINE TYPE' °T 1 J Jlq.r u I _j F_ w EXISTING STRUCTURES/OBJECTS/UTILITIES -,w. NEIGHBOR:REALTYTRUST AH JACKSON HIGHVIEW �� Y SURVEYED AND OR FIELD VERIFIED: TAX MAP#:239.5-1-18 Uj 0 - 2 LJlghv� w Rr1 S } EXISTING5TRUCTURES/OBJECTS/UTILITIES NEIGHBOR:JOHN LYNCH r -'�S '-19"Et11:E1•S.LEA?TH. Uw � ,'( y NOT VERIFIED BY SURVEY OR - - --- ----- ----- +, . TAX MAP#:239.5-1-15 �(--p W G � FIELD DOCUMENTATION: " Q<O PROPOSED STRUCTURES/OBJECTS/ 1 W 0=� a C U UTILITIES: PROPERTY LINE: -- -- uj PROPOSED MAJOR CONTOUR LINES: 100 G, PROPOSED MINOR CONTOUR LINES: -------99-----__ u W C,O 25 O EXISTING MAJOR CONTOUR LINES: 100 1' uj EXISTING MINOR CONTOUR LINES: ----- --99------- '?(+ d 1 3 SEELY'E ESt'AT EL'itilJ Lu Z j N TREE LINE: � / z0 Q � j U � SHORELINE/STREAM: — m s ,.�„.,.„,„„„,�µ.w„^mro „� 0_] SWALE: 3 a. /i I O —X X— —C FENCES:CHAIN LINK,WOODEN: S C)— IOSHUA'S ROCK CORP. +I` p 1�"Jnahua e RA �� a wb �� Z ll C f�k� 239.19-1-11 (ti I. E I 2 SYMBOLS/ABBREVIATIONS: POTABLE WATER PW FIRE LINE FIRE �24 Indr ra 1 mk R O1 Q GRAVITY SANITARY SEWER SA-G w PRESSURE SANITARY SEWER —SA-FM— STORM SEWER ST GAS LINE GAS— OVERHEAD �+ C OVERHEAD POWER LINE OU-P """ - COVERSHEET OVERHEAD COMMUNICATION LINE ❑U-C ( SITE SETTING PLAN n '^ x a ( d r ' SCALE SEE GRAPHIC SCA!E 239w15-1-17 2 SE P- 5 19-2023 UNDERGROUND POWER LINE UG-P f 1 f v Y UNDERGROUND COMMUNICATION LINE UG-C � � •.^-�"�-"""' "'" �.} SANITARY MANHOLE FIRE HYDRANT UTILITY POLE ''o., )� -� p, a• P+s j GRAPHIC SCALE Norton Ar t STORM MANHOLE WATER VALVE LIGHT FIXTURE �� Cvrl �� d MGI� 200 0 100 200 400 800 1 W0 Y� 1 ghview Rd SUB -CArcHMENr SHEET:1 OF REVISION INDICATOR: 13 INDICATOR: (IN FEET) Septic Variance/Alteration POND INDICATOR: tp -F'Al 4 PLOTTED: 10/23/20231030 AM TEST HOLE:0 TP# tl d, PERCOLATION TEST: PT# REACH INDICATOR: 17R 7( �Y (^tl�Lr d r Ie + /Y xl e'^^ OF NEW I, NOTE# NOTE:G-1 „ter^^..,�, ,.• .:,.^ ��.Y U.Hp,�,per NOTE REFERENCE TAG: 4' 'k c1 SEE DRAWING � QUEENSBURY BOARD OF HEALTH RESOLUTION: 0 _ #FOR NOTE 1 RESOLUTION NO:BOH 65,2023'RESOLUTION APPROVING ART NORTON'S APPLICATION FOR DETAIL REFERENCE TAG: DETAIL# SANITARY SEWAGE DISPOSAL VARIANCE'.RESOLUTION DATED OCTOBER 17,2023 y NO.082026 4`U �Fv Dl SEE DRAWING#FOR DETAIL AROFESSI�A SECTION CUT DIRECTION ROBERT U.HOLMES,IIP.E.#082026 SECTION REFERENCE TAG: A SECTION LETTER COPYRIGHT© 2111 Dl SEE DRAWING# pp,, -co�r_so_.ws ornvvr..aHmNa e-ue s„sooc vs ur FOR SECTION W�„w ca.su �T 9�nucvs�nvi =�s unuwru_ s� GENERAL NOTES: - t,f F I �r G-1)AERIAL IMAGERY AND PROPERTY LINES/INFORMATION OBTAINED FROM WARREN COUNTY COMMUNITY MAP;DATED 2022.SPECIFIC SITE INFORMATION DEPICTED HEREON BASED ON LIMITED FIELD MEASUREMENTS ~ "" BY RU HOLM ES ENGINEERS,PLLC. Ir /✓y6 rlr �y(/r �� /�I{ r iy �fi Lr�ly`I f�„ ✓ 1(i' G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK cc raj ( r ✓lr'r'"�'� �I!%.'i,,�f'-,/1+(G r'�1,+'N�i'r%f✓��%�L L""IJll �( � f ��r (1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS,LOCATION AND ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CON FUCTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF 5ITE CONDITIONS ARE NOT AS INDICATED z a N O PC �Tr Y r w r If r, APPRoxIMATE LOCAnoN of �� )' ' „Lri, W�J��, June 07,2023 SUBSURFACE INVESTIGATION m _ �gy' �710 - 'r r' EXISTING WASTEWATER DISPOSAL i`E /r/�i% Ll r� 11 ri"/r" fi"I witnessed/performed IRU Holmes rc Engineers, PLLC W - ❑ ( I I ' r r r / 1 { /�' F 'SYSTEMS TO BE ABANDONED r r )rt I N C5 z - TEST PITS O O TP NUMBER DEPTH SOIL DESCRIPTION �w Z rr TP230607-01 0-11° Dark brown very fine to fine sandy topsoil w/tracesilt Dw p 11"-16"Reddish brown veryfine to fine sand w/trace silt and coarse sane ° cr 16"Bottom of excavation zz O o35 Shovel refusal on nested cobbles/bedrock.No evidence of cc O w groundwater BCD ❑ "-� � — °,Dark brown very fine to fine sandy topsoil w(trace silt and ❑w0 2 ter= �fi% �,, )i({, 'T( r ///ii�� / �1(%i1? S/p 9M� y, ;(, r rr.F, .,rr1' 1 4 'Y If ✓r!r' TP230607-02 0-4 coarse sand 0 m - .n ❑ v> 2=� Light brown very fine to fine sandw trace silt and coarse sand B ry / 4-15 r °� "&gravel shovel refusal on nested cobbles/bedrock.No evidence of Q � �e _ groundwater i i r r r,� r TP230607-03 0-3 n n p I ce sdtand „Dark brown very fine fine so'I /wtra ,l� rr �( ,ei % �✓t'rlf//I?/ �,1 ':�� D✓,rI„ l �i , ,,,lllui,, rii',' SyF r i coarse sand and roots throughout o 0 „Reddish brown very fine to fine sand w/trace silt and coarse w N 3°�-13 g N r f� sand& ravel o p "� 13"Bottom of excavation o on nested cobbles/bedrock.No evidence of Shovel refusal 1+ / r l J q y r °Ri�sTiy groundwater TP230607-04 0-6"Dark brown veryfine to fine sandy topsoil w/tracesilt 6"-29"Light brown very Fine to fine sand w/trace silt&trace gravel w { rp rl/!/f ✓ 29"Bottom of excavation z Shovel refusal on nested cobbles/bedrock.No evidence of l i / + iCL I i groundwater W LU ti TP230607-05 0-B"Refusal on rock fragments @ B"± CE UD PERCOLATION TESTS U W 3: v �r LLI c o /', r ' PERC TEST Al DEPTH SOIL DESCRIPTION CO I 'O® �+c+ Very fine to fine red brown sand w/trace of silt, CE ED Cc: b r IiI N g�m��ey PT230607-01 12" trace gravel&cobbles L'iWm ( e f I, J Q>7- � E v Stabilized percolation rate ofl min 26sec m> 2LU f Q>C7 w Mr d / U Y/e O PT230607-02 14" LJJ : Light brown very fine to fine sand w/tracesilt, O� od �L � w z r r -fi,,; EXISTING OAK TREE TO /l b :/ / r o_ 1 coarse sand and gravel LLJ 2 O Stabilized percolation rate oflmin 35 sec �W Z REMAIN UNDISTURBED 3a 0 W 10 O d F, PT P 230607 04 TP 230607-01 "�'` ,� yf fl � Z 2 EXISTING HEMLOCK TREE TO U ( r e, A Q BE REMOVED OR REMAIN AT TP 230607-03 pT 230607 Ol � „ �rd V � I�°1 �� OWNERS DISCRETION r ./ r � 0r � � � � f, TP 230607-02 r r r ni ri A rpf �y'✓/��i�� w rt s EXISTING CrONDITIONS 00 SHEET:2 OF 8 r . DY"" PLOTTED. 10(23(202310:30AM OF NEW y. Hp� 0 0 2 EXISTING CONDITIONS PLAN z SCALE:SEE GRAPHIC SCALE i9F4 N0.662026 nROFESStO�P GRAPHIC SCALE ROBERT U.HOLMES,11 0 P.E.#082026 CONSTRUCTIONISSUED FOR COPYRIGHT0 2023 o o%_sa.,snnA (IN FEET) co�soaaeo."u:rcovn_n.cr_anno::orrrr oxvueNr "EUEN"DESIGN&INSTALLATION NOTES r � _ 1 THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"EUEN"NEW YORK DESIGN AND INSTALLATION MANUAL 2) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER. mg' 3) ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS. m /,biy';r ,, 4 THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS FORTHE SAND. .( .REPUTED LOCATION OF ,�/� v' v r/ ✓ / � ?' r �/ykrW 2 PROPOSED 1,500 GALLON PRECAST I u 5'DRILLED WELL l/��a +J lfi > ";v N .�."('fi/ �y''r'� CONCRETE SEPTIC TANK;PROVIDE a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT" / ,6,/�i i/ / Iri�l! L WD NSF EFFLUENT FILTER ON OUTLET b)5CARIFY ANY SMEARED SUBSOIL TO FILL PLACEMENT w�P. r �Jr,°,y ,;l J)/Jr II �' 1 SHALL BE I' S FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS ALL FILL MATERIAL U CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE G5F SYSTEM. 6) ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A 9100 SIEVE AND LESS THAN 5%PASSING A#200 SIEVE O SHALL BE PLACED BELOW AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES NEIGHBORING HOUSE WITH , a"' } 'r I T r MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS. IN BED SYSTEMS,USE 6INCHES MINIMUM r- 1 DRILLED WELL WATER SUPPLY ;N,� I gIY 'irm j co _ UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM p1 _- m,^„ AROUND THE PERIMETER OF THE MODULES. Z 7) USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR w � � 35 OR EQUIVALENTTO THE TOP OF EACH G5F MODULES. O _ - r 8) EUEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC Z AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. FABRIC SHOULD BE NEITHER TOO LOOSE, o > NOR TOO TIGHT.THE CORRECT TENSION OF THE COVER FABRIC IS SET BY: 7 w O SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIC TENTED OVER THETOP OF THE PERFORATED DISTRIBUTION PIPE. u) z ^ �w n PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A O� °3 0 MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE. REPEAT THIS STEP MOVING DOWN THE PIPE. Uw 0 m C2 Cc O ¢1 a r k as .I „ v 1, J/i z w 19 BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A ) LLQ MINIMUM DEPTH OF S INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4 INCHES TO 61NCHE5 �L \ two OF CLEAN LOAM. �U Z _ u ;n0 m m NL< 10 FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFF AWAY FROM THE SYSTEM.,,, i, JL,„ ,, I r � �l/.'( r%�/I!�/%r/r�%t „��i/r / �F�J.,�F, i� I Irvn'. ��✓'f.. ' r f I I I h I r l �II )l Ilu r � r 11 FOR PUMPED SYSTEMS PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE, w v z 1 , °>y /, �a�rc,; ) �0i Y �f"r r/� ,/ l/i r -s; ,• /', G� r % n,; 12 ANY SYSTEM WHICH IS MORE THAN 181NCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE 1 SHALL BE VENTED. a a a a a a r, .I II r 13) DO NOT DRIVE BACKHOE WHEELS OVER GSF MODULES WITH LESS THAN 12 INCHES OF COVER OVER THE DISTRIBUTION PIPE. DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA 15 PROHIBITED. FOR SHALLOW INSTALLATIONS, gar LIGHT-WEIGHT TRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE. IT IS ALSO PERMISSIBLE TO ' C, ) +."•" `rlV ' r PSI I 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. � w I— / SEEDING AND STABILIZING THE SOIL COVER IS REQUIRED TO PROTECT THE SYSTEM FROM SOIL EROSION _ m 3:Wastewater Deign Information Design Basis Z 1' l ✓ r ' mi �' / „, TowNVlllagelCityot Tovnof Queensbury r PROPOSE02 FORCE MAIN Wp "" 0 l/ Wr M �r rr�k I/ County/Stale: 14YS Dept of Health&Lake George Park Commission LLl —"i water Supply W LLJ ! �. Norton Estate:Existing Lake Water Supply J F Z ,;;i� "1, '�. r / r' I r %r y 0 ✓�wr GWr Adjacent Neighbor.Existing Lake Water SupplyO ^ / a,✓l ( " f b, Tf'r�li r I UJ O c WastewaterFlov U }IY a err 200"SETBACK FOR nL) p ';� � rrl�� r, ! 5 bedrooms x 110 gpd/bedroom(post 1941 watersaver fixtures required) LU y 550 gpd design low H-�C W ° o - I r A RAISED/A10UND , �� r i m Prtryma Tnealmerlt C/)Q>Q Z o`� PROPOSED BOULDER, ' la / "" r fN ELIGHBORING HOUSE WIT a RETAINING WALL r�r n r /;r I /� I' id ,i(a + rl� I"i� Septic Tank. 1500 gal tank required for 5 0on1 tresidenceCc>Ell 0-DC_ 6' y I" I r LAKE WATER SUPPLY F—F— -- v Pradtletl: 1500 gal precast NSFalppmved concrete �identi l efuent filter) W Cn w_ED y_,_.^ w_ r 9 H � II Y9 a o l L�A Secondary Treatment J Q Z 1 LU c ( rn BASAL AREA ' r r rl(" (;Y Leaching De-Ace Ellen GSF B43(ETU) 0] O, Lu I -Eljen B43 GSFunils utilize NSF40 pass 1 Compllard ETU Technology U — ( z Leach) O i� O Leaching System Sizing Z r, a , I °i NI.a,. ^ti(n Existing Sol]Percolation Rate. 5to 10 miNlnch stabiliz etice rcdatan rye W ILL F II Soil Percolation Rate 8 l0 10 mINInch slablllzedPemdauon rate > i U W� r � w Modues Required. 550 gpd 1.17' = 470-1 sf(min.) fr LU 70.1 Sf(min.) + 6IIequ¢width = 78.34.(min.) Z O i_j U rn �Y ly r 4 f + = Z 9 r r r 78.3 R. 4 I�erals 19.6 R./lateral =.��I ,b i/� -r 10'PROPERTY LINE SETBACK °p r�! r r r, FOR LEACHING SYSTEM r/fU 19.6 R./lateral rounded LP to: 20 R.flateral ~d �= ( ) _ length p� I Bed Area 20 Rlrox + 2R(ends 22 RJI th O a�rd 470 st(min.) + 2211-dotal bed length = 21 R.bed width Z ' i ''EUEN'Replacement System Application Rate Q Basal Area: �� 3 Required: 550 gpd/ 1.17 gprUsf= 470 sfmin. — - !✓r 6 3 SEE SHEET WDl FOR ENLARGED '�n /4 / ��I w ProNded 650 t sf Q r /, - Ids, 'T , Wp EUEN'LEACHING SYSTEM '�' .�r lii r r w EfAu°nt Dosinglgsidbulion I (APPROXIMATE) �7;(i - r " rr rr1Y LIMITS OF FILL � ( Pumped closing todistributionbox'G Nty distibutionto 1en be (4laterals)Vadistribution box r r VARIANCE#2 / ' WASTEWATER „DESIGN OF EUEN DISPOSAL SYSTEM USING ELJEN - IGI ///r p 1 I /� �('�(�/ ,. l " , REPLACEMENT SYSTEM 501E APPLICATION RATE U rr �` l �� pa'G PLAN WASTEWATER VARIANCES REQUESTED FROM THE OF NYSDOH APPLICATION RATES e, p'n ' '" � / ry i)� TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH VARIANCE REQUIRED EXISTING: PROPOSED: VARIANCE#1: /( I/,',,) / , 1 ��; II / HORIZONTAL SETBACK FROM PROPERTY LINE . lJ l ■ , V , f�:' I HORIZONTAL SETBACK FROM PROPERTY LIN E TO DISPOSAL Lj/ ( , ,/ TO DISPOSAL SYSTEM TOE OF SLOPE S 5I+ r i%'„ I 1) SYSTEM TOE OF SLOPE(NYSDOH W W DESIGN TABLE 2) 10' UNKNOWN (TOE OF FILL) SHEET:3 OF 8 ESIGN TABLE 2) ,v'„ "r ll Y;'b 'r 'I s ( ' PLOTTED: 70/23/202310:30 AM 10 DESIGN OF EUEN DISPOSAL SYSTEM USING EUEN NY5 APPL. SOIL 2) REPLACEMENT SYSTEM SOILAPPLICATION RATE IN LIEU OF N/A PERMEABILITY NYSDOH APPLICATION RATES RATES (K) tieFU No WASTEWATER PLAN ,3 SCALE:SEE G" ,�,1C"SCl;'CF'�� 'aF N0.082028 4; 4nROFES510 GRAPHIC SCALE ROBERT U.HOLMES,II 20 10 20 40 8 ISSUED FOR �m IRUION P.E.#082026 avy 1p CT ti COPYRIGHT© 2023 r con=_so.Twsoarvn.vc vnTnna',u=_s:n.s�r�r a=_ (IN FEET) 00 ._a.av�,u.,Er+S_u U1111FUL s� LEACHING SYSTEM INSTALLATION: / Y L1. O c LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F461,NYSDOH,NYSDEC,AND Z OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. t- H DRAINAGE SWALE BENEATH L2, REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL ¢ 0 5 ♦ .» FOR RE-USE.CONTRACTORTO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. off? BOULDER RETAINING WALL; w =; / TERMINATE SWALE IN ROCK r,g''-a 2"0 FORCE MAIN OR 3,4 L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OFcc 'g"LL FILLED SUMP "} . .,' GRAVITY SEWER WD EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. rna /♦ L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR � _ f LOAMY SAND)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, Iw- �L] u ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. Q PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR a EXISTING SYSTEM FILL:WELL GRADECc D DRIVEWAY SAND AND GRAVEL WITH AN IN PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO 0 -- p `Y ♦ / PLACE PERCOLATION RATE OF OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. r 8-10 MIN/INCH LS. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO w BOULDER RETAINING WALL w - THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. / LB. PERCOLATION TESTS SHALLALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE w BASAL AREA'484 SF IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S)TO VERIFY FILL SUITABILITY w - %♦ SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF Z w Q� FAILING SOIL ARE IDENTIFIED. FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. O OZ �H 1 DISTRIBUTION BOX L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON Uw 0 'mow WD THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE `_ ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR Z ♦ �T INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE of oar / 4"0 PVC PERFORATED GRAVITY LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT,TRACKED EQUIPMENT SHALL BEAR p 1' O N DISTRIBUTION PIPE,TYP. DIRECTLY ON 12"MINIMUM OF FILL MATERIALAND NOT ON NATIVE SOIL `->_� p W '"3 a i LB. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER �Q w ¢ 2 MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED� HEREON.VERIFY THAT SYSTEM IS �_ �<♦ wp w S 2 ter_ 6 AT CORRECT ELEVATION(S)USING A LEVEL,TRANSIT,OR LASER. Z p m Z N L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: / / f •FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERCTESTS AT SOURCE. Z� Q,P�C� . ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE a a a a a a 2zR ♦ _ OQ��OID ace REMOVED IF REQUIRED FOR SITE PREPARATION. REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. p \� •EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY); EXAMINE SUBGRADE FOR POOR(SLOWLY N N og Pp' PERMEABLE)SOILS,BEDROCK,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS o o pz •: w lY MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY m a =`- - ENGINEER. o O =£~ /'• SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF 0 SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. /• "EUEN"GEOTEXTILE SAND s- / '• PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE H �= r FILTER(GSF),BY"EUEN" �', D", HAS BEEN PREPARED AND O 1 p APPROVED,TO REQUIRED ELEVATION >- CORPORATION;LATERALS FGO 05 i" / TO BE INSTALLED FLAT F2 - /� •10'PROPERTY PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIALTO CONFIRM DESIGN RATE. w r B A Z F� •LINE SETBACK INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. � (� J \ o •BACKFILL AROUND A14D ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL W - r W LIMITS OF FILL �y 66 Of\ BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO U) \ V• (APPROXIMATE) 6S15Ya F-P THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE J I Z r �rYG ASP Qo a\ i SOILS U1 Y I ( w G,S�Sa F.yP F� .CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM = � r LIMITS OF ELJEN SAND \SXJ�'� g Oo SP�pOd i'r LLIITTLELTY LOAM TOPSL,CAP AS INFILTTRATION OOF IPRECIPITATION)CTEO ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT W W SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. (n Q Q Z W O J y N fr wCC F W CO U F-S Z I \ 0 LZL1 p O uj m W� 6�d — w / - LIJ Z > w / ZU o v \ qS / ' O g ~ z / O� z_ N \ / w 1 i/ LEACHING SYSTEM 'EUEN'LEACHING SYSTEM SCALE:SEE GRAPHIC SCALE GRAPHIC SCALE SHEET 4OF8 4 0 2 4 8 16 PLOTTED: 10/23/202310:30AM 6. �qP NEW J,o (IN FEET) �PQt U,f10��j�•f Z v sF NO.0=26 4. unROFESS\o�*`• ROBERT U.HOLMES,II P.E.#082026 23 ISSUED FOR CONSTRUCTION core -=_cr Iz AID lD TNO 20s�r�aD DO -r rws ornvnvc IrH a e.u:ssa= s� LEACHING SYSTEM INSTALLATION: Ll. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481,NYSDOH,NYSDEC,AND 0 = Z OTH ER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE.CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF tr ?o EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. .a L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR PLANT/SEED ALL DISTURBED AREAS WITH A LOW "BACKFILL"OUTSIDE OF SYSTEM FILL w n MAINTENANCE GROUND COVER.MULCH AS LOAMY SANG)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, r my o AND ATOP SYSTEM.;NATIVE SOIL Q REQUIRED UNTIL MATURE GROWTH 15 ACHIEVED AND/OR BANK RUN SAND AND GRAVEL ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR "EVEN"LATERAL, PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO m =4g GEOTEXTILE FABRIC AROUND THE O SILK TOPSOIL TYP.(q) TOP(OVER THE DISTRIBUTION OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYSPRIORTO HAULING. } _ 6"(MINIMUM)COVER 21'TOTAL BED WIDTH PIPE)AND SIDES OF"EUEN" LS. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO OVER EUEN UNITS 5'-6"O.C. LATERAL,TYP. THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS, m N —2—"'• (TYP) I EUEN SAND(CONCRETE SAND; L w E. PERCOLATION TESTS SHALLALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE _ SEE SPECIFICATIONS)(MIN.6" IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S)TO VERIFY FILL SUITABILITY 4 y Q BENEATH EUEN MODULES) SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS 0 SLOPE: // / / / / / // / SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF z LL 4�g 2'H(MAX.):1'V // / / / / y /// // / FAILING SOIL ARE IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. O U �C / .1.'. J.. L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON OW 3 BOULDER WALL / THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE ¢_ � a' 1+ �" 7 i✓ / ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR �� LU U� _INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE ZI r O �`. LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR O �O DRAINAGE SWALE BENEATH •` + S I' DIRECTLY ON 12"MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. 5 m39 BOULDER WALL I _ y 1 L F L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER Q Lz 0 zo MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON.VERIFY THAT SYSTEM IS w I e EXISTING GRADE U �C- AT CORRECT ELEVATION(S)USING A LEVEL,TRANSIT,OR LASER. ?O m I w 1 L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: �2 Z 3 Np 1 1', \ \ \ • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERCTESTSAT SOURCE. .� `o`<< ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE Q > BASALAREA a a a a a a w g-o (SEE LIMITS ON PLAN) h` REMOVED IF REQUIRED FOR SITE PREPARATION. m d y EXISTING GRAVEL Ll-L9 1 REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. � m DRIVEWAY GRADE LEACHING SYSTEM PREPARATION NOTES Wpl TP421092 3-01 BOTTOM OF HAND DUG "SYSTEM FILL WELL GRADED SAND . EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY); EXAMINE SUBGRADE FOR POOR(SLOWLY m m HOLE(REFUSAL ON NESTED COBBLESS) AND GRAVEL WITH AN IN PLACE PERMEABLE)SOILS,BEDROCK,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF 5-10 MIN/INCH 2 z MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY f ENGINEER. N ~ • O SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF o Lo A SECTION THROUGH 'ELJEN' LEACHING SYSTEM SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,INCLUDING UNDER CHAMBERSTO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. WD1 SCALE:N.T.S. • PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND 0 APPROVED,TO REQUIRED ELEVATION. >- • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. u w • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. I� Z • BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL W BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO Co THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE W W SOILS. �U) w CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM =U CC OR SILTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT } Wq, LITTLE INFILTRATION OF PRECIPITATION). U� �/ N • SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. co Q Q Z 01 PLANT/SEED ALL DISTURBED AREAS WITH A LOW > ® N MAINTENANCE GROUND COVER.MULCH AS "BACKFILL"OUTSIDE OF SYSTEM FILL >M� w f N REQUIRED UNTIL MATURE GROWTH IS ACHIEVED AND ATOP SYSTEM.;NATIVE SOIL W AND/OR BANK RUN SAND AND GRAVEL W Do c \ "EUEN"LATERAL, W L)—I JQ>Z p. E.,1 En Typ (4) GE TEXTILE FABRIC AROUND THE m (6LU ...r w SILTY TOPSOIL TOP(OVER THE DISTRIBUTION 6"(MINIMUM)COVER ITTOTAL BED LENGTH PIPE)AND SIDES OF"EUEN" (,)z=o Ir�q I w O OVER EUEN UNITS LATERAL,TYP. O W f LL 2 20'TOTAL EUEN LENGTH >LLJ:�i O of m EUEN SAND(CONCRETE SAND; W Z •� w SEE SPECIFICATIONS)(MIN.G" z SLOPE / / SLOPE BENEATH EUEN MODULES) U g H Z mw O L O i z Fr_ — Z I x W i=. - o•' - EXISTING GRADE WASTEWATER BASAL AREA a DETAILS (SEE LIMITS ON PLAN) LEACHING SYSTEM Ll-L9 BOTTOM\ PREPARATION NOTES WD1 `HOLE10923-01(REFUSAL ON NESTOED COBBLHANDD SUG S) AND GRAVEL WITH"SYSTEM FILL": LAN RIN PLACE ADED ND SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF S-10 MIN/INCH SHEET:6 OF B PLOTTED: 10/23/2023 10:30 AM B SECTION THROUGH 'ELJEN' LEACHING SYSTEM WD 1 SCALE:N.T.S. iP�S U.HO(�9,f• O � D_ f NO.CO2026 �OpROFESS10NPy ROBERT U.HOLMES,II TRUCTIONc Yco�-SOPHE. 092026 `@ COPYRIGHT© 2023 ISSUED FOR CON Is UrigVUNG ,IAAIIO-TA'_SIIE= O1L11 J1a'JEaNJ VgElD.. T.IDN 0=in15 D�cUv_ —E?i 1ALICEN S E DENGI,u_Er Is U.1-4. GENERAL WASTEWATER NOTES G-1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S),ETC.SHALL BE IN CONFORMANCE WITH O` _ Z APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ON I= THESEDOCUMENT5.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. ~ t` � m5� PROVIDE WATERTIGHT MANHOLE FRAME&COVER G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN GARBAGE w o x WATERTIGHT JOINTS(TYP.) FOR EACH COMPARTMENT OFA SEPTIC TANK; a c TREATED LUMBER MARKER GRINDERS,OR SPAS/HOT TUBS ARE TO BE CONNECTED TO TH E WASTEWATER DISPOSAL SYSTEM. ¢ T4 ///��ABOVE ALL BURIED COVERS; FINISHED GRADE SYRACUSE CASTINGS 01502 OR EQUIVALENT; w �sy / SET LEVEL W/GRADE GRADE TO DRAIN AWAY FROM COVER(TYP.) ¢ -T / PRECAST CONCRETE -2-0-..1 2-0"� �R15ERASRE4'D(TYP.) PIPING3� 12j'(MIN.) P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM Q PROVIDE ADJUSTABLE LEVELING EXISTING GRAVITY SEWER -- __ EFFLUENT PIPE;INSTALL D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,AND AS SHOWN ON PLAN INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. Cc �c DEVICE ON EACH OUTLET -- •1 -- O "sLL6 P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT } IN LET�'� y INLET _Ar 3�� OUTLET PIPING ¢ ®V OUTLETS-,7 - - - WATERTIGHT ELASTIC GASKET; Z - SANITARYTEE;SIZE 15„ 1 m 4"PVC GRAVITY SEWER TO MATCH EXISTING MIN. KOR-N-SEAL OR APPROVED EQUIVALENT P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(LE.NO LOW OR m FORT MILLER BOX @ 0.5%MIN.SLOPE SEWER LINE -L (NP.FOR EACH PENETRATION) HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID AT THE w OR EQUIVALENT FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW SEWAGE:4"@ 2%,5"@ 1%;SETTLED w NATIVE BACKFILL NSF APPROVED EFFLUENT FILTER THOROUGHLY COMPACTED �("POLYLOK PL-12T',OR SEWAGE(EFFLUENT):4"AND 6"@0.5%±.ALL SEWER SHALL BE LEAKAGE TESTED BY NYSDEC APPROVED METHOD. O = 12"MIN.OF CLEAN SAND MIN.4"WITH A EQUIVALENT)(RESIDENTIAL) P-4)FORCE MAIN SHALL BE HOPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM D2241,100 PSI O C OR PEA GRAVEL FOUNDATION PRECAST DUAL COMPARTMENT MIN.AREA OF 50 SQ IN MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S SEPTIC TANK OR EQUIVALENT ``BAFFLE RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. FORCE MAIN TO BE PRESSURE TESTED BY NYSDEC APPROVED METHOD. DISTRIBUTION BOX 6'(MIN.) w m 12"(MIN.)� .-, P-5)HOPE PIPE AND FITTINGS ARE TO BE JOINED BY THE BUTT(HEAT)FUSION PROCESS,AND JOINING EQUIPMENT SHOULD Z= = O WD SCALE:N.T.S. -� Or, BE AS APPROVED BY THE MANUFACTURER.PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. '030 PROVIDE EXTENDED BASE FOR EXTRUSION WELDING OR HOT GAS WELDING OF HOPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR `0 LU > �? 1 ANTI-FLOTATION PURPOSES wC7 p OR STRUCTURAL STRENGTH 15 IMPORTANT.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS, OR EQUIVALENT TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. �-aw� REFER TO MANUFACTURES RECOMMENDATIONS. DU m D CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY SOLVENT WELD PROCESS,OR OTHER APPROVED METHOD,IN z D ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS, MECHANICALJOINT ADAPTER,FLANGES,UNIONS, — — _ GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY MOUND TO SHED WATER UNLESS UNDER CONNECT SCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. ROADWAYS;RESTORE ROADS AND 2 a a a a DUAL COMPARTMENT SEPTIC TANK DETAIL P-7)THERMOPLASTIC PIPING MAY BE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON A SMOOTH CURVE,AS WALKWAYS TO ORIGINAL CONDITION; RECOMMENDED BY THE MANUFACTURER. TOPSOIL SEED&MULCH NON PAVED AREAS WD SCALE:N.T.S. TANKS/STRUCTURES �==G \�� NATIVE SOIL BACKFILL LESS N v= COBBLES AND LARGER,COMPACTED T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT. REFERENCES TO HEAVY DUTY INSTALL MARKER �IA SEE NOTES BELOW TO 85%MODIFIED PROCTOR OUTSIDE o A� \ REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HOPE TAN KS SHALL BE AS SUPPLIED BY INFILTRATOR 'O ROADWAYS,95%MODIFIED PROCTOR WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. TAPE 18"DEEP WITHIN ROADWAYS 1 \ �„' .<j /, S T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) MAXIMUM IO%PASSING 20051EVE)- CLEAN SANG( SSI PASSING WHEEL LOADING). L - }�� T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(5) /18"MIN OVER BURIED COVER(5),AND MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) Z 6"MIN.(TYP.)---�� - DRAWINGS(SEE GENERAL NOTES). (®I MOUND OVER FORCE LLI T-4)ALLTANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE 4"MIN(6"IF RIGID FOAM INSULATION MAIN WITH SOIL AND/ (D (MIN.2"THICY.)AS OR DUFF/LEAF LITTER; FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD PIPE(5) - � ROCK BELOW) WARRANTED/ORDERED DOCUMENT LOCATION ON W Y ! w (SEE PLAN FOR SIZE) �� "``-;`1::= "`'�"� APPROVED BY ENGINEER. J I Z /� � �� iA / • 1 RECORD PLAN T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL Q>- w PIPE: PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATER TIGHT AS APPROVED BY ENGINEER.TANKS BE Ico 0 .. /\/\/X�� BURY AS MUCH FINISHED GRADE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). Ow /11 AS PRACTICAL w !B/ C 18. — T-6)CONTRACTOR TOINSTALLTANKS/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF F—f— o p EXISTING GRADE C/)Q Q z a EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. 0} 1)BURIAL DEPTH:SEWER:4'0"MIN.COVER;WATER:5'-6"MIN.COVER. NATIVE SOIL T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE fr W CC EC 2A)WATER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0"AND 5'-6"COVER, SYSTEM.FOR SEPTICTANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET ED OVER FILTER FOR MAINTENANCE ACCESS,OF THE F--UD Ll co PROVIDES LESS THAN 3-0"COVER,CONTACT ENGINEER FORSULATION OVER AND/011 AROUND PASSISTANCEIPE.IF LABLE DEPTH \\\��> j\\�j �j\\\�/\��j\�\j PERMANENT MARKERS SHALLDOWNSTREAM TANK ONLY. BE E PROVIDED OVER ALL OTHHERAME AND COVER TO BE DTANK OPENINGS UNLESS OTHERWISE DIRECTED BY m>a=LUNO \\� OWNER. Q>0 w I,^..... 2B)SEWER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0"AND 4'-0"COVER, �\�\\��\��\�\\ �` // U z o C7 { ICI w 0 PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH SEWAGE FORCE MAINS SHALL BE Q w r w = PROVIDES LESS THAN 2'-0"COVER,REFER TO'SHALLOW PIPE INSTALLATION'DETAIL, BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN > 0 •tl MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL uj LL Z 3)IN VEHICULAR TRAFFIC AREAS,IF 3'0"COVER CANNOT BE ACHIEVED,PIPES)SHOULD MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, U 3 BE PLACED IN A PROTECTIVE CA5ING(S). THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT Z 0 TRACING;CONTACT ENGINEER 0 F- Z FOR GUIDANCE fr 0- 0 3 PIPE TRENCH:WATER &SEWER LINES 4 SHALLOW PIPE INSTALLATION z N WD SCALE:N.T.S. WD SCALE:N.T.S. N W N CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) • PRIOR TO BACKFILLING OF"EVEN"AND DISTRIBUTION PIPING,ENGINEER TO OBSERVE EXPOSED"ELJEN"AND 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK 15INSPECTED. WASTEWATER DISTRIBUTION PIPING. a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). DETAILS • PRIOR TO COVERING D-BOX,ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION. b.REMOVE TANK COVER AND PUMP TANK IF NECESSARY • ENGINEER TO VERIFY PUMP STATION SYSTEM INSTALLATION&OPERATION. c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS PREVENTION: d.PULL FILTER OUT OF HOUSING 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOAD A SYSTEM. e.HOSE OFF FILTER OVER THE SEPTICTANK 50 THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. SHEET:6 OF 8 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINT DISTRIBUTION BOX: THINNER,PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) PLOTTED: 10/23/20231030AM 1.ANNUALLY INSPECT D-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION. 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. QF NEW y MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS). C�•R D HO( 0.� BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. S.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. 3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. LEACHING SYSTEM: VEGETATIVE GROWTH SHOULD NOT BE ALLOWED TO BECOME OVERGROWN. y i 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS 0' N0.082020 4i SEPTIC TANKS: NOTED,HAVE ITTESTED FOR BACTERIA CONTENT). OFES`31�NPv 1.ANNUALLY INSPECTTANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS 2.INSPECTSYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. IF NOTED). 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. ROBERT U.HOLMES,II 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE P.E.#082026 PUMPED OUT WHENEVER THE BOTTOM OFTHE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. CONSTRUCTIONSUED FOR coo=_s COPYRIGHT© 2023 - OUTLETBAFFLEORSANITARYTEEORTHETOPOFTHESLUDGEISWITHINTENINCHESOFTHEBOTTOMOFTHE p ccn o;pMisou�;�,goTciPq¶a,ucz sY.xpjy n OUTLET BAFFLE ORSANITARYTEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). Ow �censee mcwaeaauu.a�ro:.J" PUMP STATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S N COORDINATE LOCATION PUMPS INSTRUCTIONS. 'o WITH OWNER PUMP SETTINGS: (SEE PUMP Z /� �v l (1) INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. Z �1JS STATISTATION SECTION) (10)BOND CABLE GROUND TO PUMP HOUSING AND APPLICABLE,THE GUIDE RAILS. � ON 1 (2)ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. 2w 05� DUPLEX PUMP CONTROL PANEL (11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE w o�o WITH AUTOMATIC PUMP ALTERNATOR ZONE DEPTH(IN J VOLUME(GAL.) (3)SUBMERSIBLE EFFLUENT PUMP,10,115V OR 230V TO MATCH POWER SUPPLY. AND ANY w� APPLICABLE LOCAL OR STATE CODES. m z=LL X(NORMAL OPERATING (4)3/"SOLIDS HANDLING. I =8 / RANGE) 6 47 (12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT TH EIR EXPENSE. < z (5) HP SUBMERSIBLE EFFLUENT PUMP,FL505ERIES BY LIBERTY OR EQUIVALENT;TO BE VERIFIED Q_c Y 6 47 DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR ASSISTANCE (13)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT Gw COMPLETION OF < ALARM Z 25 Z9S (6)TEST PUMPS FOLLOWING INSTALLATION;MEASURE DISCHARGE RATE DURING TESTAND ADJUST WORK. PANEL THROTTLING TO ACHIEVE 20TO 30 GPM DISCHARGE RATE.MARK VALVE OPERATOR(S)ATTHIS O JUNCTION BOX (14)PERFORM ALLTESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS POSITION. REQUIRED. Q 2 WET WELL: PIPING SYSTEM _- PUMP(S)-2 (1)DOSE VOLUME:47 GALS. w (1) PUMP STATION PIPING: _ CONTROL&ALARM PANEL(S) SCHEDULE 80 PVC. - (2)VALVES: Q y` (1)INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. CHECK-PVC,BALL TYPE. ZOC 3v � 14 POWER(SOURCE PER OWNER) SHUTOFF/THROTTLING-BALL VALVE-PVC z `~ (2)ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. uw � _- (3)DUPLEY,CONTROLLER WITH ALTERNATOR AND ALARM;MODEL 122 BY SJE RHOMBUS,OR STRUCTURES EQUIVALENT;IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM;ENCLOSURE TYPE DICTATED BY Z V' O '_ (1)HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING,UNLESS O= 's LOCATION. r- O OTHERWISE NOTED,SHALL BE PRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC. O OR APPROVED EQUIVALENT.(WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE ¢0 C) w wz INLET=� TO LEACHING SYSTEM=� (5) SE DRAWINGS". SYSTEM SHALL BE DOSED AS INDICATED IN THE"DESIGN INFORMATION"ON O ¢ e THESE DRAWINGS". SLEEVED;SEAL SLEEVE TO WALL WITH NON-SHRINK GROUT(OR OTHER APPROVED LLQ o0 METHOD,I.E.KOR-N-SEAL BOOT),SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC 02 tz ion 0 2 j (4)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. MATERIAL). �n0 10 Z - 2"TEE W/DRAIN BACK VALVE (5)HOA SWITCH,WITH RUN LIGHT ON PANEL DOOR FOR PUMP. (2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED BY THE MANUFACTURER AND AS APPROVED BY THE ENGINEER. (6)VISUAL AND AUDIO ALARMS. (3)TANKS SERVING AS PUMP STATION WET WELLS,AND ALL CONNECTIONS THERETO, < a a a a H 2. 'p, (7)ALARM RESET AND TEST BUTTONS ON DOOR. SHALL BE TESTED AS WATERTIGHT;TEST METHOD TO BE APPROVED BY ENGINEER. INSTALL PUMPS UNDER COVER TO FACILITATE m EASY REMOVAL AND INSTALL JUNCTION BOX (8)LOCATE AS DIRECTED BY OWNER. N N o¢$ WITHIN REACH OF COVER FOR MAINTENANCE 48"DIA.X 67"(200 GAL.FIBERGLASS -� PURPOSES. PLAN PUMP STATION SOLUTIONS)) (9)FLOAT LEVEL SWITCHES FORPUMPANDALARM CONTROL REQUIRED. ^F WITH DUPLEX PUM PS BY SEPTIC SOLUTIONS (10)WATER SUPPLY SHUTOFF AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY). o o < Ea ELECTRICAL SPECIFICATIONS Y 2'0 HATCH COVER SIZING, O TO FACILITATE EASY ACCESS TO PUMPS DURING FUTURE MAINTENANCE r CONTROL POWER 2"TEE 115 VAC Z LLI � 2"RISER WITH CAP FOR LIFT OUT 2 3 I � (!) "T`HANDLE VALVE OPERATORIUST UNDER OPENING, (�)( )( )�(4i� r(5)(6) w W N OR EQUIVALENT(COORD WITH OWNER) REMOVABLE FOR USE WITH T'VALVES,HANG NEAR HATCH I T A LEVEL AILAFIVI NEW RELAY v w i b— (IN CONTROL PANE-) =Ln O a) c O NEMA TYPE 6 JUNCTION BOX \ GRADE TO DRAIN AWAY (7) R } N WATER TIGHT JOINTS(TYP.) $EPIC �EF-LUENT PUMP L2� (230 VAC, LLw P N R WATER ER PUMP � INLET FROM SEPTIC TANK / / / TO LEACHING SYSTEM—> y) LLJ UJ w(q "aJ—Y m "_ /vv TANK STATION (8)(9) J Q>z I E., 1' h 2ND ALARM ON&WATER SUPPLY SHUT OFF \ \ \ j� ��/ \ CO O, W 2"PIPING j/�\/�\/�\/� ��//�� //\�i FORCE MAIN (1) PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD.SURGE ARRESTER SHALL BE ASQUARE D C�~_= pp > 1` Z \/\//\//� ` \//\//� CATALOG 95DSA1175 OR EQUIVALENT AND RATED FOR 240/120 VAC,SINGLE PHASE SERVICE. O LZ Im w Q HEAVY DUTY POLYETHYLENE LIFT OUT Q ad' 67:� \/ \// CORDS(2 REQ'D)ATTACHED TO STAINLESS (2) IF PANELBOARD IS NOT GROUNDED,PROVIDE A 94 AWG COPPER GROUND CONDUCTOR FROM THE If W Z STEEL EYELET PANELBOARD TO A 5/8"X 8'COPPER CLAD STEELGROUND ROD AND BONDED TO THE WATER SERVICE 0 � O ti ALARM ON&LAG PUMP ON �\�\�� PIPING. O �� y/ / 3/4"FULL PORT BALL VALVE (3)FOR SIMPLEX PUMP,PROVIDE I-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS) ~ Q PUMP ON \X(NORMAL\\/� %\j�\ �\\�/ BREAKER OSPA(CE ISIAVAIIABLEAN PANELBOARDSPROVIDE A AMP ULOADCENTERIT C(SQUAREDTYPEONTROL )QOOR IN NELBOARD. 0� Z OPERATING RANGE) 6" /\ \� \� \�, PITLE55 ADAPTER OR EQUIVALENT EQUIVALENT)ADJACENT TO THE PANELBOARD.THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, z < PUMPS OFF FLOAT SWITCHES(4 REQ'D) j / / _ �/�/�/ / < /\\ /j/ / SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED Of 2 EFFLUENT PUMPS /; / 12 � � � � � PROVIDE 2"TEE WITH ABOVE.PROVIDE ATAP CONSISTING OF(2+GND)CONDUCTORS FROM THE PANELBOARD TO THE LUGS _ /\/)4\18 MIN. /\ \ \/\\/� 2°BALL VALVE(N.C.)ON BRANCH ON THE LOADCENTER. Q \ \• \ \ (FOR WINTER DRAIN BACK) w NATIVE BACY.FILL �/ x \ ` � (4)ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLYTO MATCH ELECTRICAL cN \ 4' REQUIREMENTS OF EACH COMPONENT. THOROUGHLY COMPACTED ANCHOR BASIN USING SS CABLE STRUNG BETWEEN SS EYEBOLTS ON BASIN FLANGE (5) PROVIDE(2+GND)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. M IN.(3)6x6 GROUND CONTACT P.T. /\//\� 0O AND 55 EYE BOLTS ON P.T.6x61F REQUIRED; PROVIDE(2)CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. DUPLEX SEWAGE IF REQUIRED;CONTACT ENGINEER FOR GUIDANCE / / �� ` CONTACT ENGINEER FOR GUIDANCE NONMETALLIC SHEATHED CABLE(ROMEX)MAY BE USED.IF SINGLE CONDUCTORS ARE USED THEY MUST / � P BE INSTALLED IN EMT. EJECTOR SYSTEM END6"(MIN.)COMPACTED CRUSHED STONE �\\/�\\/ i\\ (TYP EACH END)(ILATESTO OF REQUIRED) �// (6)INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. MATERIAL ATOP FIRM NATIVE FOUNDATION GALVANIZED EYE BOLT(TYP. SECTION TOP AND BOTTOM) (7)IF RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO HIGH LEVEL ALARM THEN THE 2"CHECK VALVE FOLLOWING SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 ENCLOSURE(SQUARE D CLASS 8501 TYPE X OR EQUIVALENT).RELAY COIL SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING OR SHEET:7 OF 8 FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENT TO CONTROL PLOTTED: 10/23/2023 10:30 AM PANEL AND LABEL ENCLOSURE.PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN NOTE 3 FOR PROPER OPERATION OF RELAY. NOTES: PUMP STATION NOTES: op NEW Y P51-1)PUMP STATION TO BE 200 GALLON DUPLEX FIBERGLASS WITH PUMPS AND (8)PROVIDE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR PY4,X�,HO� 0 1)LOCATE VALVE OPERATORS&JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). LEVEL CONTROL SIGNALS)IN A 2"SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET ALTERNATING CONTROL PANEL BY SEPTIC SOLUTIONS INC. WELL JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW FINISHED GRADE. p� N 2)WATER SUPPLY SHUTOFF TO RELAY TO SHUT OFF WATER SUPPLY PUMP POWER.(SEE ELECTRICAL SPECIFICATIONS) PSI-2)PUMP STATION EXCAVATION SHALL BE EXAMINED FOR EVIDENCE OF SEASONAL TRENCH SHALL BE BACKFILLED WITH CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. - 3)OPEN"DRAIN BACK"BALL VALVE ON FORCE MAIN TO WINTERIZE SYSTEM. HIGH GROUNDWATER;CONTACT ENGINEER FOR GUIDANCE,AND PROVIDE Z 0 ANTI-FLOTATION MEASURES AS SHOWN/DIRECTED. �E. NO.082026 4: �hROFESM0aP 1 RO DUPLEX EFFLUENT PUMP STATION meISSUED FOR ppp�� PE ES,II E.#11 2026 PS 1 SCALE:N.T.S. COPYRIGHT© 2023 EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SAND BAGS LAID TIGHT END END,PERPENDICULAR EROSION&SEDIMENT CONTROL: TO DIRECTION OF FLOW STEEL OR 2"x 2" -- 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETINGESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND - RDWOOD POSTS WOVEN WIRE FENCE Z PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION, / NYSSSESC SPECIFICATIONS DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND �o (MIN.14 GAUGE W/ SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FLpW �24HA(MAX.)TYP. MAX.6"MESH SPACING) OF THE PERMITTING AUTHORITY. Q m4= ON REINFORCED SILT FENCE w k�`s 3)NYSDECTRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN - ESC-2)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE LOG/REPORT BOOK. TYPICAL CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE W ,S HARD SURFACE TIE POINTS PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" =a (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: (NYSSSESC),ISSUED BYTHE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE 3 httP://www.dec.ny.gov/chemical/29066.htmi SECURELY FASTEN WIRE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY "Sc , FEN CETO POSTS& OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK 15 COMPLETED OR TEMPORARILY SUSPENDED,B) Q OTHER ENVIRONMENTAL CONTROLS: SAND BAGS/-�S I►-10'MA%IMUA4+i FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS 2� SAND t]�.7 APPROVED. Q 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NY5 Ow -y EROSION&SEDIMENT CONTROL GUIDLINES("BLUE BOOK");LATEST EDITION ESC-4) FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES CO T y �iLL 2"X2"WOODEN STAKES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE w MPOS p LACED ATI AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. m == 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100�6 OF TANK CONTENTS; FILTER SOCK STEEL OR - MA%.SPACNG10'O.C. z AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST Z = ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: w ESC-5A)WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO ��- V'W W W W W W �1'4" rV-4" LAND AREA,INCLUDING AREAS STOCY.PILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE 4 LL WOVEN WIRE FENCE w SHEET FLOW DRAINAGE I � —I. � MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE Z - <=FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY O O 4k`. 1'-8" L_ FLOW w Z __ MIN. INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS Jw Z EXISTING 8 INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH 7w V AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. ?� O CONTOURS w U) GEOTEXTILE FABRIC ✓o Z Fz ;r 3/4"(MIN.) ESC-SB)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, pS O _ 1 J\ 4"x6"TRENCH L DRAIN ROCK TEMPORARYAND/OR PERMANENT 501L STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED Uw S2 > - ® BUTT BALES TOGETHER, Y Y / 1'-4' WITH COMPACTED BACKFILL i'-4" (IF REQUIRED) WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION w�0 p w o jD I.E.:NO GAP 0Z w 2 MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL u-Z w �. GEOTEXTILE FABRIC STANDARDS,NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE GEOTEXTILE FABRIC WRAPPED O� �O till 8 LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). wU j /-AROUND HAY BALES,AS SHOWN ABOVE ■ "Z \``_- _-'//� i �a ■ NOTES: �0 co in - 2"x 2"HARDWOOD STAKES OR RE-BARS ESC-SC)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD OCTOBER 15TH TO /DRIVEN FLUSH WITH BALE;25TAKES f \ �� / ■ 1)THIS DETAIL IS APPUCABLETO 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(1 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 MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN ! ■ ■ 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 _ MIN. STAKES PLACED SOCK PER ESC-6 ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING m NYSSSESC 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST ) _ z 8"MIN.(TYP.) 10,O.C. VERSION OF THE NYSSSESC. 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 AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATED. N =G @STAKE 4)INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS N T LLI NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT o O E� BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCY. CONTROL SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(5)"AND SUBMIT TO OWNER/ ° NOTES: EXTENDED 8 FEET UP SLOPE AT A 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE ENGINEER FOR APPROVAL. SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 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 MAYBE USED FOR fi)DETAIL SHOWN IS EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO EARTHWORK&TURF ESTABLISHMENT: DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. O "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON Y' 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 2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(180 DAYS MAXIMUM)EROSION CONTROL. BE A5 FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCY.. SILT FENCE STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA � y 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 uj iwj STRAW BALE DIKE LIMITS LANDSCAPING PLAN,IF APPLICABLE,OR AT THE DIRECTION OF OWNER. UD ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH J F Z DIAMMIR SLOPE% (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL SOIL CE:(1) Y ! L (IN.) z 1 s 1 to 1 zo 1 zs 1 as 1 so CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. _� Q IAA C9 e zzs' 1 eon 1 mo 1 so z0 - - cc >_ W zz 250 1 zzs 1 125 ss so ao zs ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE -05`� •W �- FLOW ze ns zs0 Lso �o ss as ao POSSIBLE,ROUTE VEHICLES AND COMPLETE All WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND —W p W c O A `,5�•) C� za 35o ns zoo IN too sa 35 AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. UD<Q z - o. B 4'MIN. az aso .1 vs 1 150 1 120 s so CONSTRUCTION ENTRANCE SPECIFICATIONS �?: O> • w j b 1 ET-4)NO CLEARING OR GRUBBING BEYOND THE CLEARING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN CL W FyOW 1 r+ "LENGTH IN FEET CS-1)AGGREGATE: I— .�- ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). W m ( c" j 4'MIN. C�( ` ` LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK A)STONE SIZE-USE 93 OR R4(1"-4")STONE OR RUBBLE. J<>Z P F t Zo �sn B)THICKNESS:NOT LESS THAN 6". co 5E W •, I, NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH, < O- Z C�z o O 0 A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. w DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. 0 T O '12 oC w ORIGINAL GRADE CRUSHED STONE AND LIGHT LENGTH. DITCH STABILIZATION GUIDELINES CIE Lij z NOTES: RIP RAP 30-50 CS-3)WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL z U O U (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 O: ~ I Z DS-1)0-6%:SEED&MULCH ~0.- 0 A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. fr W AGGREGATE: CS-4)GEOTEXTILE: U' A TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. - - W Y EROSION CONTROL MATTING O 1 Z 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. /-6" THICK ) ED (E 2)6 10%:SEED&MULCH MODEL: 30 ERAS O VE OL z _ / (SEE NOTEE B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) H 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. C)FABRIC SPECIFICATIONS: < —r LIGHT DUTY ROAD=MIRAFI IOOX OR APPROVED DS-3)10-155.:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING 4)SEDIMENTTO BE REMOVED WHEN 25%OF THE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) in HEAVY DUTY ROAD=MIRAFI 600X OR APPROVED w 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES 'a EQUIVALENT to DS-4)15%+;SEED&MULCH W/PERMANENT EROSION CONTROL MATTING N SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. 3o WIDTH: 12'-24' (EX.NORTH AMERICAN GREEN MODEL:PSSO OR APPROVED EQUIVALENT) a (SEE NOTE) CS-S)SURFACE WATER: OR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) O ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALLBE PI PED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL 5:1 SLOPES MAY BE CONSTRUCTED STONE EARTH DIKE L CS-6)MAINTENANCE: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL CONTROLS OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT S5.1)0-25%:SEED&MULCH TRACKING OR FLOWING OFSEDIMENTONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENTCONTROL FOR CONCENTRATED FLOWS) GEOTEXTILE: PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR 10' MIN. SS-2)25-33°i6: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 5758N OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (TYP (SEE NOTES SHEET:8 OF 8 CS-7)WASHING: 55-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIORTO ENTRANCE ONTO SLOPES PLOTTED. 10/23/202310:30AId 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 TRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES OF NEW Y CS-8)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL:SC1508N OR APPROVED EQUIVALENT) �F�'q•.R U•HA�� CONSTRUCTION ENTRANCE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN SS-5)100%+:CONTACT ENGINEER FOR GUIDANCE. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) 'P N0 Fv .082026 4`i EC1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx nPOFES510�P (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) R BERT U.H LMES,IT (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL P.E.#062026 "BLUEBOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) c ISSUED ..�1 OR CONSTRUCTION1 CO1c>aoPwGn c©.Hnou3ss4 "t jn�Iavn n�rzn�.nm�o�rN.Is oo �rrT SEPTIC DISPOSAL PERMIT Office Use Only APPLICATION Permit#:` -- u 5 ' '1 - 2-0 23 • loan ofCZireensbury 1" Permit Fee:$ 742 Bay Road,Queensbury,NY 12804 Invoice#: 6 b�Z P:518-761-8256 www.queensbury.net ®CT 3 0 2 ptic Variance? �S ,�0 toy), Ze�J --- Flood Zone? No TOWN OF QUEENSBURY BUILDING 21 CODES Wetlands? No Reviewed By: ItA S Project Location: 10 Highview Road Tax Map #: 239.15-17 , 1-5 — 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 5 110 550 Installed? (choose one) X PARCEL INFORMATION: Topography • Flat Rolling Steep Slope 0-10 % Slope Soil Nature • Sand ❑ Loam ❑ Clay Other, explain: Groundwater At what depth? N/A Bedrock/Impervious material At what depth? 13"± Domestic Water Supply Municipal Well ■ Lake (if well or lake, water supply from any septic system absorption is >250 ft) Percolation Test Rate: 7.5 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1500 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub 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): Arthur Norton Mailing Address, C/S/Z: 15542 County Road 72,Warba,MN 55793 Cell Phone: 218-259-3414 Land Line: Email: artnorton12@gmail.com • Primary Owner(s): Name(s): Arthur Norton Mailing Address, C/S/Z: 15542 County Road 72,Warba MN 55793 Cell Phone: 218-259-3414 Land Line: Email: artnorton12@gmail.com ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): Morning Star Excavation&Septic Contractor Trade: Licensed Waste Hauler Mailing Address, C/S/Z: 59 Blanchard Road,Gansevoort,NY 12831 Cell Phone: Land Line: 518-793-2290 Email: morningstarseptic@hotmail.com **Workers' Comp documentation must be submitted with this application** (Workers' Comp form on File with Town) • Engineer(s): Name(s): RU HOLMES, Engineers, PLLC Mailing Address, C/S/Z: 12 East Washington St.Glens Falls,NY 12804 Cell Phone: Land Line: 518-792-2907 Email: tjarrett@ruhengineers.com Contact Person for Compliance in regards to this project: - Cell Phone: Land Line: Email: . 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. PRINT NAME: Arthur N on SIGNATURE: - ) DATE: 7/24 2--� Septic Application Revised July 2022 w.#�t'' TOWN OF UEENSB URY �� Q 742 Bay Road, Queensbury, NY. 12804-5902 Septic System Checklist qtei5 Plan to scale ,e,_5 Received Deep hole perc test results from engineer/Architect if applicable(Town Ap proved Engineers and (11 rchitects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) CI`C.ISAll wells on property and adjacent properties shown Water line shown Municipal or well 10'separation to any part of system Setback to show 10'or more for any property lines part of system VG��4cibg3----,K �,.eist, —' Cli/5Septic tank and pump stations 10'from foundation, 50'from any well/lake/wetland, 10'from any waterline .Septic 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) f'Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 10 Leech Field 20'from foundation 100'from any well 10'from water line ' /Seepage pit 150'from well 50'from septic tank N/A Seepage Pits 3-times diameter apart 1// 5 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland (S Distance from bottom of trench or system 24"to bedrock or mottling 3fi_'within 1000'of Lake George J ll = (1'� Leech field 100'from watercourse or wetland Ec►Ord cep 7-C�., ate' ,v,›Toe of mound or bottom of retaining wall 10'from property line, 100'from well,20'from foundation Provide Engineer/Architect stamp for bed or design systems I`r-b Department of Health Approval for3all mobile home park new systems Flood Plain requirements 2'above established flood elevation to bottom of system /LP All tanks anchored or 2'above flood elevation A-4- Ik 4 i ) c� - . .. . . , . . • •. , . • , • . • • • ' • . """------....—=,-----........_„„„.„„ ,...,..,........,. ..-=i „.._ m _ E Lcwjt E- ii • . . • g NOV 0 7 2023 ) . • TOWN OF QUEENSSU SLIILD/NG&CODERYS , • ''4 •:::: ••• • • ; • COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 1764 Doe Rao Road-Malawi llll PA.17545 • . •-. .'.::ZZO • i ': .:;F:•:4,4 • . ::.1:4 ':' •.1.:v It: ! •MUNICIPJAL CERTIFICATE - ELECTRICAL APPROVAL :xi):... • ! !• •!. :„ i,:k,s.1 It:k• • • . ; :.,.. . • ,. ..,4 • ; Perriiit No..,,,,,,,,.„:..,.,..,„..„.,.. ,,,,,,•Cert,N 0 50 1 8.3 (-...61.,.i.,card No : • 0.6•.' • . •: Owner.,,,,, Ara....7 4...-Icez.7e9.ci • . • 4.,i1,•!::.•:'' • t •:.,::,:t. . .. • Locatio . ...,. ' n /0 Al.i Csi.eiie4,„e 4/7_, • • •14,11'. • - . , • i Qg .k,,•,,,:,;. . P.:.1•;: • • , ingtailation consist:mit oi . . •.: .0.•,0 . 04.;',.; • , . 4..4•••27-; -.- io0. ,s/._r.e.c....:.--- . , • ' . dr!,' t,:..,... . • ..., Insti • ,,,; •Vil. • fflod B V..............................p„(,./Aff—rs... •--r-'r 4:02 4,4-044 .6.—"' Lie. NL.,.• _ , i i'i• ..:i•;•01 •••.v.:::.: Tho condition istalowing g(tined the issuance of this certificate..and any certificate previously issued is i . cancelled:• . i . • i, ••:141 This certificaiv tvly !..•overs the electrical equipm'ent and installation conditions Oa of date. Upon the introduction of additional equipment or altemitions,application shall be promptly made for inspection. ••• t'it,! tz;,;..41,:,.• InspecroN.t,:f.tilts Compan shall have the privilege of making inspections at any time, and it its i, • .:' ,1..1 ts.,,;••.,- ! rules are violated,the Company shall have the right to revoke this cercate, • 'i 'TA, • „:,..0,, il •-0,;,.',.z iii.:. .: . ; ./ ; • l'...`111 li..&k..:.. • . : Date !/- 4 -4,.3 INSPECTOR.,„....977--V6.:".•,..-1.41;-- . '• .1.,• •;;.•4,,,, ,„:f••••1 WL!'• .• . • • f .1.1r:;11 • Member INLF.PA,, T13 3919'd oiawnw NOd 178SI85L GV:ZT EDE/LO/TT Z - w - CHARLES E. NORTON REVOCABLE TRUSTREPLACEMENT WASTEWATER SYSTEM < w Q = w o�d omP„ TOBOLTON L,ti,a 10 H I G HVI EW ROAD _- aa.. TOWN OF QUEENSBURY, NEW YORK W c -- :.. GENERAL NOTES' o C G z LAKE - G-1)AERIAL IMAG ERY AND PROPERTY LINES/INFORMATION OBTAINED FROM WARREN GEORGE °°"'1 COUNTY COMMUNITY MAPPER.SPECIFIC SITE INFORMATION DEPICTED HEREON BASED ON o,nao„ LIMITED FIELD MEASUREMENTS BY RU HOLMES ENGINEERS,PLLC. w _ - SITE LOCATION Z - � O _ G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG p m SAFELY NEW YORK(1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS, ~ > -- LOCATION AND ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES 5HALL BE REPORTED TOTH E OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOTAS INDICATED. i "a` N c sny�iae a 2Q(31�rn1Rie1 R1 a a a a a a W g<a LAKE .TO GLENS FALLS GEORGE m " ^°" "2461m1 IL In.R'1r ;oy 26 ISurn Ridg.1 N I�LOCATION PLAN 2a9 i6--1.3 0 o gc SCALE:N.T.S. R.d* R 234 t !-11 h9AD• •1�' � 11 Tyr Li r %7ar 1 d Fmk 2N if<1 rvl.av 14 1 0 v4 7&i�,koJ,l'r U'r 1. �'9 15 -93 VJAIR NA SH LLVIIJG TRU57,btAR1AM rk @ In p)A 1 by a+W 111 7- PROJECT SITE: LEGEND: TAX MAP#:239.15-1-17 ui NEIGHBOR:JOSHUA'S ROCK CORP v' d TAX MAP#:239.5-1-16 r J Ighv1 R J CD w w LINE TYPE: � w A ilghvt R. LU H- ' IA Hih R.I NEIGHBOR:REALTY TRUST AH JACKSON HIGHVIEW wCO Y EXISTING 5TRUCTURES/OBJECTS/UTILITIES TAX MAP#:239.5-1-18 Q(j p c O SURVEYED AND OR FIELD VERIFIED' '6/° - 2�JIgIrv1 w I2H I EXISTING STRUCTURES/OBJECTS/UTILITIES NEIGHBOR.JOHN LYNCH 11" 1. A3 ;-79cP,lldEl s,I�ATTH v U� w NOT VERIFIED BY SURVEY OR - ----- - -0% I- O FIELD DOCUMENTATION: TAX MAP#:239.5-1-15 �r Q Q Z c °� PTO PROPOSED STRUCTURES/OBJECTS/ PROPERTY LINE: -- -- ," J LU C J Qn w vJ �._ .v _ i r s E, e. �a Z I PROPOSED MAJOR CONTOUR LINES: 100 ,B9 &E ^•� w^ """ '" 'd Q C7 W Lu su O PROPOSED MINOR CONTOUR LINES: -------99----- - pyk uj SEP u ( Ip- 2023C Z (�' ) �ws 4 C O EXISTING MAJOR CONTOUR LINES: 100 k > \ EXISTING MINOR CONTOUR LINES: --- -- --99- - ----- (� F _�4 -1-2 SEEL E E T'ATE EL4'JY I G i G p LLJ Z > G b Z U v N TREE LINE: I I� G O r SHORELINE/STREAM — f ac 121 G F 1 d 71 rl /t":aaV Z L a d S 1—CL o SWALE. Cc w i5I III Pmr bP r 2 m 11 i A.r,FlJ — IOSHUA'S ROCK CORP. '+ Yf)/,� �..,,_.,.....,.. ,.,, ..w,. . ...,., r.. .., w Z FENCESCHAINUNK,WOODEN: X X C) C) - t!/'' � m Z I SYMBOLS/ABBREVIATIONS: + I 2 In41i la rack Rd �� POTABLE WATER PW ,. �- FIRE LINE FI RE 74 lnda In I mck R GRAVITY SANITARY SEWER SA-G �� I lR tili onf.wl w N PRESSURE SANITARY SEWER SA-FM STORM SEWER ST GAS LINE GAS OVERHEAD POWER LINE OU-P COVERS H EET OVE RHEAD COMMUNICATION LINE 0U-C SITE SETTING PLAN UNDERGROUND POWER LINE UG-P SCALE:SEE GRAPHIC SCALE UNDERGROUND COMMUNICATION LINE UG-C SANITARY MANHOLE OS FIRE HYDRANT UTILITY POLE -D, GRAPHIC SCALE STORM MANHOLE QD WATER VALVE pQ LIGHT FIXTURE G 200 0 100 200 400 800 CVR 579-2063 REVISION INDICATOR:® SUB-CNDICATOR: 13 23 .15-]L-17 �� SHEET:1 OF 8 (IN FEET) PLOTTED: 09/12/2023 2:30 PM TEST HOLE:® TPIt POND INDICATOR:A jqorton, Art 0 NEW PERCOLATION TEST:® PT# REACH OTE INDICATOR: 1R 10 9hview Rd SEE DRAWING#FOR NOTE Septic Variance P�.K U. HOp NOTE REFERENCE TAG: NOTE:G-1 h o��' Cl Alteration .- 1 DETAIL k Z� +a DETAIL REFERENCE TAG:� �vn N0.082026\A 4: Dl SEE DRAWING#FOR DETAIL "'OFESM ROBERT U.HOLMES,II SECTION CUT DIRECTION P.E.#082026 D1 A SECTION LETTER41 �m� COPYRIGH70 2023 SECTION REFERENCE TAG: NOFOR _ __ = wirsss.uss�.sHruss SEE DRAWING# COri = - - ,fir:w.101 c1 rris sacuusNr FOR SECTION --A-- GENERAL NOTES: -- G-1)AERIAL IMAGERY AND PROPERTY LINES/INFORIVIATION OBTAINED FROM WARREN COUNTY COMMUNITY MAP;DATED 2022 SPECIFIC SITE INFORMATION DEPICTED HEREON BASED ON LIMITED FIELD MEASUREMENTS BY RU HOLMES ENGINEERS,PLLC. ' r Q G-31 CONTRACTOR TO LOCATE EXISTING UTILITIES PRIORTO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK (1-800-962J962)AND RECORD FILE t!.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. w i _ w p� i' N w rli a' June07,2023 SUBSURFACE INVESTIGATION m - /, APPROXIMATE LOCATION OF jJr J f�la;�y 0 1P w z�" EXISTING WASTEWATER DISPOSAL � /1 1 � '��' v witnessed/performed I RU Holmes Engineers, PLLC w -<, SYSTEMS TO BE ABANDONED L ��f ' JO"0„ ��(� � / �1 0 c? TEST PITS w 9 III 6l W;4 0 TP NUMBER DEPTH SOIL DESCRIPTION Z �3� - TP230607 Ol 0 11"Dark brown very fine to fine sandy topsoil w/Race silt 0 _ 11"-16"Reddish brown very fine to fine sand w/trace silt and coarse sam - 1 16"Bottom of excavation p Shovel refusal on nested cobbles/bedrock.No evidence of O -- D I! ,0 U E ,, ' FL EX `'✓i'", groundwater LU 't o %L�✓/� '/'; ' q'�,,,,.:�Jlaf.` '-'-1� 4, �, ; /,t %�i,. rA hGIFROO S fir, r 1!„ , f " ro eto fines Darkb wn veryfin sandy topsoil w/traces(Itand m N TP230W7-02 0-4" ,Js coarse sand � Ugh[brown very fine to fine sand w/[race silt and coarse sand _ 4"-15"& ravel m Shovel refusal on nested cobbles bedrock.No evidence of 2,c w P=E ¢ � See 'r / / r / i l l(� ✓ lj�'1��1 � ',; „� ,F>) I r groundwater � i r l r Hr e/ Dark brown very fine to fine sand topsoil w/trace silt and =e> N Y P ir; /�� /�'/r"/✓" n/%-1'"%�r�'i"" i ,,,��I� " ' r rl„ '�i « `S FI' j" Illl TP230607-03 0-'+°coarse sand and roots throughout I 3"-13"Reddish brown very fine[o fine sand w/trace silt and coarse � w - i sand&gravel � ✓j �i/e �1 �% E 13"Bottom refusal on on �o Shovel refusal on nested cobbles/bedrock.No evidence of groundwater ><. TP230607-04 0-6"Dark brown very fine to tine sandy topsoil w/trace silt 6 �! � U t 29"B-29"Light brown very fi ne to gravel w Z Bottom of exovation Shovel refusal on nested cobbles/bedrock.No evidence of f��r "✓ 1! // /r,,,ty/' %'/!ir groundwater Cn � W W / " t TP230607-05 0-8"Refusal on rock fragments @8"t <>- 0 PERCOLATION TESTS F—� o w z c PERCTEST lF DEPTH SOIL DESCRIPTION �<<Z w cw Veryfine to fine red brown sand,w/trace of silt, W Z I, n PT230607-01 lY' trace gravel&cobbles W w CO m a- .0 Stabilized percolation rate of 1 min 28 sec Z LU CO : ,f, LD w (; .. b I—=d P > O PT230607-02 14" c Light brown very fine to fine sand w/trace silt, O Z .0 ,,. v, EXISTING OAK TREE TO I f rill o i O " + coarse sand and gravel � REMAIN UNDISTURBED W Stabilized percolation rate of 7 min 35 sec rr U O �! U ( ' 4�0 TP 230607 04 v;EYISTING OAK TREE � H(1 �O � l� ��S e'TO BE REMOVED r r 0:W 0 b/ l 6 Q � 'VPT 23060702 ', Occ: Z TP 230607-D1 ,✓,r Z z EXISTING I BE REMOVED OR REMAIN AT TP 230607-03 APT 230607-01 / 11 —FIC i� TP 230607A2 f 1 ✓� TP 230607-OS / / EXISTING CONDITIONS �1 ,ro /?y ' fir✓ ' i r SHEET:2OF8 1� PLOTTED: 09/12/20232 30 PM 1 pt:NEW r U.Hp� 0,flF (�EXISTING CONDITIONS PLAN m P G SCALE:SEEGRAPHICSCALE ,`r0 NO.W2026 y n'4OFESS1O�SP GRAPHIC SCALE ROBERT U.HOLMES,II 0 P.E.#082026 �� FOR CONSTRUCTION � coa al cev�av eHT© R2121 (INFEST) nuc..rvs_z Aso-s soocLru�n ervciwera�is-1-1. r G i � "EUEN"DESIGN&INSTALLATION NOTES 5 l 1) THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"EUEN" NEW YORK DESIGN AND Z INSTALLATION MANUAL. Itt! ! N! r q fl I , in A.. !' F 2) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER. � og 3) ORGANIC MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS. � " �' 1 �J i'�� "O"% f //� PROPOSED 1,500 GALLON PRECAST 4) THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS FOR THE SAND. Er REPUTED LOCATION OF � DRILLED WELL � � � � �+yl�F �!� WD CONCRETE SEPTIC TANK;PROVIDE a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDED TO PREPARE THE SOIL FOR FILL PLACEMENT. Q �.! - r Y.. f NSF EFFLUENT FILTER ON OUTLET E- lff b)SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT. W -� m3� 5) FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS. ALL FILL MATERIAL SHALL BE 0 CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE GSF SYSTEM. EL rZ 6 ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A 0100 SIEVE AND LESS THAN 5%PASSING A P200 SIEVE O i u IIIII V �117� SHALL BE PLACED BELOW AND AROUND THE GSF MODULES,WITH 61NCHE5 MINIMUM UNDERNEATH AND 6 INCHES } dal=(� I I" -NEIGHBORING HOUSE WITH r MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS.IN BED SYSTEMS,USE 6 INCHES MINIMUM � �- �= DRILLED WELL WATER SUPPLY I 50'M1NIMUM `II ' !!� UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM o] v V If rr4ir') +!"Lr ! O„ .udF 1Z+�,1�/F" AROUND THE PERIMETER OF THE MODULES. z +q TANK SETBACK p", ,� l p F J. Z 7) USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR w -- ( 35 OR EQUIVALENT TO THE TOP OF EACH GSF MODULES. Q - 5i 8) EUEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC C - '(.��l 1, s'1,PROPOSED DUPLEK 1 ➢�' /+ +, r ",Tp/�� /7 �l y/�Fi/,�i i) [� AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. FABRIC SHOULD BE NEITHER TOO LOOSE, Z NOR TOO TIGHT.THE COKRECT 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 � THE COVER FABRICTENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. S Z = u � O • PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORMA MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OFTHE PIPE.REPEAT THIS STEP MOVING DOWN THE PIPE. F- u^ III, li t' / l O W �3� 9) BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A T 41NCHES TO 6 INCHES i � d �/ �/li,:, � l f ' ! ,I) I�JE ✓'d� � �'G RO S F,! f.:; '°/l,, V � �j i MINIMUM DEPTH OF&INCHES OVER THE GSF MODULES AND FINAL COVER FOR VEGETATION OF tz O _ OF CLEAN LOAM. 03 �k m 10 FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFF FROM THE SYSTEM. m k a F, j 100� f! / /, , r✓r�nl�f rlr - r ,� �N,;l ', i f��/01, ,,,��i/ / 1xr N F !/ d ) M PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE. " , iFtyq� l II r, 11) FOR PUMPED SYSTEMS, E I WHICH IS MORE THAN 18 INCHES BELOW FINISH GRADE A5 MEASURED FROM THE TOP OF THE MODULE < <1+ i,�JY f �i.xl. ,,, "" .',",i„,l,„',, + :, '.„, l�fj, ,,,. F JJ Fie•�i /l�:j/+/// rr% %r.. %F (.., r / � ,. 12) ANYSYSTEM E SHALL BE VENTED. -! �m T ACKHOE WHEELS OVER GSF MODULES WITH LESS THAN 12 INCHES OF COVER OVER THE DISTRIBUTION 13) DO NO DRIVE EB r.., (? m as ,sr r// /�Y 1+;� ,.l,i 1„ e,',./� �•r (fr r /�✓�i,;;• r F i,�{ ii I,,otr Yi� ✓l,%? y � � ! s ", !,.,, ,;,eJ/ ,,✓� tt l ,,,, 1!/.i{I��FF,,f,I ! ,�)�,;L% v. ), py ,,, ,. �j!� �,, PIPE. DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA 15 PROHIBITED. FOR SHALLOW INSTALLATIONS, �=t LIGHT-WEIGHT TRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE. IT 15 ALSO PERMISSIBLE TO N 0 BACK-BLADE THE SET FINAL R PERIMETER LAN RECOMMENDED MUMCOVE . EE w r, ) I (I a u I I LOCATE THE SHALLOW BEDS,THEREBY KEEPING VEHICLES OFF THE SYSTEM. � Q 14 SEEDING AND STABILIZING THE SOIL IS REQUIRED TO PROTECT THE SYSTEM FROM SOIL EROSION. ) o o �s 5k fr r ! Wastewater Basis Information � w g z PROPOSED 2"Ur FORCE MAIN 3'4 '! +�( + A I ill,lgr'�' I' r own a : of Tox sbury County IState NYS Dept of Health&Lake George Park Commission W Watersupply CO w Norton Estate Existing Lake Water Supply J I— w AdJacerG Neighbor.Existing lake Wafer Supply �>- I�. on (7 I✓ ,L,,: y r (n O Wastewater Flow I U� >- 5betlrodms x 110 9Pd roe§bom(posf 19g1 watersaler futuresIred) � ID = 550 gW design tow �F— O w c � A RAISED/MOUND jcl l� 9n a LEACHING SYSTEM J. Primary O sm N Septic TanK� 1500 gal tank required for 5 bedroom residence �� ( � RETAINING WALL T "'l' y f�P NEIGHBORING HOUSE WITH �� Vi (�I��u` L O a Presided 15W gal precast concrete septic tank F_F_3: (! I �j 1Y TE WATER SUPPLY Ir ! (w/NSFappaled residential effluent Alter) W U)W m r SecondaryTreatment J Q>Z E r. �n Le; Deuce Ellen GSF 643 m> SL r; or / BASAL AREA i ; �, r I/ + VJ( rl mg I (�) Q>O W O Z 650+SF %� all r (f � fi II -E])en B43 GSF units utilize NSF 40 pass 1 Compllard ETU Technology F-2: ; 5 "} I Leaching System Sizing 0 Z o O O Existing Sol]Percolation Rate 5to10 min'irchstabilizedpercdalion rate L �O d Fill Soil Percdallon R�.e= B to 10 mlNirxh stabilized pen:dailon rate LL _ w Modules Required 550 gpd 1.17' = 470.1 sf(min.) Ir L Z ' r; 470.1 sf(m]n.) > 6 A eque width = 78.3 a.(min.) Z C..) O '� V I '.� 76.3 A. � 4 laterals = 14.6 Rllaleral IS I� i IJ' / sr; F FOR LEACHING SYSTEM �° I�F 19.6 IIJIatE rounded Uptb: - 20 Il.11algal O L Cr 1 O Bed Area Ragd: 20 E.lron + 2 R.(end sand) - 22 ft./length O L z �" �, .,✓ ( f f rr. 470 sf(min.) = 22 ft.Ilotal bed length = 21 IL bed width z .i, X Z ! r r rl Jtt .I r r%>•" i n / ,y). wl id; f,r 'FUEN'Replacement System Application Rate Basal Area: T1911 3 Requred. 550 gptl I t17 gpdsf= 470 s(min. uN�ff "ir 3 SEE SHEET WDl FOR ENLARGED e O�j��J puv"I PrWde-d 650 tsf < Effluent Dosing0stdbution w (APPROXIMATE) ! �! Pumped dosirg to distnbtdion box;Gravity distribution to El)en bed(4 laterals)Ma disli bu tion box l �1 r WASTEWATER � + --DESIGN OF EUEN DISPOSAL SYSTEM USING EL1EN /fr L, / �+J � /f�l PLAN WASTEWATER VARIANCES REQUESTED FROM THE '? a IN LIEU OF NYSDOH APPLICATION RATES ++ ��IR I � 'i TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH f !F � VARIANCE: REQUIRED EXISTING I PROPOSED I WW HORIZONTAL� SETBACY.FROM PROPERTY LINE �� I' .�d P I ,��JY�T�� p , l 'r ) p HORIZONTAL SETBACK FROM PROPERTY LINE TO DISPOSAL 5.5'± / /X; TO DISPOSAL SYSTEM TOE OF SLOPE:5.5'± ,� J ,� �/" l) 10' UNKNOWN SYSTEM TOE OF SLOPE(NYSDOH W W DESIGN TABLE 2) (TOE OF FILL) SHEET:3 OF 6 PLATTED: 09n2/20232 30PM DESIGN OF EUEN DISPOSAL SYSTEM USING EUEN SOIL 2) REPLACEMENT SYSTEM SOIL APPLICATION RATE IN LIEU OF NYSAPPL_RATES N/A PERMEABILITY OF NEW� NYSDOH APPLICATION RATES (K) P�Qt U.Hp(�,per 3 J WASTEWATER PLAN SCALE:SEE GRAPHIC SCALE i2 NO.Ot12028 4`i OFES310��Py GRAPHIC SCALE ROBERT U.HOLMES,11 2p llflfl0 1 O 20 a0 so P.E.#062026 e � � o con ___COPYRIGHT© 20 (IN FEET) _T By a uc_ns_o-a-- av rws oocuMe., LEACHING SYSTEM INSTALLATION: _- /• / Se Ll. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481,NYSDOH,NYSDEC,AND Z w3 OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. 41 DRAINAGE SWALE BENEATH L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL "5CE BOULDER RETAINING WALL; n✓'sp�. FOR RE-USE.CONTRACTORTO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER, w 5` 2"0 FORCE MAIN OR 3.4 d TERMINATE SWALE IN ROCK Yj„ry• L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF OC S3 FILLED SUMP " =,,i"- GRAVITY SEWER lND EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. �_a L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR � LOAMY SAND)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, _ .. u ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. N 9 7 fi� PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR EXISTING SYSTEM FILL:WELL GRADED "p [C / DRIVEWAY / y PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO SAND AND GRAVEL WITH AN IN OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. PLACE PERCOLATION RATE OF } BOULDER RETAINING WALL 8-10 MIN/INCH L5. 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. co _ L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE Z =_ BASAL AREA:484 SF IN LEACHING SYSTEM FOLLOWING COMPACTION PERCOLATION TEST(S)TO VERIFY FILL SUITABILITY w SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION FAILING TESTS 0 y SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF L� �• FAILING SOIL ARE IDENTIFIED, FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. dk` 1 L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON WD DISTRIBUTION BOX -__ % THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE 'o _ c� !Z 9 ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR w Z 'D OT INSTALLATION,AND WHERE FILL MATERIAL 15 REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE 03, 4"0 PVC PERFORATED GRAVITY LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR 0 S2 'r, DISTRIBUTION PIPE,TYP. DIRECTLY ON 12"MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. p w o'o L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON.VERIFY THAT SYSTEM IS In _ • / S vI uJ 6 AT CORRECT ELEVATION(S)USING A LEVEL,TRANSIT,OR LASER. m / L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: - /, / / • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERCTESTS AT SOURCE. k ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE a a a a a a w _ �q0 65 REMOVED IF REQUIRED FOR SITE PREPARATION. OQ S\. • REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. • EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY);EXAMINE SUBGRADE FOR POOR(SLOWLY PERMEABLE)SOILS,BEDROCK:,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS o o E�OO MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY w S�Oe 6S ENGINEER. rn Q \ • SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF - SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE \ LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. I / "EUEN"GEOTEXTILE SAND s. • PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND FILTER(GSF),BY"EUEN" s',r, `P' \\ / APPROVED,TO REQUIRED ELEVATION. O CORPORATION;LATERALS FG \ 6S \ / \ / TO BE INSTALLED FLAT F' �' • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. Z 2 0 10'PROPERTY ./ FF • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. O LINE SETBACK \ ' • BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL LLJ J 6+ LIMITS OF FILL �'y \ p0 Cf� BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO T/) N (APPROXIMATE) g tiOaEP THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE LU LU H �SCYT'�P� ti00C,t„ SON SOILS. [[Cn Y w JFC� OOJ GAS p�PPF. CROWN THE FILLTO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM =U) C \� LIMITS OF EUEN SAND \S�J��CL` O'D SP�pO�� /' LOR SILTY LOAM ITTLE INFILTRATIONPOFIL,CAP AS PRECIPITAT PRECIPITATION). ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT U W w SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. (~j)Q Q z C 3:LLJ CC¢ �� N 65 / Ozo0 i� O O>2 "0pLLJ w °_- % [r LLJ Z I a / o g o ®� Lj Z 5 `1 F-0- lOO o_w O cl- I= z z I = j- —FRI i w 1 LEACHING SYSTEM 'ELJEN' LEACHING SYSTEM SCALE:SEE GRAPHIC SCALE SHEET:4 OF B GRAPHIC SCALE PLOTTED: 09/12/2023 2:30 PIA 4 0 2 4 8 16 QF NEW Y (IN FEET) ��PZ V'HO �I�'D a� 140.082026 a` FGAROFE59\O�Py ROBERT U.HOLMES,II P.E.#OB2026 NOT . CONSTRUCTION con ��rwOn."D'AA a"" a c3 rr.ls =�LDDCUM SI�EX:Z-TBYA LID-1—ENCInEEa 11 Ur:'.aw L LEACHING SYSTEM INSTALLATION: -_- Ll. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F481,NYSDOH,NYSDEC,AND 0 Z �S OTHER APPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCK PILE TOPSOIL 05 FOR RE-USE.CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. II� a 1-3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF Q EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO START OF CONSTRUCTION. a L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR 3 - PLANT/SEED ALL DISTURBED AREAS WITH A LOW "BACKFILL"OUTSIDE OF SYSTEM FILL LOAMY SAND)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, �3 MAINTENANCE GROUND COVER.MULCH AS REQUIRED UNTIL MATURE GROWTH 15 ACHIEVED AND ATOP SYSTEM.;NATIVE SOIL ETC.), PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. oNv AND/OR BANK RUN SAND AND GRAVEL PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR 3 ov? "EVEN"LATERAL, PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO ° GEOTEXTILE FABRIC AROUND THE SILTY TOPSOIL TYP.(4) TOP(OVER THE DISTRIBUTION OWNERAND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. } 6"(MINIMUM)COVER ' 21'TOTAL BED WIDTH PIPE)AND SIDES OF"EVEN" L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO tr - OVER EUEN UNITS LATERAL,TYP. THE LIMITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. .0 _- O.C. Z —2' L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE _ (TYP) ' EUEN SAND(CONCRETE SAND; IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TEST(S)TO VERIFY FILL SUITABILITY w r BENEATH SPECIFICATIONS)MODULES) was BENEATH EUEN MODULES) SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED THE PLAN AND/OR SECTION. FAILING TESTS O LL-5 SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF w �° SLOPE: 2'H(MAX.):VV / / / i // /////// / / FAILING SOIL ARE IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. k. / L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON 3 s / // BOULDER WALL THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE L'WL / ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR I Z _0 ^�f u - f ,J1f `,j ) P•. .q• - '- i,+' RI�„(q i Nan fNrEd INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE Q DRAINAGE SWALE / t 1P - DIRECTLY ON 12"MINIMUM OF IN MATERIAL AND NOT ONUNAT NATIVE SOIL EQUIPMENT SHALL BEAR w / c='o BENEATH BOULDER WALL 1 -t ".�, l_ f uh , L8. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER C] 5�- _ MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON. VERIFY THAT SYSTEM IS w EXISTING GRADE AT CORRECT ELEVATION(5)USING A LEVEL,TRANSIT,OR LASER. y3'TYP- �-1 \ \�\�\�` L9. SEQUENCEOf CONSTRUCTIO N TO BE AS FOLLOWS: %// �/j��jj �� \� FIN D FI ILL SOU RCE AN D VERIFY SU ITABILITY WITH PE RC TESTS AT SOU RCE \/\�/\ /��/�/\/��/ ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE a a a a Q a > B=° BASAL AREA w _ a �/� REMOVED IF REQUIRED FOR SITE PREPARATION. H (SEE LIM ITS ON PLAN) L EXISTING GRAVEL • REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENT ON THE FINISHED SYSTEM. " PREPARATION NOTES DRIVEWAY GRADE LEACHING SYSTEM Ll-L9 TP0210923-01 BOTTOM OF HAND DUG "SYSTEM FILL":WELL GRADED SAND . EXCAVATE TO DESIGNED SUBGRADE(IF NECESSARY); EXAMINE SUBGRADE FOR POOR(SLOWLY N P WDl Q -r HOLE(REFUSAL ON NESTED COBBLESS) AND GRAVEL WITH AN IN PLACE PERMEABLE)SOILS,BEDROCK,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS \ SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF 5-10 MIN/INCH MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY w �` ENGINEER. Q • SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF A SECTION THROUGH 'ELJEN' LEACHING SYSTEM SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOT TRAFFIC. Y WD1 SCALE:N.T.S. PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND 0 APPROVED,TO REQUIRED ELEVATION. >- • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIAL TO CONFIRM DESIGN RATE. w • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. i� Z • BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL W L BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO Tn THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE W LU v> SOILS. �� Y w • CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM =>- O AQ C9 OR SILTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT } W� LITTLE INFILTRATION OF PRECIPITATION). W R N • SEED/PLANT,AND THEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. C/)Q Q OI a PLANT/SEED ALL DISTURBED AREAS WITH A LOW "BACKFILL'OUTSIDE OF SYSTEM FILL >0} MAINTENANCE GROUND COVER.MULCH AS CIC AND ATOP SYSTEM.;NATIVE SOIL CE JW REQUIRED UNTIL MATURE GROWTH IS ACHIEVED AND/OR BANK RUN SAND AND GRAVEL ~1--3 W Cn W UJ d _ N "EUEN"LATERAL, J Q>Z �,p(4) GEOTEXTILE FABRICAROUND THE M>=w SILTY TOPSOIL TOP(OVER THE DISTRIBUTION Q> 0 w p�q"z"'" '0" Z 6"(MINIMUM)COVER 22'TOTAL BED LENGTH ._ PIPE)AND SIDES OF"EUEN" U z O 0 �I`b/O w ) 0 OVER EUEN UNITS LATERAL,TYP. r ILLJ I 20'TOTAL EUEN LENGTH O WEUEN SAND(CONCRETE SAND; �W O I j SEE SPECIFICATIONS)(MIN.6" C) U N Z O // / / SLOPE BENEATH EUEN MODULES) O� Z --SLOPE/ / / / / / �/ _ / / rrw O z 3 — — J., EXISTING GRADE WASTEWATER DETAILS BASAL AREA IMIT SEE L 5 ON PLAN) LEACHING SYSTEM Ll-L9 \ PREPARATION NOTES WDl `HOLES0923-01(REFUSABOTTOM OF HAND L ON NESTED CO BLDUG ESS) "SYSTEM FILL`WELL GRADED SAND AND GRAVEL WITH TH ANAN IN PLACE WDA SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF 5-10 MIN/INCH SHEET,6 OF 8 PLOTTED: 09/12/2023 2:30 PAS B SECTION THROUGH 'ELJEN' LEACHING SYSTEM of NEW), WD y SCALE:N.T.S. Z i � Na oezo2c �4n'gOFES510NNy ROBERT U.HOLMES,II P.E.#082026 GHT . wCTION coN =zo50OP�r�Ia r�.Oaanc023 N¢ =E NOT FOR �mwa ,NFal-uE lDCU- 51]IXC_TBY!•LICENSED ENGI-1ISUN� UCUv GENERAL WASTEWATER NOTES G-1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S),ETC.SHALL BE IN CONFORMANCE WITH CS = Z APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNTY/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ON � THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. PROVIDE WATERTIGHT MANHOLE FRAME&COVER G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN GARBAGE WATERTIGHT JOINTS(TYP.) FY.; a _moo TREATED LUMBER MARKER OR EACH COMPARTMENT OFASEPTIC TAN GRINDERS,OR SPAS/HOTTUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. ABOVE ALL BURIED COVERS; FINISHED GRADE SYRACUSE CASTINGS 11502 OR EQUIVALENT; w _ GRADE TO DRAIN SET LEVEL W/GRADE AWAY FROM COVER(TYP.) / Q ^W / PRECAST CONCRETE --2-4' ` �2'-0" �RISER AS REQ'D(TYP.) PIPING \ \. P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SOB 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM Q v N 10"± /7/\//7�\ \/�� -- \ __ EFFLUENT PIPE;INSTALL D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOI:OF PVC PIPE,DESIGN,AND EXISTING GRAVITY SEWER O =°'a PROVIDE ADJUSTABLE LEVELING _ - AS SHOWN ON PLAN INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. -' DEVICE ON EACH OUTLET - -- w INLET INLET _r 3�� P-2)GRAVITY SEWER PIPE JOINTS TO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT Y - (� OUTLET=' --�� _ OUTLET WATERTIGHT ELASTIC GASKET; PIPING ¢ SANITARY TEE;SIZE 15„ _ m }`c 4"PVC GRAVITY SEWER TO MATCH EXISTING—�-- MIN.6' KOR-N-SEAL OR APPROVED EQUIVALENT P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(LE.NO LOW OR i<Q FORT MILLER BOX •� f @ 0.5%MIN.SLOPE SEWER LINE -f (TYP.FOR EACH PENETRATION) HIGH POINTS),UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID AT THE w eta OR EQUIVALENT I FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW SEWAGE:4"@ 2%,6"@ 1%;SETTLED w o0'z NATIVE BACKPILL J_ NSFAPPROVED EFFLUENT FILTER :D _< THOROUGHLY COMPACTED - ("POLYLOK PL-122",OR SEWAGE(EFFLUENT):4"AND 6"@ 0.55/±.ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. 12"MIN.OF CLEAN SAND MIN.4'WITH A T EQUIVALENT)(RESIDENTIAL) P-4.)FORCE MAIN SHALL BE HOPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM 02241,100 PSI OR PEA GRAVEL FOUNDATION PRECAST DUAL COMPARTMENT MIN.AREA OF 50 SQ IN MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'SZ E'3� SEPTIC TANK OR EQUIVALENT BAFFLE RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. 3 =_- 1 FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. o t / DISTRIBUTION BOX i—6"(MIN.) 12"(MIN.)-, , - - P-5)HDPE PIPE AND FITTINGS ARE TO BEJOINED BYTHE BUTT(HEAT)FUSION PROCESS,AND101NING EQUIPM ENT SHOULD Z \��`��`rAAAAAAY��,��,D SCALE:N.T.S. O03 U 1 BE AS APPROVED BY THE MANUFACTURER, PROPERLY EXECUTED ELETRO-FUSION FITTINGS MAYBE USED. _ PROVIDE EXTENDED BASE FOR EXTRUSION WELDING OR HOTGAS WELDING OF HOPE PIPING SHOULD NOT BE USED FOR APPLICATIONS WHERE SHEAR > ANTI-FLOTATION PURPOSES ❑ _ //' OR STRUCTURALEQUIVALENT OR STRUCTURAL STRENGTH IS IMPORTANT. MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS, w 0, TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HOPE PIPE. ❑ _ \ REFER TO MANUFACTURES RECOMMENDATIONS. CRUSHED STONE FOUNDATION UNDISTURBED NATIVE SOIL P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BY ASOLVENT WELD PROCESS,OR OTHER APPROVED METHOD,IN 7 _ ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS, L- _ GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY MOUND TO SHED WATER UNLESS UNDER CONNECT SCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. Q > "<o ROADWAYS;RESTORE ROADS AND 2 DUAL COMPARTMENT SEPTIC TANK DETAIL P-7)THERMOPLASTIC PIPING MAYBE ROUTED AROUND OBSTRUCTIONS BY BENDING PIPE ON ASMOOTH CURVE,AS a a a a a a ¢ N WALKWAYS TO ORIGINAL CONDITION; RECOMMENDED BY THE MANUFACTURER. TOPSOIL SEED&MULCH NON PAVED AREAS WD SCALE:N.T.S. \1/7 NATIVE\� \ COBBIES AND ND LARGERCKFILL L COMPACTED STRUCTURESESS ,.,J �;E T-1)PRECAST STRUURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT. REFERENCES TO HEAVY DUTY INSTALL MARKER \/x SEE NOTES BELOW \ TO BS%MODIFIED PROCTOR OUTSIDE REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HOPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR ❑ a TAPE 18"DEEP ROADWAYS,95%MODIFIED PROCTOR WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. /j. IIIHIN ROADWAYS CLEAN SAND(100%PASSING V", \"''�'��\\///\//� T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) O MAXIMUM IO%PASSING 200 SIEVE) �- \ WHEEL LOADING). \ \ T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) \/��r`•,.,•;; ..;:.`a*:.', r'--M� \18"MIN w OVER BURIED COVER(5),AND MEASUREMENT"TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) Z 6"MIN.(TYP.) DRAWINGS(SEE GENERAL NOTES). j MOUND OVER FORCE W T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE RIGID FOAM INSULATION MAIN WITH SOIL AND/ C0 4"MIN(6"IF (MIN.2"THICK)AS OR DUFF/LEAF LITTER; FLOAT USING HEAW DUN TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD W W v� PIPE(5) \\ ;? �\ (—ROCK BELOW) WARRANTED/ORDERED DOCUMENT LOCATION ON APPROVED BY ENGINEER. J I- C w (SEE PLAN FOR SIZE) '/ \� /\\/\\ RECORD PLAN T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C12271.WALL W} � !L PIPE: PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATERTIGHT AS APPROVED BY ENGINEER.TANKS TO BE _c/) 0 c �/��/\�/�\/��/�\ BURY AS MUCH FINISHED GRADE TESTED WATER TIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). r ��1� 18" _ AS PRACTICAL -W `�/ 1)BURIAL DEPTH:SEWER:4'0"MIN.COVER; T-6)CONTRACTORTO INSTALL TANI:S/STRUCTURES TO(RELATIVE)ELEVATIONS SHOWN;DOCUMENT ELEVATIONS OF 0<OW � CR EXISTING GRADE (n Q 0 Z I m rn WATER:5'-6"MIN.COVER. \ EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. >> NATIVE SOIL \ > } T-7)SEPTIC TAN KS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE LLl 2A)WATER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0"AND 5'-6"COVER, c/// //�Y . Y//�Y//�////////�/ SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE w w mw. PROVPROVIDES LESE RIG S THAN 3 FOAM NOU OVION EER,CONTACT ENGINEER FOR/011 AROUND PIPE.IF ASSISTANCELABLE DEPTH � /\�/�� \///��\///��\///�\\//��j� p RMANENT MARKERS$HAL FRAMEDOWNSTREAM TANK ONLY. E PROV DED OVER ALLL OTHHERUED TANOVER FILTE K OPENINGS UONLESS OTHERWISE DIRECTED B MAINTENANCE ACCESS, OY m j S LJ c" "/ / / / \ SEWAGE FORCE MAINS SHALL BE OWNER. Q>�S Wtn Z \/A/ /A/A/A \/A/• � 2B)SEWER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0"AND 4'-0"COVER, �' �\ \��\\�\\��\ .� C..)z o OJ 0 PROVIDE RIGID INSULATION OVERAND/OR AROUND PIPE.IF AVAILABLE DEPTH O W LL w = PROVIDES LESSTHAN P-0"COVER,REFERTO'SHALLOW PIPE INSTALLATION'DETAIL. BACKFILLAROUND FORCE INSTALLED TO FULLY DRAIN > 0 of �- MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL Lu W Z j w 3)IN VEHICULAR TRAFFIC AREAS,IF3'0"COVER CANNOT BE ACHIEVED,PIPE(S)SHOULD MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, �, V THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT O 0 Z BE PLACED IN A PROTECTIVE CASING(S). TRACING;CONTACT ENGINEER FOR GUIDANCE __W 0 OC ( z 3 PIPE TRENCH:WATER &SEWER LINES 4 SHALLOW PIPE INSTALLATION z = WD2 SCALE:N.T.S. WD SCALE:N.T.S. 3 4% h Q w N CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE) PRIOR TO BACKFILLING OF"EVEN"AND DISTRIBUTION PIPING,ENGINEER TO OBSERVE EXPOSED"EVEN"AND 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. WASTEWATER DISTRIBUTION PIPING. a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). DETAILS •PRIOR TO COVERING D-BOX,ENGINEER TO VERIFY INSTALLATION OF SPEED LEVELERS AND EQUAL DISTRIBUTION, b.REMOVE TANK COVER AND PU MP TANK IF NECESSARY ENGINEER TO VERIFY PUMP STATION SYSTEM INSTALLATION&OPERATION. c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS PREVENTION: d.PULL FILTER OUT OF HOUSING 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOAD A SYSTEM. e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THAT ALL SOLIDS FALL BACK INTO SEPTIC TANK. 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. SHEET:6 OF 8 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINT DISTRIBUTION BOX: THINNER,PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) PLOTTED: 09/12/2023 2:30 Plvl 1.ANNUALLY INSPECT D-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION. 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. O¢NEW Y . MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS) .R�t U.HO< O,p BATHROOM ITEMS THAT CAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. hQ•�Q, $j .f- 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. 3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 0 p N 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. LEACHING SYSTEM: VEGETATIVE GROWTH SHOULD NOT BE ALLOWEDTO BECOME OVERGROWN. 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING AT GRADE.(IF WATER IS yy +ei No. 26 TANKS: NOTED,HAVE IT TESTED FOR BACTERIA CONTENT). Ff1n 10 OFES p4. 'p SN 1.ANNUALLY INSPECTTANKS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. - IF NOTED). 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. ROBERT U.HOLIVIES,II 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE P.E.#082026 PUMPED OUT WHENEVERTHE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE 4.INSPECT AND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. """� "'"1p''� COPYRIGHT© 2023 OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE ""7A - nsc+�raa sys sena" e OUTLET BAFFLE OR SANITARY TEE. (MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). CONSTRUCTION cou —IT aYF u..SEDE cI-IHI1�11.1 oocu r_w PUMP STATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) -- (9) PROVIDE TERMINATIONS IN WET WELL JUNCTION BOX PER MANUFACTURER'S COORDINATE LOCATION PJMPS INSTRUCTIONS. -_ WITH OWNER PUMP SETTINGS: (SEE PUMP s ( (1J INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. STATION SECTION) (10)BOND CABLE GROUND TO PUMP HOUSING AND IF APPLICABLE,THE GUIDE RAILS F (2) ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. DUPLEX PUMP CONTROL PANEL (11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE ¢ °� WITH AUTOMATIC PUMP ALTERNATOR ZONE DEPTH(IN.) VOLUME(GAL.) (3)SUBMERSIBLE EFFLUENT PUMP,10,115V OR 230VTO MATCH POWER SUPPLY. AND ANY a c~ APPLICABLE LOCAL OR STATE CODES. X(NORMAL OPERATING 6 47 (a)3/"SOLIDS HANDLING Q =� RANGE) (12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE (5)t,'HP SUBMERSIBLE EFFLUENT PUMP,FL50 SERIES BY LIBERTY OR EQUIVALENT;TO BE VERIFIED (13)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT DURING CONSTRUCTION PRIOR TO PUMP PURCHASE;CONTACT ENGINEER FOR ASSISTANCE x COMPLETION OF < ALARM6)TEST PUMPS( ...,..,,,,...,.,.. WORK. PANEL Z ZS 195 (THROTT LNG TO ACHIEVE 20TONG S30 GPM DS/CHARGE RATE MAR MEASURE RVALVE OPERATOR(5)AT THISE RATE DURING TEST AND ADJUST w =-° JUNCTION BOX (14)PERFORM ALLTESTS TO VERIFYTHATTHE ENTIRE INSTALLATION IS FUNCTIONING AS POSITION. - REQUIRED. } Q WET WELL: PIPING SYSTEM cc - - PUMP(S)-2 (1)DOSE VOLUME:47 GALS. W _ (1)PUMP STATION PIPING: _ SCHEDULE 80 PVC, D CONTROL&ALARM PANELS) (2)VALVES: 0 CHECK-PVC,BALL TYPE. / (1) INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. 0 lm POWER(SOURCE PER OWNER) SHUTOFF/THROTTLING-BALL VALVE-PVC Z (2) ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. Q -_ ~ (3)DUPLEX CONTROLLER WITH ALTERNATOR AND ALARM;MODEL 122 BY S1E RHOMBUS,OR STRUCTURES LiJ Z _ EQUIVALENT;IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM;ENCLOSURE TYPE DICTATED BY O "- (1)HEAVY DUTY CONSTRUCTION SUITABLE FOR H-20 TRAFFIC LOADING,UNLESS � LOCATION. OTHERWISE NOTED,SHALL BE PRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC. > OR APPROVED EQUIVALENT.(WALL PENETRATIONS FOR PIPE AND CONDUIT SHALL BE LU INLET=,'� i TO LEACHING SYSTEM (5)DE DRAWINGS". INGS". ENT SYSTEM SHALL BE DOSED AS INDICATED IN THE"DESIGN INFORMATION"ON ¢ - THESE DRAWINGS". SLEEVED;SEAL SLEEVE TO WALL WITH NON-SHRINK GROUT(OR OTHER APPROVED METHOD,I.E.KOR-N-SEAL BOOT),SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC ~ Ow (4) PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. MATERIAL). 10 N \ (2)THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS 05 Ln `2"TEE W DRAIN BACK VALVE (5)HOA SWITCH,WITH RUN LIGHT ON PANEL DOOR FOR PUMP. - / DEMONSTRATED BY THE MANUFACTURER AND AS APPROVED BY THE ENGINEER. (6)VISUAL AND AUDIO ALARMS. a a (3)TANKS SERVING AS PUMP STATION WET WELLS,AND ALL CONNECTIONS THERETO, w _ (7)ALARM RESET AND TEST BUTTONS ON DOOR. SHALL BE TESTED AS WATER TIGHT;TEST METHOD TO BE APPROVED BY ENGINEER. INSTALL PUMPS UNDER COVER TO FACILITATE EASY REMOVAL AND IN STALL JUNCTION BOX (8)LOCATE AS DIRECTED BY OWNER. >ys WITHIN REACH OF COVER FOR MAINTENANCE 48"DIA.X 67"(200 GAL.FIBERGLASS o PURPOSES. PLAN PUMP STATION(SEPTIC SOLUTIONS)) (9)FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. w zzc WITH DU FLEX PUMPS BY SEPTIC SOLUTIONS Q £^ (10)WATER SUPPLY SHUTOFF AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY). ELECTRICAL SPECIFICATIONS >G 2'0 HATCH COVER SIZING, TO FACILITATE EASY ACCESS TO 0 PUMPS DURING FUTURE MAINTENANCE 2"TEE CONTROL POWER_ m� Z 115 VAC J W R cn� 2'RISER WITH CAP FOR LIFT OUT "T"HANDLE VALVE OPERATORJUST UNDER OPENING, (')(2)(3��(4� r(5)(6) / W W I OR EQUIVALENT(COORD WITH OWNER) /�REMOVABLE FOR USE WITH 2"VALVES,HANG NEAR HATCH I HEN' RELAY J~ Z w AUX. HI-L'VEL ALARN� v =>- O i 0 l'I(IN CONTROL PANEL) } NEMA TYPE ,6gJUNCTION BOX GRADLu E TO DRAIN AWAY._, (7� R � V / V�, L 10 Q Z WATER TIGHTJOINTS(TYP.) \\ \\ \\ \\ \\ \\ \ i E 0' R M WATER PUMP LLJ - rn VA/VAv v�\ SEPTIK �s��_ ,� �� Lz 2so vAc. ,PHA H-n-wm /\ u=n u V TAN INLET FROM SEPTIC TANK / / / TO LEACHING SYSTEM LJJ -;— t HTION a (° m Q?s 11z 2ND ALARM ON&WATER SUPPLY SHUT OFF - /\ \/ / C3 W \/\v/\ \ \ /\ \\ \�� FORCE MAIN (I)PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD.SURGE ARRESTER SHALL BE A SQUARE D O~=Z ( > Z T PIPING /\ \ \ \ �\ \ \ Z 0 0 CATALOG 4SDSA117S OR EQUIVALENT AND RATED FOR 240/120 VAC,SINGLE PHASE SERVICE. O _ HEAVY DUTY POLYETHYLENE LIFT OUT >W T O 67;� \/ \// CORDS(2 REQ'D)ATTACHED TO STAINLESS (2)IF PANELBOARD 15 NOT GROUNDED,PROVIDE Ak4 AWG COPPER GROUND CONDUCTOR FROM THE fr Lu Z j w \\ \\ \\ \ I J��\ \\ \ STEEL EYELET PANELBOARD TO A 5/8"X 8'COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE O \/\\/\\/\. J ,\`\/�\�/�� 3„ PIPING. O 0 ALARM ON&LAG PUMP ON / / / / 4' Z // %y / FULL PORT BAIL VALVE (3)FOR SIMPLEX PUMP,PROVIDE 1-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS) W Wjo PUMP ON \\ \\� BREAKER(PUMP POWER)AND 1-1 POLE 15 AMP CIRCUIT BREAKER(CONTROL POWER)IN PANELBOARD. O if OPERATING RANGE) 6 i Z X(NORMAL /\//\ \ \ IF NO SPACE IS AVAILABLE IN PANELBOARD,PROVIDE A LOADCENTER(SQUARE D TYPE Q0 OR \ " /\/\ \ \ PITILESS ADAPTER OR EQUIVALENT EQUIVALENT)ADJACENT TO THE PANELBOARD.THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, PUMPS OFF FLOAT SWITCHES(4 REQ'D) /v \//\//\// SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED 3 \ PROVIDE 2"TEE WITH ABOVE.PROVIDE ATAP CONSISTING OF(2 CONDUCTORS FROM THE PANELBOARD TO THE LUGS \\ 2 EFFLUENT PUMPS ////, /. 2"BALL VALVE(N.C.)ON BRANCH ON THE LOADCENTER.18 MIN. �\ \ \/\\/ w (FOR WINTER DRAIN BACK) (4)ALL ELECTRICAL CON DUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL N NATIVE BACKFILL /\\ � \` ` 1 q 1 ` ` ` �l` / REQUIREMENTS OF EACH COMPONENT. THOROUGHLY COMPACTED /\ \, \ t ,� 1 /�} 11, `� \\ ANCHOR BASIN USING SS CABLE STRUNG BETWEEN 5S EYEBOLTS ON BA51N FLANGE (5) PROVIDE(2+GND)CONDUCTORS FROM PUMP POWER CIRCUIT BREAKER TO CONTROL PANEL. MIN.(3)6z6 GROUND CONTACT P.T. /j//j�/O OOO O�O O�OOO O • \ \ CAND SS EYE BOLTS ON ONTACT ENGINEER FOR.6 6IF REQUIRED; PROVIDE(2)CONDUCTORS FROM CONTROL POWER CIRCUIT BREAKER TO CONTROL PANEL. DUPLEX SEWAGE IF REQUIRED;CONTACT ENGINEER FOR GUIDANCE \j/\\ \j/\ \\�\/\\/�\/�\/��//��/ \\\ \\ END PLATES TO CONNECT 6x6 BEO NSTAN M L ED IN EMTHED CABLE(ROME%)MAYBE USED.IF SINGLE CONDUCTORS ARE USED THEY MUST EJECTOR SYSTEM 6"(MIN.)COMPACTED CRUSHED STONE '\\ \\�\\/�\/\� \\/�\�\ (TYP.EACH END)(IF REQUIRED) (6) INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. MATERIAL ATOP FIRM NATIVE FOUNDATION GALVANIZED EYE BOLT(TYP. SECTION TOP AND BOTTOM) (7)IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVEL ALARM THEN THE 2"CHECK VALVE FOLLOWING SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 ENCLOSURE(SQUARE D CLASS 8501 TYPE X OR EQUIVALENT).RELAY COIL SHALL BE RATED FOR 120 VAC. RELAY CONTACTS SHALL BE RATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING OR SHEET:7 OF 8 FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENT TO CONTROL PANEL AND LABEL ENCLOSURE. PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN PLOTTED: 09/12/2023 2:30 PIA NOTE 3 FOR PROPER OPERATION OF RELAY. NOTES: PUMP STATION NOTES: OF NEW PSI-1)PUMP STATION TO BE 200 GALLON DUPLEX FIBERGLASS WITH PUMPS AND (8) PROVIDE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR ��,�u.Ho��a p 1)LOCATE VALVE OPERATORS&JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). LEVEL CONTROL SIGNALS)IN A 2"SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET ALTERNATING CONTROL PANEL BY SEPTIC SOLUTIONS INC. WELL JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW FINISHED GRADE. O 2)WATER SUPPLY SHUTOFFTO RELAY TO SHUT OFF WATER SUPPLY PUMP POWER.(SEE ELECTRICAL SPECIFICATIONS) PSI-2)PUMP STATION EXCAVATION SHALL BE EXAMINED FOR EVIDENCE OF SEASONAL TRENCH SHALL BE BACKFILLED WITH CLEAN SAND FILL UNTIL CONDUIT ARE COVERED. _ HIGH GROUNDWATER;CONTACT ENGINEER FOR GUIDANCE,AND PROVIDE 3)OPEN"DRAIN BACK"BALL VALVE ON FORCE MAIN TO WINTERIZE SYSTEM. ANTI-FLOTATION MEASURES AS SHOWN/DIRECTED. 2'P�. No.082026 4; Un'gOFESSIONP ROBERT U.HOLMES,II 1 DUPLEX EFFLUENT PUMP STATION P.E.#032026 .1 NOT ww,�, COPYRIGHT© 2023 PS 1 SCALE:N.T.S. NN ® OR CONSTRUCTION cov TT?ws oanvnvc�.z�nemes-aL v_u .d1• ,.- a-nAIU Vvs�'azrv6�:`_-1;��'sowa�w EROSION&SEDIMENT CONTROL CONSTRUCTION NOTES: SANDBAGS LAID = END END,PERPENDICULAR EROSION&SEDIMENT CONTROL: -_ TO DIRECTION OF FLOW STEEL OR 2"x 2" 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING ESC-1)LAND DISTURBANCE 15 DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND = HARDWOOD POSTS WOVEN WIRE FENCE Z vo PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND L, / (MIN.14 GAUGE W/ SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. LOW 24 (MAX.)TYP. MAX.6"MESH SPACING �5 F ) OF THE PERMITTING AUTHORITY, ON REINFORCED SILT FENCE w oP ESC-2 FROM DAY I OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE a wp 3)NYSDECTRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN - ^` ) LOG/REPORT BOOK. TYPICAL CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE w rsL HARD SURFACE TIE POINTS PLANS AND THE"NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL" Q - (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: (NYSSSESC),ISSUED BYTHE NYSDEC,LATEST EDITION.ALL E5C DEVICES SHALL BE MAINTAINED IN ACCORDANCE z http://www.dec,ny.gov/chemica1/29066.htm] SECURELY FASTEN WIRE TO THE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY 2'io /'. FENCE TO POSTS& OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) Q OTHER ENVIRONMENTAL CONTROLS: SAND BAGS -10'MAXIMUM-�-i FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,As 1V BAGS APPROVED. El O - 1.)PROTECT SITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUAL AND NYS w - 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 Q SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE COMPOST PLACED AT 10'O.C. AND PERMANENT GROUND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. m = 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100°o OF TANK CONTENTS; FILTER SOCK STEEL OR 0 - g AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED MAX.SPACING HARDWOOD POST Z =_H ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: Iw w W W W W V'W V' ESC-5A)WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO � =r r P-4" rV-4" LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE O _os WOVEN WIRE FENCE w SHEET FLOW DRAINAGE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE O =° 1 �=FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY NK` 1,8, 1,8�� - C FLOW Z II II I; II MIN, INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS � El m JVL IVL 1 JVL 8 INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH O E%ISTING i - AS PLASTICOR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. ~ U; CONTOURS GEOTEXTILE FABRIC = Z 3/4"(MIN.) ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, O O 4"x6"TRENCH DRAIN ROCK TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED > >`o BUTT BALES TOGETHER, L / ■ 1'-4"— WITH COMPACTED BACKFILL L 1-4 (IF REQUIRED) WITHIN SEVEN(7)DAPS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION ❑ LU I.E.:NO GAP \ oy x MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL w S. GEOTEXTILE FABRIC io5 STANDARDS,NEW YORY.STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE ❑ GEOTEXTILE FABRIC WRAPPED ` p �p x 1��p 8 LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). m AROUND HAY BALES,AS SHOWN ABOVE ■ \` i tiG ■ NOTES' 2"x 2"HARDWOOD STAKES OR RE-BARS ESC-SC)GROUND CLEARING OR GRADING ACTIVITIES WHICH OCCUR DURING THE PERIOD O[TOBER 15TH TO DRIVEN FLUSH WITH BALE;2 STAKES )' \ �\ / ■ 1)THIS DETAIL IS APPLICABLE TO SHEET FLOW DRAINAGE ON ATEMPORARYOR APRIL 15TH, DURING WHICH GERMINATION OF VEGETATION TYPICALLY WILL NOT TAKE PLACE,SHALL BE o' PER BALE REQUIRED,ONE VERTICAL,ONE ANGLED . SEMI-PERMANENT BASIS(1 YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND a a a w r MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN R n o ■ `s/ 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. ¢ y 2"%2"WOODEN ■ COMPOST FILTER - -4"MIN. SOCK PER ° STAKES PLACED 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 na L (-8"MIN.(TYP.) 10,O.C. NYSSSESC VERSION OFTHE NYS5SESC. IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL N OVERLAP FABRIC, NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT @ STAKE 4)IN SPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS AND UNTIL SUCH TIME AS THE PRIOR IMPACT 15 REMEDIATED. w 4= NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. T ~ z BEDDING DETAIL 1.)COMPOST FILTER SOCKS WILL 6E 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 o O o_ NOTES: EXTENDED8 FEET UP SLOPE ATA45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE CONTROL FOR SYSTEMS;CONTRACTOR TO DETERMINE"BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. ENGINEER Y PPROVAL 2.) DIAMETERS DESIGNED FOR USE SHALL BE 12"-32"EXCEPT THAT 8"DIAMETER SOCKS MAY BE USED FOR 1)THESE DETAILS ARE APPLICABLE TO SHEET FLOW DRAINAGE ON DISTURBED SOILS,HAY BALE 6)DETAIL SHOWN IS EQUIVALENTTO A"REINFORCED"SILT FENCE.REFERENCES MADE TO EARTHWORLC&TURF ESTABLISHMENT: O DIKE5 ARE NOT SUITABLE FOR STREAM CHANNELS. RESIIOST SCTS OCKSO CONTROL HALL BE ANC ORED IN EARTH W ACRES, ITH 2"X 2'WOODEN STAKES DRIVEN 12'INTO THE "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON THESE PLANS OR BY OWNER. FOR AREAS OF SITE THAT HAVE SEEN VEHICULAR TRAFFIC,SOILS RESTORATION TO >_2)HAY BALE DIKES MAY BE USED FOR TEMPORARY(160 DAYS MAXIMUM)EROSION CONTROL. )COMP SILT FENCE BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE w SOIL ON 10 FOOT CENTERS ON THE CENTERLINE OF THE SOCK. Z STORM WATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA 4.)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF 12".APPLICATION OFTOPSOILTO A DEPTH OF 6".VEGETATE AS REQUIRED PER uj .N STRAW BALE DIKE LIMITS LANDSCAPING PLAN,IF APPLICABLE,OR ATTHE DIRECTION OF OWNER OD < ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREASTO ESTABLISH PERMANENT VEGETATIVE GROWTH J I Z 11AMETER SLOPE% (GRASS OR OTHER NATIVE/NATURALIZED GROUNDCOVERS);CONTACT OWNER AND/OR LOCAL SOIL Q 1■m (iN'1 2 5 10tn 20 25 33 so CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. _> a z2s' zoo Too so za > W 22 zso zzs zzs ss 50 40 1 zs ET-3)CONTRACTOR TO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE LJJ y FLOW za zzs zso iso �o ss 45 ao POSSIBLE,ROUTE VEHICLES AND COMPLETE ALL WORK OUTSIDE OF ROOT ZONES OF MAJOR TREES AND 1-- p LLI W CDA ,`TOJ 1 24 350 zzs 1 2M 1 130 Too 1 w 35 AROUND OTHER FEATURES,AS PRACTICAL AND AS DIRECTED BY OWNER. UJ Q<Z m o� 4'MIN. 1 32 450 325 ns 150 120 n so CONSTRUCTION ENTRANCE SPECIFICATIONS :D 3: O>- j N .- "LENGTH IN FEET O CLEARING OR GRUBBING AND PERMBTTING LIMITS LABELED SHALL OCCUR UNLESS APPROVED IN mC'-, FLAW 1 o CS-1)AGGREGATE: C� A)STONE SIZE-USE 93 OR#4(1" ADVANCEBY ENGINEER AUTHORITY(IES) -4")STONE OR RUBBLE. LL VJ Lu� _-4'MIN. 1 t � LIGHT RIP RAP(TYP.) COMPOST FILTER SOCK B)THICKNESS:NOT LESS THAN 6". m>¢SUz,J v Q>(7 w NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: O `> OZ A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50'MIN. O LZL LL w = DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. > ORIGINALGRADE CRUSHED STONE AND LIGHT LENGTH. DITCH STABILIZATION GUIDELINES �w TOZ I � w NOTES: RIP RAP L 30'-50' CS-3)WIDTH: (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL z C) O �* V (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAYBE NECESSARY DEPENDING ON SITE CONDITIONS) F- Z 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 O DS-1)06%:SEED&MULCH A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED AS A CHECK DAM,PROVIDE OVERFLOW CAPABILITY. 0 W OAG Rc AT^. CS-4)GEOTEXTILE: O` c c O Z E A TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING STONE. - 6-10°0:SEED&MULCH W TEMPORARY EROSION CONTROL MATTING 2)"A"TO BE 2 OR GREATER FOR TEMPORARY DIKES AND 2.5 OR GREATER FOR PERMANENT EARTH DIKES. " THICK ) E (E 2) / / zEE NOTE B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (E%.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUAL TO HEIGHT OF ADJOINING GROUND OR MAXIMUM 18"HIGH. �) C)FABRIC SPECIFICATIONS: LIGHT DUTY ROAD=IVIIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING _4)SEDIMENT TO BE REMOVED WHEN 25%OF THE DIK.E'S FUNCTIONAL VOLUME HAS BEEN LOST. EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT)HEAVY DUN ROAD=MIRAFI 60OX OR APPROVED w5)DIKES TOBE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT DS-4)ORTH SEED&MULCH W/PERMANENT EROSION CONTROL MATTING aH: 12'-24' (EX.NORTH AMERICAN GREEN MODEL: E CHEC APPROVED EQUIVALENT) SURROUNDING AREAS AND N9ULCHED TO PREVENT EROSION. 3 CS-5)SURFACE\NATER:a (SEE NOTE) ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCEOR OTHER APPROVED MEASURES(STONE CHECK DAMS AND/OR RIP RAPPED CHANNEL) SHALLBE PIPED BENEATH THE ENTRANCE.IF PIPING IS IMPRACTICAL,AMOUNTABLE BERM WITHSLOPE STABILIZATION GUIDELINES ENVIRONMENTAL 5:1 SLOPES MAY BE CONSTRUCTEDSTONE / EARTH DIKE (GUIDELINESARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONALCONTROLS CS-6)MAINTENANCE: OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) L THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.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 SS-2)25.33%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING (CONTRACTOR MAY REFER TO NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROLLACED 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 575BN OR APPROVED EQUIVALENT) (CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) (IYr.) (SEE NOTES) SHEET:8 OF 8 CS-7)WASHING. SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED: 09/12/2023 2:30 PIA 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:51508N OR APPROVED EQUIVALENT) TO PREVENT TRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 55-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES OF NEW 1- CS-8)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL:SC15OBN OR APPROVED EQUIVALENT) F4'Ri 10.HO<Vf0'pf, CONSTRUCTION ENTRANCE PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 0� \P RAIN SS-5)100%,:CONTACT ENGINEER FOR GUIDANCE. D_ SEDIMENT CONTROL BARRIER (SHEET FLOW) ywF N0.G0202G EC1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx On OFES00Nhy (CONTRACTOR MAY USE ANY OF DETAILS SHOWN ABOVE FOR SEDIMENT CONTROL OF SHEET FLOW ONLY) ROBERT U. LIJI ,rl (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) ION NOT FOR, ® ° '" °T4 COY mac- COPYRIGHc O-2023 sR� Ip"SpCa o v^s Grail& Environmental Engineering Transmitted via Email December 22, 2023 John O'Brien, Director 742 Bay Road Queensbury, NY 12804 Re: Norton WW 10 Highview Road Replacement Wastewater System RUH 21-039 Dear John, This letter is to certify that representatives from this office visited the Norton residence during construction to observe the installation of the on-site replacement wastewater system. Based on our field observations and on information presented to us, we believe that the wastewater system has been constructed substantially in conformance with the design plans entitled, "Charles E. Norton Revocable Trust, Replacement Wastewater System", Rev. 2, dated 12/04/2023. If you have any questions, please do not hesitate to contact us at 518-792-2907 or via email at t:.a)!a t:::.� ,r_u;i.:gip:➢.:g:.t] . 1::s...cc.122. ................. Sincerely, R.U. Holmes Engineers, PLLC H. T?omasJarrett, P.E. Sr. Pger Ecopy: Art Norton F:IDataFil,1202]Proj IReaidl2]-039 Norto,,WW WorliD—12]039 23]]30 WW Rec DrvgalSrce Files 121039 23]22]Nortoi7 WW CertLir.doc 12 East Washington Street 518 792-2907 Glens Falls, NY 101 o� Nd z =� CHARLES E. NORTON REVOCABLE TRUST m�Q w =_� a REPLACEMENT WASTEWATER SYSTEM 3 10 H I G HVI EW ROAD r 0 TO BOLTON 0 S 'o Zo TOWN OF QUEENSBURY, NEW YORK z =_w o_ GENERAL NOTES: zoo Oa z LAKE G-1)AERIAL IMAGERYAND PROPERTY LINES/IN FORMATION OBTAINED FROM WARREN w?O 0a GEORGE COUNTYCOMMUNITY MAPPER.SPECIFIC SITE INFORMATION DEPICTED HEREON BASED ON LIMITED FIELD MEASUREMENTS BY RU HOLMES ENGINEERS,PLLC. O SITE LOCATION z=Z� 0 oa-o G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG 3 O O 0 x o SAFELY NEWYORK(1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS, 0�Orn 0 > �30 LOCATION AND ELEVATION,PRIOR TO INITIATING CONSTRUCTION;CONFLICTS OR Z w m DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY.NOTIFY OQ w❑ �, ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOTAS INDICATED. OU OQ g 0 Nz wO�❑ o'U �, tl A an`rp Iku uaV*2, a a a a a a wQ LAKE � z�U TO GLENS FALLS GEORGE m o '4&,C.rnur tdu en.XpE c's c's c's 13TZ o kd 8 uw rcr A'TuaceJa q. o 0 o az N N N zzt c E w LOCATION PLAN a o N o 0 0 o SCALE:N.T.S. A r ,sir 1, 1 M1 ,a GID I V DE'X f. � 14 la rq cmiC, O r a8 M.Y-xw h�1 4g y,,,a ul r p m b C tl9 d ww BE k p.,: y' PROJECT SITE: z LEGEND: NEIGHBOR:JOSHUA'S ROCK CORP TAX MAP#: 239.15-1-17 L j C V C V TAX MAP#:239.5-1-16 I d hu @uvi+2u p2 LO W W Ifl fSNlrwr rov Vk F— LINE TYPE: -i z w ss Yob 4a0r d NEIGHBOR:REALTY TRUSTAH JACKSON HIGHVIEW � 2 Y � EXISTING STRUCTURES/OBJECTS/UTILITIES fl TAX MAP#:239.5-1-18 = 0 U SURVEYED AND OR FIELD VERIFIED: A Hsip6 v:avu 17, } EXISTING STRUCTURES/OBJECTS/UTILITIES NEIGHBOR:JOHN LYNCH ) :_ i`a'E?1Vf Ef,,,fflA'F7H 6?fll U LLJ N NOT VERIFIED BY SURVEY OR TAX MAP#:239.5-1-15 lc,—) C)LU a FIELD DOCUMENTATION: / „,, Q 0 Z D PROPOSED STRUCTURES/OBJECTS/ �, W C � rn UTILITIES W W PROPERTY LINE: —— —— '/L°, 3�v,.L —i Q I z PROPOSED MAJOR CONTOUR LINES: 100 < 0 w � PROPOSED MINOR CONTOUR LINES: ———————99——————— Uz DO � O EXISTING MAJOR CONTOUR LINES: 100 O Lu T LL ujw S � O me � EXISTING MINOR CONTOUR LINES: ———————99——————— 71^ 'l�l l dl ,.IhHs f d."i J1J CE Lu TREE LINE: U SHORELINE/STREAM: F- O z �� O SWALE: JOSHUA'S ROCK CORP. a L� f V 2 "H da -nke 06 0� Z FENCES:CHAIN LINK,WOODEN: X X 11 11 239.19-1-11 �% �'V � Z � SYMBOLS/ABBREVIATIONS �� 1ark fl,rt POTABLE WATER PW t— FIRELINE FIRE GRAVITY SANITARY SEWER SA—G N PRESSURE SANITARY SEWER SA—FM '— STORM SEWER ST GAS LINE GAS OVERHEAD POWER LINE ❑U—P SITE SETTING PLAN COVERSH EET OVERHEAD COMMUNICATION LINE ❑U—C UNDERGROUND POWER LINE UG—P SCALE:SEE GRAPHIC SCALE UNDERGROUND COMMUNICATION LINE UG—C SANITARYMANHOLE QS FIRE HYDRANT s�, UTILITY POLE `a, GRAPHIC SCALE �� STORM MANHOLE QD WATER VALVE LIGHTFIXTURE 200 0 100 200 400 800 REVISION INDICATOR:® SUB-CATCHMENT 1S SHEET:1 OF 8 INDICATOR (IN FEET) PLOTTED. 12/04/2023 1 0 00 AM TEST HOLE:(3 TP# POND INDICATOR:A O`. F=.W Y PERCOLATION TEST: PT# REACH INDICATOR: 1R R� U.HO O NOTE:G-1 NOTE# NOTE REFERENCE TAG: C1 SEE DRAWING QUEENSBURY BOARD OF HEALTH RESOLUTION: r, #FOR NOTE 1 _.. ._ RESOLUTION NO:BOH 65,2023'RESOLUTION APPROVING ART NORTON'S APPLICATION FOR V DETAIL# SANITARY SEWAGE DISPOSAL VARIANCE'.RESOLUTION DATED OCTOBER 17,2023 4 NO.062026 DETAIL REFERENCE TAG: D1 SEE DRAWING#FOR DETAIL a4pEgu\0�' ROBERT U.HOLMES,II SECTION REFERENCE TAG: A SECTION SESECTION E DRAWINGD LETTER ��.�,,; . . ...��u� ��u� y�,,,.R ��up��w y°...„,, Ii�..R 4 I. . . .. lii,,,„. . . Ii,,,,.R oNwcoPD uOA COPYRIGHT©02 OweseaNSHaNN De D1 �� .��.� �� iesoF.ws Daa iNewi.H FOR SECTION .�. wiiiiiaulll ��ml comsiDeae iD ioN OF,His DocunneN, o� GENERAL NOTES: a � 0 z G-1)AERIALIMAGERY AND PROPERTY LINES/INFORMATION OBTAINED FROM WARREN COUNTY COMMUNITY MAP;DATED 2022.SPECIFIC SITE INFORMATION DEPICTED HEREON BASEDON LIMITED FIELD MEASUREMENTS BY RU HOLMES ENGINEERS,PLLC. o � w G-3)CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION;CONTACT DIG SAFELY NEW YORK o (1-800-962-7962)AND RECORD FILE#.VERIFY BUILDING CONNECTIONS,LOCATION AND ELEVATION,PRIOR TO j INITIATING CONSTRUCTION;CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER w IMMEDIATELY.NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOTAS INDICATED. w Sod Ell EXISTING WASTEWATERD �� IUDe Off,20236UBSUREAOE INVESTIGATION ZFo. r J APPROXIMATE LOCATION OF J witnessed/performed iRU Holmes Engineers, PLLC TEST PITS L 3 'r/ 114 h i illf Z O O �zx ' - TP NUMBER DEPTH SOIL DESCRIPTION w Uw °ao TP230607-01 0-11"Dark brown very fine to fi ne sandy topso i l w/tracesilt I�I O P 11"-16"Reddish brown very fine to fine sand w/trace si It and coarse sam ern F-rn w rn 16"Bottom of excavation Z=Z= 0 03 Shovel refusal on nested cobbles/bedrock.No evidence of Q w 00 w O groundwater ro �C7�`C7 ❑ 'L' ,',zo StieF RT�N �� ❑a 0 Q w cc m No Dark brown very fine to fi ne sandy topso i l w/trace silt and r`I OI Sip gryj TP230607-02 0-4" 00 Z 0 m Z ti`=ti coarse san d w0�O Z � 03" Light brown very fine to fine sand wftrace silt and coarse sand o on nested cobbles/bedrock.No evidence of &gravel o�o Shovel refusal � a Q > groundwater a a a Dark brown very fine to fine sandy topsoil w/trace silt and TP230607-03 0-3" ro ro ro o z� coarse sand and roots throughout o 0 0 Reddish brown very fine to fine sand wftrace silt and coarse zzo 3 13 sand&gravel � � w o c� � �dw L- 6 0 0 'E a y 13"Bottom ofexcavation odd Shovel refusal on nested cobbles/bedrock-No evidence of groundwater � qy rr O TP230607-04 0 6'Dark brown very fine to fine sandy topsail w/trace silt Y x - / / 6'-29'Light brown very fine to fine sand w/trace silt&trace gravel w 29"Bottom of excavation Z Shovel refusal on nested cobbles/bedrock.No evidence of 11 groundwater CL LLJ 0) b caw z /yii�Gm iV"if 7 / /i0 TP230607-05 0-8"Refusal on rock fragments @8"± CE S2 w CE S2 S to O U l y � PERCOLATION TESTS U LU CEi�: �F- ❑z C a r PERC TEST If DEPTH SOIL DESCRIPTION to Q O ®® w w Very fine to fine red brown sand,w/trace of silt, CELOCCCC B ' PT230607-01 12" E-E- " trace gravel&cobbles Lu U) W m Stabilized percolation rate of 1 min 28 sec m Q I Z E Oo w� >';,,, O r' y Light brown ve ry fi re to fine sand w/tracesilt, Q "' EXISTING OAKTREE TO - u.. PT230607-02 14' LO rLL w aZ- f coarse sand and gravel > O otl REMAIN UNDISTURBED w Stabi lined percol ation rate of 7 mi In 35 sec CE LO 5: Z O z �tJO 7_pq EXISTING OAK TREE s O /, t ( �� TP 23060,,,02 TO BE REMOVED °' CE W 0 PT 230607 r 0 0 CE Z TP ��0607-01 ') Z BE IREM/WFIE..... PT 230607-01 �1/ Q i I EXISTING CONDITIONS ` EX1 SHEET:2 OF 8 PLOTTED'. /2/04/2023/O.00AM O�WF3W f, u,Ho��ap� n EXISTING CONDITIONS PLAN r 2 � SCALE:SEE GRAPHIC SCALE `IicU N0.062926 y pa4ak9fit0�P GRAPHIC SCALE ROBERT U.HOLMES,II 026 U ( oPles xIG0 82 COPYRIGHT 2023 o aHUL ExcEP.eALIcENSEoEN�wEEaisuN—FILIN FEET) o oeo.o lu AeTEnETILDcneeem D IS S o "EVEN"DESIGN&INSTALLATION NOTES 1) THE SYSTEM MUST BE INSTALLED IN ACCORDANCE WITH THE MOST CURRENT"EVEN" NEW YORK DESIGN AND 0 g7 INSTALLATION MANUAL. Z N0a 2) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL OR WATER SOFTENER. io z 3) ORGANIC MATERIALTHAT CAN RESTRICT FLOW MUST BE REMOVED FOR RAISED BEDS. Z z'o o PROPOSED 1,500 GALLON PRECAST 4) THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS FOR THE SAND. 0 '�9 ',REPUTED LOCATION OF 2 DRILLED WELL / WD CONCRETE SEPTIC TAN K;PROVIDE a)A PLOWED INTERFACE ON CONTOUR IS RECOMMENDEDTO PREPARE THE SOIL FOR FILL PLACEMENT. FFLUENT FI ELTER ON OUTLET Soq b)SCARIFYANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT. a / I� } 5) FILL MATERIAL SHALL MEET OR EXCEED STATE OF NEW YORK CODE REQUIREMENTS. ALL FILL MATERIAL SHALL BE Q a � CLEAN BANK RUN SAND,FREE OF TOPSOIL,HUMUS,AND"DREDGING"DIRECTLY BENEATH THE GSF SYSTEM. ❑ � mg� p / z 6) ASTM C33 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE AND LESS THAN 5%PASSING A#200 SIEVE Q O _ "o z= SHALL BE PLACED BELOW AND AROUND THE GSF MODULES,WITH 6 INCHES MINIMUM UNDERNEATH AND 6 INCHES 2 NEIGHBORING HOUSE WITH �r MINIMUM SURROUNDING THE GSF MODULES IN TRENCH CONFIGURATIONS.IN BED SYSTEMS,USE 6 INCHES MINIMUM 2 " F DRILLED WELL WATER SU PPLY lP�/" rn 50'MINIMUM r/p UNDERNEATH THE MODULES WITH 12 INCHES MINIMUM BETWEEN MODULE ROWS AND 12 INCHES MINIMUM p] 1 PEa I/ ��F TANKSETBACK �j/IJf� ��T11i"9s}�� AROUNDTHE PERIMETER OFTHE MODULES. 0o 7) USE THE PROVIDED WIRE CLAMPS TO SECURE THE APPROVED PERFORATED 4-INCH DIAMETER DISTRIBUTION PIPE SDR Z 35 OR EQUIVALENTTOTHE TOP OF EACH GSF MODULES. U O' �oz B) EDEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE PROPER TENSION AND ORIENTATION OF THE FABRIC < �ulyrB r rra AROUND THE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES.FABRIC SHOULD BE NEITHER TOO LOOSE, O� I DUPLEX PUMPSTATION S.pS1 I NOR TOOTIGHT.THE CORRECTTENSION OFTHE COVER FABRIC IS SET BY: O Uw 3: �w O Ui l/t I illYl' / J • SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE AND DOWN BOTH SIDES OF THE MODULE WITH �0 THE COVER FABRIC TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. O'F ZQ Z= O z;' r fj •PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE PIPE AREA ALLOWING THE COVER FABRIC TO FORM A U O x o MOSTLY VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEATTHIS STEP MOVING DOWN THE PIPE. Q- c`❑2`0 ❑ w �a� 9) BACKFILL MATERIAL SHALL BE CLEAN WITH NO ROOTS OR STONES LARGER THAN 2 INCHES IN ANY DIMENSION TO A ❑w OZ MINIMUM DEPTH OF S INCHES OVER THE GSF MODULES AND FINALCOVER FOR VEGETATION OF 4 INCHESTO 6 INCHES ❑� Qdg r rn❑z ❑ OF CLEAN LOAM. C) 0 2 UD�O m Z/ 10 FINISH BY GRADING THE AREA TO DIVERT STORM WATER RUNOFFAWAY FROM THE SYSTEM. Qrn rn ) C[ rn 11) FOR PUMPED SYSTEMS,PROVIDE A WELL ANCHORED DISTRIBUTION BOX WITH A VELOCITY REDUCTION TEE OR BAFFLE. 12 ANY SYSTEM WHICH IS MORE THAN 16 INCHES BELOW FINISH GRADE AS MEASURED FROM THE TOP OF THE MODULE Fa" ) a Q > SHALL BE VENTED o / a 13) DO NOT DRIVE BACKHOE WHEELS OVER GSF MODULES WITH LESS THAN 121NCHES OF COVER OVER THE DISTRIBUTION ooE PIPE. DRIVING OR PAVING OVER THE GEOTEXTILE SAND FILTER AREA IS PROHIBITED. FOR SHALLOW INSTALLATIONS, oor LIGHT-WEIGHT TRACK-MOUNTED MACHINES ARE BEST FOR SETTING THE FINAL GRADE. IT IS ALSO PERMISSIBLE TO N N N BACK-BLADE THE SOIL TO SET FINAL MINIMUM COVER. PERIMETER LANDSCAPE TIMBERS ARE ALSO RECOMMENDED TO a zoo LOCATE THE SHALLOW BEDS,THEREBY KEEPING VEHICLES OFF THE SYSTEM. o N �i18 14) SEEDING AND STABILIZING THE SOIL COVER IS REQUIRED TO PROTECTTHE SYSTEM FROM SOIL EROSION. a < o°a oRo fOWast0 water Design Information on Design Design Basis w rvVlllagelClty o4 Town of Oueensbuy Count /States NYS Di of Health&Lake George Park Commission W Q titU aCNn ton Estate t Neighbor Existing W E- Z Su Norton Estabe Existing Lake Water Supply J� w Adjacent 9 g Lake Water Supply CE S2 Y Q O Cn wastewater Fl I O aw > 200'SETBACK FOR 5 bedrooms K 110 gpd/bedroom(post 1994 Water saver fixtures required) A RAISED/MOUND 550 god design flaw F- ❑LU r" r LEACHING SYSTEM @}��III �� Pn Septic ary Tank1500 gal tank requiredfor 5 bedroom reskderrce D > 0Z / Proudetl: 1500 gal precast concrete septic tank CE LU NEIGHBORING HOUSE WITH ,..., LAKE WATER SUPPLY i (wt NSF appmveu residen ial eifuenl flter) LU 0 W m 4) ce6 Secondary Treatment J Q >Z .n Leaching Devoe- Ellen GSF B43(ETU) M> I LU BASAL AREA Q> , Z 650±SF -Ellen 643 GSF units utilize NSF 40 Class 1 CompllarN ETU Technology 0 Lu ,DZ be e,aching System Sizing UZ 0 w Z O Existing Soil Percolation Rate- 5 to'10 min/inch stabilized percolation rate 0 a LU T O � a. 1-, r FIII Soil Percolation Rate= &to 10 nrinrinch stabilized percolation rate w W N % Modules Required_ 550 gpd + 1 17' = 470.1 sf(min.) lr LU Z :> T 470.1 st(min'} + 61 equiv width = 76.3f.(min_') 0 Z O ®a C? 76.3 f + d laterals = 19.6 fllateral Z r 10 PROPERTY LINE SETBACK FOR LEACHING SYSTEM 196 f/late€al rounded upto_ 20 ttllaberal O LU Area Reqd- 20 f Crow + 2 1(end sand) = 22 f1 length CE LU O ') Z 470sf('min-,} - 22 tfetal bed l ength = 21R bed width Z l S LVJCN'Replacement System Application Rate Q �r Basal Area. Required- gpd f 1.17 st= 650 stinin- II l � PYdMdeCt 65Q S"9J 3 BP IN] .� EtluenC Do ism 'Distribution w LIMITS OF FILL ELJEN LEACHING SYSTEM 9 I ° Pumped dosing to distribution box;Grmdtly distribution to Ellen bed(d laterals)ma distnbutlton box � I VARIANCE#z: ➢ � l / �,, WASTEWATER DESIGN OF ELJEN DISPOSAL SYSTEM USING EDEN REPLACEMENT SYSTE M SOIL APPLICATION RATE T I IV �� r/n }� PLAN NYSDOH APPLICATION RATES �� WASTEWATER VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH IANCE#1 r VARIANCE. REQUIRED. EXISTING. PROPOSED. �i ,Iv VAR : // �, HORIZONTAL SETBACK FROM PROPERTY LINE / OU HORIZONTAL SETBACK FROM PROPERTY LINE TO DISPOSAL 5.5'± ��j TO DISPOSAL SYSTEM TOE OF SLOPE:5.5+ ' 1) SYSTEM TOE OF SLOPE(NYSDOH WW DESIGN TABLE 2) 10 UNKNOWN (TOE OF FILL) SHEET:3 OF 8 ( (NYSDOH WW DESIGN TABLE 2) /r ! PLOTTED. 1 2/04/2028 1 0'.00 AM DESIGN OF EDEN DISPOSAL SYSTEM USING EDEN SOIL 2) REPLACEMENT SYSTEM SOIL APPLICATION RATE IN LIEU OF NYS APPL. N/A PERMEABILITY p,Lt. �--_.. Y NYSDOH APPLICATION RATES RATES O IKI o'wh`met U.Hp��,1y� A_ WASTEWATER PLAN 1 v SCALE:SEE GRAPHIC SCALE O'KCG NO.002026 .aO'Ess1°pKw GRAPHIC SCALE ROBERT U.HOLMES,II 20 0 10 20 40 80 ( o � 082026 • CO 1IGITT. 202311 t .. . . �oNoE EE,�so�N� wEE ,s%Los�MaEN,w . , t . � t . io��t IN FEET) . � .1E1T ER1 o� LEACHING SYSTEM INSTALLATION: N d i / L1. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F461,NYSDOH,NYSDEC,AND z a€ OTHERAPPLICABLE STANDARDS UNLESS OTHERWISE DIRECTEDHEREON. � z L2. REMOVE VEGETATION AND TOPSOIL WITHIN FOOTPRINT OF LEACHING SYSTEM AND STOCKPILE TOPSOIL w m� W oz FOR RE-USE.CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. O a L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF ❑ �o 2"0 FORCE MAIN OR 3,4 EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO STARTOF CONSTRUCTION. ° GRAVITYSEWER WD L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR U 3 wok / LOAMY SAND)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, 0 Paz ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. Q " i PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR 0 � a EXISTING Z zo < / DRIVEWAY PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO Q 0 0� p , OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. i L5. 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. j F2 E E L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE 0 Z o a U' i BASAL AREA:484 SF IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TESTIS)TO VERIFY FILL SUITABILITY SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS U / SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF w SYSTEM FILL:WELL GRADED % SANDANDL:WELL WITH ED IN FAILING SOIL ARE IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. w 0 0 N N. Z 3 PLACE PERCOLATION RATE OF L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ON 0 w 3: i B-10 MIN/INCH THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE �ZO�_ €F / S4' ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FORZL n = Z i Q v INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE Z U Z0= H 0 o3 LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR Q O U w O DIRECTLY ON 12"MINIMUM OF FILL MATERIAL AND NOT ON NATIVE SOIL. Op OU ❑ "',°ao Z w / LB. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER Q i 1 / MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED% HEREON.VERIFY THAT SYSTEM IS �`�❑_ ❑ E DISTRIBUTION BOX q5 0 U m N N WD AT CORRECT ELEVATION U S)USING A LEVEL,TRANSIT,OR LASER. i ❑ 0 Z o L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: % 4"0 PVC PERFORATED GRAVITY N S (iP\N DISTRIBUTION PIPE,TYP. • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. �' S4' `OpE�OO •ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE a a a a a a wg g 65 REMOVED IF REQUIRED FOR SITE PREPARATION. OOAND TOCKPILE TPSOL FOR , REMOVEsvoll P\N • EXCAVATE TOS DESIGNED OSUBGIRADE (IFANECESSARY)TEXAMIINE SDUBGRADE FOR POOR (SLOWLY N N N oo. PERMEABLE)SOILS,BEDROCK,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY o N H o �S ENGINEER. N o a Q z • SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF o ❑ ��° SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE "ELIEN"GEOTEXTILE SAND LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. FILTER(GSF),BY"ELIEN" a: • PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND CORPORATION;LATERALS ,/ O \ TO BE INSTALLED FLAT ,% APPROVED,TO REQUIRED ELEVATION. > 10'PROPERTY • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIALTO CONFIRM DESIGN RATE. O LINE SETBACK z �2n /� • INSTALL LEACHING DEVICE TO GRADES AND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. \ �� q • BACKFILL AROUND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL W LIMITS OF FILL BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO (APPROXIMATE) �j, THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE W W \ 5 SOILS. J z W Cn Y w ,/ , • CROWN THE FILL TO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM =� CC U OR SILTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT > LIMITS OF ELJEN SAND �/ LITTLE INFILTRATION OF PRECIPITATION). W W E NDLLJ\\ 20 p0 /� • SEED/PLANT,ANDTHEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTIL GROWTH IS ESTABLISHED. cocoQ Q z PC �1 a E p CE >:LO � O� � �6 �Np01�/�N/ m> 0LwLI \ 6 SEOFS�sE�S,/ OOz o0 w 0 LO LO� T 0 ZO O > as /� o g 1 ol z 1 CLw O cl- 0 i Z z [Fill i \1 i"/ LEACHING SYSTEM 'E ' LEACHING SYSTEM SCALE:SEE GRAPHIC SCALE SHEET:4 OF 8 GRAPHIC SCALE 4 0 2 4 8 16 PLOTTED'. 12/04/202310'.00AM 0 H J IN FEET) Ho��ap� NO.062026 �Gpa4ak9fi\0�'P,v ROBERT U.HOLMES,II m �. oN�r ooPO TA„EAE.COPYRIGHT RD 6 �� „��„w �� W��, oiM � �� oiM � io ,ud COPYRIG FRO 2023 I. �� CENT"EICEITIIICENIEDENIINE oET��IL ��wV.D pII �� .��.�� CoNsIDEAEDTs ETNNDD�,pNMw��NEE"sINasoo�IMENT o� LEACHING SYSTEM INSTALLATION: N d L1. LEACHING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTM F461, NYSDOH,NYSDEC,AND z off° OTHERAPPLICABLE STANDARDS UNLESS OTHERWISE DIRECTED HEREON. � z L2. REMOVE VEGETATION ANDTOPSOIL WITHIN FOOTPRINTOF LEACHING SYSTEM AND STOCK PILE TOPSOIL FOR RE-USE.CONTRACTOR TO EXPOSE LEACHING SYSTEM FOOTPRINT FOR EXAMINATION BY ENGINEER. L3. LEACHING SYSTEM(S)SHALL BE INSTALLED TO(RELATIVE)ELEVATIONS SHOWN,AND ELEVATIONS OF �� EXISTING GRADE AND SITE FEATURES SHALL BE DOCUMENTED PRIOR TO STARTOF CONSTRUCTION. " Fn. L4. FILL MATERIAL,IF REQUIRED FOR LEACHING SYSTEM(S),SHALL BE CLEAN GRANULAR SOIL(SAND OR 3 w PLANT/SEED ALL DISTURBED AREAS WITHA LOW "BACKFILL"OUTSIDE OF SYSTEM FILL LOAMY SAND)DEVOID OF LARGE STONES,CLAY,ORGANIC DUFF,&NON-SOIL COMPONENTS(DEBRIS, �az MAINTENANCE GROUND COVER.MULCH AS AND ATOP SYSTEM.;NATIVE SOIL Q REQUIRED UNTIL MATURE GROWTH IS ACHIEVED AND/OR BANK RUN SANDAND GRAVEL ETC.). PERCOLATION RATE(S) OF FILL SHALL BE AS SPECIFIED ON PLANS AND/OR IN DETAILS. PERCOLATION RATE(S)TO BE VERIFIED BY A QUALIFIED INDEPENDENT PARTY(I.E.SOIL SCIENTIST OR w m� T UEN"LATERAL, J - PROFESSIONAL SOILS ENGINEER)IN BORROW PIT PRIOR TO EXCAVATION;SUBMIT WRITTEN RESULTS TO Q FABRIC THE O TOP(O SILTYTOPSOIL TYP�I4I OWNER AND ENGINEER AT LEAST FIVE BUSINESS DAYS PRIOR TO HAULING. TOP(OVEERR THE DISTRIBUTION 6"(MINIMUM)COVER 21'TOTAL BED WIDTH PIPE)AND SIDES OF"WEN" L5. FILL SHALL BE GRADED AND THOROUGHLY COMPACTED IN SIX-INCH LIFTS.THE FILL SHALL BE GRADED TO 0 OVER ELIEN UNITS LATERAL,TYP. THE LIM ITS AND DEPTHS DEPICTED ON THE PLANS AND DETAILS. w m N o 5-8"O.C. 2 (TYP) ELIEN SAND(CONCRETE SAND; L6. PERCOLATION TESTS SHALL ALSO BE PERFORMED(IN ACCORDANCE WITH NYSDOH STANDARDS)IN PLACE z w boy SEE SPECIFICATIONS)(MIN.6" IN LEACHING SYSTEM FOLLOWING COMPACTION. PERCOLATION TESTIS)TO VERIFY FILL SUITABILITY BENEATH ELIEN MODULES) SHALL BE PERFORMED AT THE FREQUENCY SPECIFIED ON THE PLAN AND/OR SECTION. FAILING TESTS Cy �oz SLOPE: SHALL REQUIRE ADDITIONAL TESTS EVERY 1000 SF AROUND EACH FAILED TEST UNTIL THE LIMITS OF O 2'H(MAX.):1'V FAILING SOIL ARE IDENTIFIED.FAILING SOIL SHALL BE REMOVED AND REPLACED WITH COMPLIANT SOIL. w O O ", a L7. IN NO CASE SHALL WHEELED EQUIPMENT,EXCEPT PLOWS WHERE REQUIRED,BE ALLOWED DIRECTLY ONUiw 3 °ate THE SOIL WITHIN THE LEACHING AREA FOOTPRINT.(NO RUBBER TIRED EQUIPMENT SHOULD EVER BE �¢ 00 P ALLOWED WITHIN THE WASTEWATER ABSORPTION AREA). TRACKED EQUIPMENT SHALL BE USED FOR o C00 Z� w _ Z INSTALLATION,AND WHERE FILL MATERIAL IS REQUIRED,IT SHALL BE DUMPED AT THE EDGE OF THE ZU O= O °a 2 LEACHING AREA AND PUSHED IN PLACE AHEAD OF THE EQUIPMENT;TRACKED EQUIPMENT SHALL BEAR Q�Uw O _ DIRECTLYON I2"MINIMUM OF FILL MATERIAL AND NOTON NATIVE SOIL. Op Oz p t. � - - LB. INSTALL LEACHING SYSTEM COMPONENTS, INCLUDING CHAMBER UNITS WHERE APPLICABLE, PER ❑�'1Q � m MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE DIRECTED HEREON.VERIFY THAT SYSTEM IS EXISTING GRADE O��U m N - 3 _ _ AT CORRECT ELEVATION(S)USING A LEVEL,TRANSIT,OR LASER. C 'O o L9. SEQUENCE OF CONSTRUCTION TO BE AS FOLLOWS: ��j�� 3'TYP. 1,1 �� • FIND FILL SOURCE AND VERIFY SUITABILITY WITH PERC TESTS AT SOURCE. o BASAL AREA ��V�� •ALL TREES SHALL BE CUT AT GRADE;STUMPS WITHIN THE LEACHING SYSTEM FOOTPRINT SHALL BE °Fz° (SEE LIMITASAS ON PLAN) \�\ REMOVED IF REQUIRED FOR SITE PREPARATION. CC z°E,"°�, DRIVEEXISTIWAY GRADE • REMOVE AND STOCKPILE TOPSOIL FOR PLACEMENTON THE FINISHED SYSTEM. DRIVEWAY GRADE LEACHING SYSTEM L1-L9 m PREPARATION NOTES TP#210923-01 BOTTOM OF HAND DUG "SYSTEM FILL":WELL GRADED SAND • EXCAVATE TO DESIGNED SUBGRADE (IF NECESSARY); EXAMINE SUBGRADE FOR POOR (SLOWLY r� r� r� oo, WD1 HOLE(REFUSAL ON NESTED COBBLESS) AND GRAVEL WITH AN IN PLACE PERMEABLE)SOILS,BEDROCK,DELETERIOUS MATERIALS,SMEARING,ETC.REMOVE DELETERIOUS N N N zz SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF 5-10 MIN/INCH MATERIAL,INCLUDING SLOWLY PERMEABLE SOILS,WITHIN SYSTEM FOOTPRINT,AS DIRECTED BY ° o N o(n ENGINEER. N o Q '. • SCARIFY SUBGRADE;CHECK FOR AND REMOVE SMEARING AS REQUIRED PRIOR TO PLACEMENT OF p oho A SECTION THROUGH 'ELJ EN' LEACHING SYSTEM SPECIFIED GRANULAR FILL.ALSO,RAKE THE LEACHING AREA JUST PRIOR TO PLACEMENT OF THE LEACHING DEVICE,INCLUDING UNDER CHAMBERS TO LOOSEN COMPACTION DUE TO FOOTTRAFFIC. WD1 SCALE:N.T.S. • PLACE AND COMPACT SYSTEM FILL IMMEDIATELY AFTER SUBGRADE HAS BEEN PREPARED AND 00 APPROVED,TO REQUIRED ELEVATION. > • PERFORM PERCOLATION TESTS IN THE PLACED FILL MATERIALTO CONFIRM DESIGN RATE. w • INSTALL LEACHING DEVICE TOGRADESAND IN CONFIGURATION SHOWN ON PLANS/SECTIONS. Z • BACKFILL AROU ND AND ABOVE THE LEACHING DEVICE WITH SOIL SPECIFIED ON PLANS;CARE SHALL W BE TAKEN TO COMPACT SOIL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SO 0) THAT THERE WILL BE NO DAMAGE OR DISRUPTION OF LEACHING SYSTEM DEVICE OR SUBGRADE W LiJ SOILS. J F- Z •CROWN THE FILLTO DRAIN,AND INSTALL THE RESERVED NATIVE TOPSOIL,AND/OR A CLAYEY LOAM = CC U OR SILTY LOAM TOPSOIL,CAP AS DEPICTED ON THE PLANS(TO ALLOW OXYGEN TRANSFER BUT W > '� LITTLE INFILTRATION OF PRECIPITATION). W N • SEED/PLANT,ANDTHEN MULCH,ENTIRE SYSTEM;MAINTAIN UNTILGROWTH IS ESTABLISHED. Q Q Zup PLANT/SEEDALL DISTURBEDAREAS WITH A LOW "BACKFILL"OUTSIDE OF SYSTEM FILL D O> MAINTENANCE GROUND COVER.MULCH AS AND ATOP SYSTEM.;NATIVE SOIL W W REQUIRED UNTIL MATURE GROWTH IS ACHIEVED AND/OR BANK RUN SANDAND GRAVEL ~F- Wm T UEN"LATERAL, '- TyP(q) GEOTEXTILE FABRIC AROUND THE Up Q S LZIJ SILTY TOPSOIL TOP(OVER THE DISTRIBUTION C4 LLI 6"(MINIMUM)COVER 22'TOTAL BED LENGTH PIPE)AND SIDES OF"ELIEN" Uz 00 W O OVER ELJEN UNITS LATERAL,TYP. Q W T wUJI S 20'TOTAL ELJEN LENGTH W� O •9 ELIEN SAND(CONCRETE SAND, W LiJ Z y SEE SPECIFICATIONS)(MIN.6" 0 c O SLOPE C? r— SLOPE—� BENEATH ELIEN MODULES) 0 Z F—O_ O lr W Ocl- z Flill Z _ w 1 11 ". - - 3 - EXISTING GRADE \\ \\/\/\\ WASTEWATER DETAILS BASAL AREA (SEE LIMITS ON PLAN) LEA SYSTEM L1-L9 �D PREPARATIONRATIONNOTES Wp1 TP#210923-01 BOTTOM OF HAND DUG "SYSTEM FILL":WELL GRADED SAND HOLE(REFUSAL ON NESTED COBBLESS) AND GRAVEL WITH AN IN PLACE SEE SUBSURFACE INVESTIGATION PERCOLATION RATE OF 5-10 MIN/INCH SHEET:5 OF 8 PLOTTED'. 12/04/2023 10'.00 AM B SECTION THROUGH 'ELJ EN' LEACHING SYSTEM -W o•.._� ra W D 1 SCALE:N.T.S. Q(U.HO(� NO.062026 �Gpa4ak9fi\0�'P,v ROBERT U.HOLMES,II GG E.# 2026 082 ��i i�� gull M o RIG E a 23 "�" IXCIIT-A�ovuw TH2 oe.�LsHULee ��IIII .��.� Ili I Im„ Iloiu•��uuo. .��. ne .��. � ��muln.��uV .�� to„�..,,,�il III��. loouw�� to„�..��,uV IIIII I .��.� to„�..��,uV .��. IIII �a 000�MENT �.�� Ip°" I II'I� C. ioENaEOENIiNEE iaIN—TIL o�= GENERAL WASTEWATER NOTES =d G-1 CONSTRUCTION OF NEW PIPING,TANKS,AND LEACHING SYSTEM(S),ETC.SHALL BE IN CONFORMANCE WITH 0 ° Z APPLICABLE NYSDEC,NYS DEPT.OF HEALTH,AND LOCAL COUNT/TOWN STANDARDS,AS WELL AS DETAILS/SPECS ON THESE DOCUMENTS.CONFLICTS SHALL BE BROUGHT TO ENGINEERS ATTENTION PRIOR TO CONSTRUCTION. m�z PROVIDE WATERTIGHT MANHOLE FRAME&COVER G-2 INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REQUIRED(POST 1994).NO KITCHEN GARBAGE oz WATERTIGHT JOINTS(TYP.) FOR EACH COMPARTMENT OF ASEPTIC TAN K; a TREATED LUMBER MARKER GRINDERS,OR SPAS/HOTTUBS ARE TO BE CONNECTED TO THE WASTEWATER DISPOSAL SYSTEM. L SYRACUSE CASTINGS#15020R EQUIVALENT; ABOVE ALL BURIED COVERS; FIN(SHED GRADE woN GRADE TO DRAIN AWAY FROM COVER(TP.) SET LEVEL W/GRADE Q " PRECAST CONCRETE �q �2'-0"--1 r--2'-0" RISER AS REQ'D(TYP.) PIPING ,3 12'(MIN.) P-1)ALL GRAVITY SEWER PIPE&FITTINGS SHALL BE PVC SDR 26 OR 35(SEE PLANS),ASTM D3034;OR HPDE SDR 17,ASTM 3 10"+ y�\��\\�\77� �/ __ __ EFFLUENT PIPE;INSTALL D3350;INSTALLATION SHALL BE IN ACCORDANCE WITH ASTM D2321,UNI-BELL"HANDBOOK OF PVC PIPE,DESIGN,AND PROVIDE ADJUSTABLE LEVELING EXISTING GRAVITY SEWER 0 AS SHOWN ON PLAN INSTALLATION",AND MANUFACTURER'S RECOMMENDATIONS. _ DEVICE ON EACH OUTLET -- -- w - INLET INLET 3�� P-2)GRAVITY SEWER PIPE JOINTSTO BE BELL&SPIGOT PUSH ON TYPE,ASTM D1312,DESIGNED FOR USE WITH PROJECT > `K ° Q OUTLETS _ OUTLETS PIPING � \ SANITARY TEE;SIZE WATERTIGHT ELASTIC GASKET; m °o 4"PVC GRAVITY SEWER TO MATCH EXISTING 15 MIN.6" KOR-N-SEAL OR APPROVED EQUIVALENT P-3)GRAVITY SEWER SHALL BE INSTALLED AT STRAIGHT&CONTINUOUS GRADE BETWEEN STRUCTURES(I.E.NO LOW OR FORT MILLER BOX a 0.5%MIN.SLOPE (TYP.FOR EACH PENETRATION) HIGH POINTS,UNLESS OTHERWISE DIRECTED HEREON OR BY ENGINEER.GRAVITY SEWER SHALL BE LAID ATTHE Z °N @ SEWER LINE ) w OR EQUIVALENT r: _ FOLLOWING MINIMUM GRADES UNLESS OTHERWISE DIRECTED ON PLANS:RAW SEWAGE:4"@ 2%,6"@ 1%;SETTLED w :F NATIVE BACKFILL NSFAPPROVED EFFLUENT FILTER Z �z THOROUG FLY COMPACTED POLY PL-122",OR SEWAGE(EFFLUENT):4"AND 6"@0.5%±,ALL SEWER SHALL BE LEAKAGE TESTED BY A NYSDEC APPROVED METHOD. O Lo, EQUIVALENT RESIDENTIAL w 12'MIN.OF CLEAN SAND MIN.4"WITH A )( ) P-4)FORCE MAIN SHALL BE HDPE,ASTM D2239 OR F714,100 PSI MIN PRESSURE RATING;OR,PVC,ASTM D2241,100 PSI ZO O 'a OR PEA GRAVEL FOUNDATION PRECAST DUAL COMPARTMENT MIN.AREA OF 50 SQ IN MIN PRESSURE RATING;FORCE MAIN TO BE INSTALLED PER ASTM D2774 AND PIPE MANUFACTURER'S SEPTICTANKOR EQUIVALENT BAFFLE RECOMMENDATIONS.FORCE MAIN FITTINGS SHALL BE RESTRAINED OR THRUST BLOCKED TO PREVENT MOVEMENT. wow O 1 DISTRIBUTION BOX 6"(MIN.) FORCE MAIN TO BE PRESSURE TESTED BY A NYSDEC APPROVED METHOD. 12"(MIN.) P-5)HDPE PIPE AND FITTINGS ARE TO BE JOINED BYTHE BUTT(HEAT)FUSION PROCESS,ANDJOINING EQUIPMENTSHOULD Z�Z� = Z N€ WD SCALE:N.T.S. BE AS APPROVED BYTHE MANUFACTURER.PROPERLY EXECUTED ELECTRO-FUSION FITTINGS MAY BE USED. 3�0� 0 °3_o PROVIDE EXTENDED BASE FOR EXTRUSION WELDING OR HOTGAS WELDING OF HDPE PIPING SHOULD NOT BE USED FORAPPLICATIONS WHERE SHEAR Q w U w H > ANTI-FLOTATION PURPOSES OR STRUCTURAL STRENGTH IS IMPORTANT.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS,GROOVED COUPLERS, DO 00 ❑ "z9 //\/\/\//////' OR EQUIVALENT Z w Z w ��\��\��\ ��\��\��\j\\ TRANSITIONS FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY CONNECT HDPE PIPE. ❑Q Q 0 L REFER TO MANUFACTURES RECOMMENDATIONS. w w „�N CRUSHED STONE FOU NDATION UNDISTURBED NATIVE SOIL P-6)SCH 40 PVC PIPE AND FITTINGS ARE TO BE JOINED BYA SOLVENTWELD PROCESS,OR OTHER APPROVED METHOD,IN oO�O C2 N ACCORDANCE WITH PIPE MANUFACTURER'S RECOMMENDATIONS.MECHANICAL JOINT ADAPTER,FLANGES,UNIONS, — — _ GROOVED COUPLERS,TRANSITION FITTINGS,AND SOME MECHANICAL COUPLINGS MAY BE USED TO MECHANICALLY - N MOUND TO SHED WATER UNLESS UNDER n CONNECTSCH 40 PVC PIPE,IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. a a a a a a > azo L ROADWAYS;RESTORE ROADS AND DUAL COMPARTMENT SEPTIC TANK DETAIL P-7)THERMOPLASTIC PIPING MAYBE ROUTED AROUND OBSTRUCTIONS BYBENDING PIPE ON A SMOOTH CURVE,AS WALKWAYS TO ORIGINAL CONDITION; RECOMMENDED BYTHE MANUFACTURER. a TOPSOILSEED&MULCH NON PAVEDAREAS WD SCALE:N.T.S. o� NATIVE SOIL BACKFILL LESS TANKS/STRUCTURES w �zO �� COBBLES AND LARGER,COM PAC-FED /x / T-1)PRECAST STRUCTURES SHALL BE AS SUPPLIED BY FORT MILLER CO.,INC.OR EQUIVALENT.REFERENCES TO HEAVY DUTY o os INSTALL MARKER �� TO 85%MODIFIED PROCTOR OUTSIDE o ❑ SEE NOTES BELOW REFER TO FORT MILLER CO.DESIGNS FOR H-20 TRAFFIC LOADING.HDPE TANKS SHALL BE AS SUPPLIED BY INFILTRATOR L o \ �/ / �/ ROADWAYS,95%MODIFIED PROCTOR TAPE 16"DEEP WATER TECHNOLOGY,LLC.,OR OTHER APPROVED EQUIVALENT. WITHIN ROADWAYS CLEAN SAND(100%PASSING�4", ' T-2)TANKS/STRUCTURES INSTALLED IN TRAFFIC AREAS SHALL BE HEAVY DUTY CONSTRUCTION(DESIGNED FOR(H-20) MAXIMUM IO%PASSING 200 SIEVE) � WHEEL LOADING). y T-3)THE LOCATIONS OF ALL BURIED STRUCTURES SHALL BE DOCUMENTED BY INSTALLATION OF PERMANENT MARKER(S) �� \18'MIN OVER BURIED COVER(S),AND MEASUREMENT'TIES"TO PERMANENT FEATURES,AND SHOWN ON(RECORD) ®' Z 6"MIN.(TYP.) _ �/�j DRAWINGS(SEE GENERAL NOTES). vi \\/ MOUND OVER FORCE T-4)ALL TANKS SET BELOW SEASONALLY HIGH GROUNDWATER ELEVATIONS SHALL BE ANCHORED AGAINST POSSIBLE LJJ RIGID FOAM INSULATION MAIN WITH SOILAND/ (n PIPES) - x� 4"MIN(6"IF FLOATION USING HEAVY DUTY TANKS WITH 6"EXTENDED INTERGAL BASES,OR BY AN ALTERNATIVE METHOD (MIN.2"THICK)AS OR DUFF/LEAF LITTER; APPROVED BY ENGINEER. LO F- w Z (SEE PLAN FOR SIZE) \� \ ROCK BELOW) WARRANTED/ORDERED DOCUMENT LOCATION ON Y w / / RECORD PLAN T-5)TANKS/STRUCTURES SHALL BE SEAMLESS CONSTRUCTION OR SHALL HAVE WATERTIGHT JOINTS(ASTM C1227).WALL Q>- CC PIPE: PENETRATIONS SHALL BE KOR-N-SEAL,OR OTHERWISE WATERTIGHT AS APPROVED BY ENGINEER.TANKS TO BE I O AA� BURYAS MUCH FINISHED GRADE TESTED WATERTIGHT BY METHOD APPROVED BY ENGINEER(ENGINEER TO WITNESS). (�cl: N AS PRACTICAL W N 16"± T-6)CONTRACTOR TO I NSTALL TAN KS/STRUCTU RES TO(RELATIVE)E LEVATION S SHOWN;DOCU M E NT ELEVATIONS OF F- ❑LU EXISTING GRADE (n Q Q o�. EXISTING FEATURES PRIOR TO START OF CONSTRUCTION. �>> O} 1)BURIAL DEPTH:SEWER:4'0"MIN.COVER;WATER:5'-6"MIN.COVER. NATIVE SOIL > 0 N T-7)SEPTIC TANKS SHALL HAVE AN NSF APPROVED OUTLET EFFLUENT FILTER DESIGNED FOR THE FLOW RATE/TYPE IN THE O^LLJ CC 2A)WATER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 3'-0"AND 5-6"COVER, \ \ \ \ \ \ \ \ \ SYSTEM.FOR SEPTIC TANKS PLUMBED IN SERIES THE EFFLUENT FILTER SHALL BE LOCATED ON THE OUTLET OF THE ~ �DO �� PROVIDE RIGID FOAM INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH \\//\\ \//\\ //\\//\\//\\//\\// DOWNSTREAM TANK ONLY.FRAM E AND COVER TO BE PROVIDED OVER FILTER FOR MAINTENANCE ACCESS,AND LJJ� W� PROVI DES LESS THAN 3'-0"COVER,CONTACT ENGINEER FOR ASSISTANCE. AAA AA �� PERMANENT MARKERS SHALL BE PROVIDED OVERALL OTHER TANK OPENINGS UNLESS OTHERWISE DIRECTED BY m> SW ; \�A VA VA VA VA VA VA\ OWNER. Q> „" (7 LU , 2B)SEWER LINES:IF AVAILABLE DEPTH PROVIDES BETWEEN 2'-0"AND 4'-0"COVER, PROVIDE RIGID INSULATION OVER AND/OR AROUND PIPE.IF AVAILABLE DEPTH SEWAGE FORCE MAINS SHALL BE 0LO TWUj S PROVIDES LESS THAN 2'-0"COVER,REFER TO'SHALLOW PIPE INSTALLATION'DETAIL. BACKFILL AROUND FORCE INSTALLED TO FULLY DRAIN W O •9 �- MAIN WITH NATIVE SOIL BETWEEN PUMP CYCLES.IF FULL - w CE 3)IN VEHICULAR TRAFFIC AREAS,IF 3'0"COVER CANNOT BE ACHIEVED,PIPE(S)SHOULD MINUS STONES LARGER DRAINAGE IS NOT PRACTICAL, U > BE PLACED IN A PROTECTIVE CASING(S). THAN 1",OR CLEAN SAND PROVIDE INSULATION AND HEAT Z O C3 TRACING;CONTACT ENGINEER 0 F- Z FOR GUIDANCE W O Pr O� z 3 PIPE TRENCH:WATER&SEWER LINES 4 SHALLOW PIPE INSTALLATION z _ WD SCALE:N.T.S. WD SCALE:N.T.S. Flill..... w N CONSTRUCTION MILESTONE(CONTACT ENGINEER TO SCHEDULE)• PRIOR TO BACKFILLING OFTLJEN"AND DISTRIBUTION PIPING,ENGINEER TO OBSERVE EXPOSED TLJEN"AND 3.ANNUALLY INSPECT FILTER EFFLUENT FILTERS:FILTER SHOULD BE CLEANED EVERY TIME THE TANK IS INSPECTED. WASTEWATER ASTEWATER DISTRIBUTION PIPING. a.LOCATE OUTLET USING PRESSURE TREATED MARKERS(OR PROVIDE AN AT GRADE ACCESS COVER). DETAILS • PRIOR TO COVERING D-BOX,ENGINEERTO VERIFY INSTALLATION OF SPEED LEVELERSAND EQUAL DISTRIBUTION. b.REMOVE TANK COVERAND PUMPTANK IF NECESSARY • ENGINEER TO VERIFY PUMP STATION SYSTEM INSTALLATION&OPERATION. c.DO NOT USE HOUSE PLUMBING WHEN CLEANING FILTER OPERATION,MAINTENANCE,AND ANNUAL INSPECTION RECOMMENDATIONS PREVENTION: d.PULL FILTER OUT OF HOUSING �D 1.USE WATER EFFICIENTLY,EXCESS WATER USE CAN OVERLOADA SYSTEM. e.HOSE OFF FILTER OVER THE SEPTIC TANK SO THATALL SOLIDS FALL BACK INTO SEPTIC TANK. 2.MONITOR BUILDING FIXTURES AND PLUMBING FOR LEAKS. f.INSERT FILTER BACK INTO HOUSING PROPERLY ALIGNED AND COMPLETELY INSERTED. SHEET:6 OF 8 3.DON'T DISPOSE OF HAZARDOUS WASTE OR HOUSEHOLD CHEMICALS IN SINKS OR TOILETS(I.E.:PAINT,PAINT DISTRIBUTION BOX: THINNER,PETROLEUM PRODUCTS,PESTICIDES,ANTIFREEZE,ETC.) PLOTTED. 12/04/202310.00 AM 1.ANNUALLY INSPECT D-BOX FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION. 4.DON'T FLUSH DENTAL FLOSS,FEMININE HYGIENE PRODUCTS,CONDOMS,DIAPERS,COTTON SWABS,UNUSED 2.REMOVE COVER AT TIME OF EFFLUENT FILTER SERVICE/CLEANING AND MONITOR SPEED LEVELERS FOR CONSISTENCY. QF,�!Fn,W y MEDICATIONS,CIGARETTE BUTTS,COFFEE GROUNDS,CAT LITTER,PAPER TOWELS,AND OTHER KITCHEN AND (ADJUST AS REQUIRED TO PROVIDE EVEN FLOWS TO ALL LATERALS). RF'.�U.H0� O•Q BATHROOM ITEMS THATCAN CLOG AND POTENTIALLY DAMAGE SEPTIC SYSTEMS COMPONENTS. 5.DO NOT DRIVE OR PARK VEHICLES ON A LEACHING SYSTEM. 3.INSPECT D-BOX FOR SOLIDS CARRY OVER TO LEACHING SYSTEM. 6.ONLY PLANT NON-WOODY VEGETATION OVER/NEAR YOUR LEACHING SYSTEM TO AVOID DAMAGE FROM ROOTS. LEACHING SYSTEM: VEGETATIVE GROWTH SHOULD NOTBE ALLOWEDTO BECOME OVERGROWN. 1.INSPECT AROUND SYSTEM FOR EFFLUENT BREAK-OUTS OR EVIDENCE OF WATER FLOWING ATGRADE.(IF WATER IS SEPTIC TAN KS: NOTED,HAVE IT TESTED FOR BACTERIA CONTENT). WycUp N0.062926 P4`i a4pE9fi\0�' 1.ANNUALLY INSPECT TAN KS FOR DETERIORATION,SURFACE WATER INFLOW AND INFILTRATION(CORRECT PROBLEMS 2.INSPECT SYSTEM SLOPES FOR FULL GROWTH OF VEGETATION;REPAIR EROSION AS REQUIRED. IF NOTED). 3.PREVENT DEEP ROOTED VEGETATION GROWTH ON SYSTEM. ROBERT U.HOLMES,II 2.ANNUAL INSPECTION OF TANKS TO DETERMINE SCUM AND SLUDGE ACCUMULATION.SEPTIC TANKS MUST BE P.E.#082026 PUMPED OUT WHENEVER THE BOTTOM OF THE SCUM LAYER IS WITHIN THREE INCHES OF THE BOTTOM OF THE 4.INSPECTAND MAINTAIN UPLAND RUNOFF DIVERSION SWALES AROUND SYSTEM. " " '"'' "''" """ V°""""R IIIiiO 4°" V°""""R "" """ 4""^IIiiO " " "" 4°" 4" V"""""R "" COPYRIGHT O 2023 OUTLET BAFFLE OR SANITARY TEE OR THE TOP OF THE SLUDGE IS WITHIN TEN INCHES OF THE BOTTOM OF THE ,,,„„, � ,, T ul ,,, IIIIIW,,, Iliii a"'" to„, V ,,, ,„,IIIIIW,,, ' Iliii„m"° „., �pl .� om�rcoEiEsoFTws DaawwcwaewEseaLs.CLLee „„ upl li„„ w, ..�,u' w, i,,, li„„� comsiDEXCEIT E CE D.nD.eanE oF.xis Docunnem. OUTLET BAFFLE OR SANITARY TEE.(MONITOR TANKS FOR FUTURE SCHEDULING OF INSPECTIONS AND PUMP OUT). exceE,Ora ucemseD em�weea is umuwFuL. PUMP STATION SPECIFICATIONS ELECTRICAL SPECIFICATIONS(CONTINUED) o° COORDINATE LOCATION (9)PROVIDE TERMINATIONS IN WET WELLJUNCTION BOX PER MANUFACTURER'S PUMPS z?d INSTRUCTIONS. WITHOWNER PUMP SETTINGS: (SEE PUMP (1)INSTALL PUMP PER MANUFACTURERS RECOMMENDATIONS. STATION SECTION) (10)BOND CABLE GROUNDTO PUMP HOUSING AND IF APPLICABLE,THE GUIDE RAILS. URz (2)ENGINEER TO WITNESS OPERATION OF PUMP STATIONS UPON COMPLETION. (11)ALL WORK MUST CONFORM TO THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE oz� DUPLEX PUMP CONTROL PANEL w WITHAUTOMATIC PUMPALTERNATOR ZONE DEPTH(N.) VOLUME(GAL.) (3)SUBMERSIBLE EFFLUENTPUMP,10,115VOR230VTO MATCH POWER SUPPLY. ANDANY a � & APPLICABLE LOCAL OR STATE CODES. CC E X(NORMAL OPERATING 6 47 4)EA"SOLIDS HANDLING. w n RANGE) 12)CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AT THEIR EXPENSE - . 3 F�q (5)if"HP SUBMERSIBLE EFFLUENTPUMP,FL50 SERIES BY LIBERTY OR EQUIVALENT;TO BE VERIFIED (13)PROVIDE NYS BOARD OF FIRE UNDERWRITERS INSPECTION CERTIFICATE AT Y 6 47 DURING CONSTRUCTION PRIORTO PUMP PURCHASE;CONTACT ENGINEER FORASSISTANCE COMPLETION OF 3 m ALARM Z 25 195 (6)TESTPUMPS FOLLOWING INSTALLATION;MEASURE DISCHARGE RATE DURING TESTANDADJUST WORK, G PANEL THROTTLING TO ACHIEVE 20 TO 30 GPM DISCHARGE RATE.MARK VALVE OPERATOR(S)AT THIS O JUNCTION BOX (14)PERFORM ALL TESTS TO VERIFY THAT THE ENTIRE INSTALLATION IS FUNCTIONING AS 1 -- POSITION. REQUIRED. , G WETWELL: Z Ex° PIPING SYSTEM m NFz PUMPS)-2 (1)DOSE VOLUME:47 GALS. (1)PUMP STATION PIPING: '1' zF" SCHEDULE SO PVC. CONTROL&ALARM PANEL(S) (2)VALVES: O �R (1)INSTALL CONTROLS PER MANUFACTURERS RECOMMENDATIONS. CHECK-PVC,BALL TYPE. O O Ea 10 POWER(SOURCE PER OWNER) SHUTOFF/THROTTLING-BALL VALVE-PVC ",-A Z 3 (2)ENGINEER TO WITNESS OPERATION OF CONTROL PANELS UPON COMPLETION. w Uw 3 O o (3)DUPLEX CONTROLLER WITH ALTERNATOR AN D ALARM;MODEL 122 BY SJE RHOMBUS,OR STRUCTURES EQUIVALENT;IF AVAILABLE INCLUDE PUMP SEAL FAILURE ALARM;ENCLOSURE TYPE DICTATED BY z LOCATION. O ERWISE NOTED,EAVY DUTY CONSTRUCTIONPRE-CAST LE CONCRETE AFFIC ES DING,UNLESSBY MILLER 3�O, O O °— OTHERWISENOTED,SHALLBEPRE-CAST CONCRETE STRUCTURES BY FORT MILLER CO.INC. Qw Uw 6. INLET TO LEACHING SYSTEM OR APPROVED EQUIVALENT. PENETRATIONS FOR PIPE AND CONDUITSHALL BE �`C7 ❑ w 30 (5)DOSING:TREATMENT SYSTEM SHALL BE DOSEDAS INDICATED IN THE"DESIGN INFORMATION"ON ❑Z OZ THESE DRAWINGS". SLEEVED;SEAL SLEEVE TO WALL WITH NON-SHRINK GROUT(OR OTHER APPROVED ❑Q Q METHOD,LE.KOR-N-SEAL BOOT),SEAL PIPE TO SLEEVE WITH WATERTIGHT ELASTOMERIC CC=❑= ❑ "'o MATERIAL). OU (4)PROVIDE SEPARATE POWER CIRCUITS,WITH BREAKERS,FOR PUMPS AND ALARM. UO O 2"TEE W/DRAIN BACK VALVE (S)HOA SWITCH,WITH RUN LIGHT ON PANEL DOOR FOR PUMP. I2I THERMOPLASTIC STRUCTURES SHALL BE DESIGNED FOR THE USE PROPOSED,AS DEMONSTRATED BY THE MANUFACTURER AND AS APPROVED BY THE ENGINEER. ( ) ( ) a a a a a a ogo 6 VISUAL AND AUDIO ALARMS. 3 TANKS SERVING AS PUMP STATION WET WELLS,AND ALL CONNECTIONSTHERETO, w (7)ALARM RESET AND TEST BUTTONS ON DOOR. SHALL BE TESTED AS WATERTIGHT,TEST METHODTO BE APPROVED BY ENGINEER. z � INSTALL PUMPS UNDERCOVER TO FACILITATE m EASY REMOVALAND INSTALLJUNCTION BOX (8)LOCATE AS DIRECTED BY OWNER. �„� �„� �„� o8. WITHIN REACH OF COVER FOR MAINTENANCE 48"DIA.X 67"(200 GAL.FIBERGLASS z PURPOSES. PLAN PUMP STATION(SEPTIC SOLUTIONS)) (9)FLOAT LEVEL SWITCHES FOR PUMP AND ALARM CONTROL REQUIRED. o 0 o zz WITH DUPLEX PUMPS BY SEPTIC SOLUTIONS (10)WATER SUPPLY SHUTOFF AT HIGH WATER LEVEL(SOLENOID OR ELECTRICAL RELAY). c- o ERA ELECTRICAL SPECIFICATIONS 2'0 HATCH COVER SIZING, TO FACILITATE EASY ACCESS TO O PUMPS DURING FUTURE MAINTENANCE CONTROL POWER w 2"TEE 115 VAC Z J 2"RISER WITH CAP FOR LIFT OUT "T"HANDLE VALVE OPERATOR JUST UNDER OPENING, (1)(2)(3) (4) (5)(6) OR EQUIVALENT(COORD WITH OWNER) REMOVABLE FOR USE WITH 2"VALVES,HANG NEAR HATCH NEW RELAY J F w Z AUX. HI LEVEL ALARM (IN CONTROL PANEL) �} S cn O U� � v N EMA TYPE 6JU NCTION BOX GRADE TO DRAIN gwgy�,J (7) R LU WATE R TIG HT JOI NTS IT �� R M WATER PUMP CE W �CC K�K�K�KKX/ SEPTIC,/ EFFLUENT PUMP L2 230 vAc. 1PR) w INLET FROM SEPTIC TANK TO LEACHING SYSTEMSJ� \ V�V� ��` TANK STATION (a)(9) J Q> >z 2ND ALARM ON&WATER SUPPLY SHUT OFF \N //�� /� C❑> (�'3W 2"PIPING j�� FORCE MAIN (1)PROVIDE SURGE ARRESTER IN POWER SUPPLY PANELBOARD.SURGE ARRESTER SHALL BE A SQUARE D C�� z� > Q �� CATALOG#SDSA1175 OR EQUIVALENTAND RATED FOR 240/120 VAC,SINGLE PHASE SERVICE.UT �O W LL w Z� 5 67,r �� CORDS(2 REQ D)ATTACHEDTO STOAINLESS (2)IF PANELBOARD IS NOTGROUNDED,PROVIDER#4AWG COPPER GROUND CONDUCTOR FROM THE LLJ w �� STEEL EYELET PANELBOARD TO A 5/8"X8'COPPER CLAD STEEL GROUND ROD AND BONDED TO THE WATER SERVICE �0 U PIPING. 0 O ®a ALARM ON&LAG PUMP ON Y 3jq'FULL PORT BALL VALVE (3)FOR SIMPLEX PUMP,PROVIDE 1-1 POLE CIRCUIT(AMPERAGE TO MATCH PUMP REQUIREMENTS) L O PUMP ON CE X �� BREAKER(PUMP POWER)AND 1-1 POLE 15 AMP CIRCUIT BREAKER(CONTROL POWER)IN PANELBOARD. 0� Z X(NORMAL IF NO SPACE IS AVAILABLE IN PANELBOARD,PROVIDE A LOADCENTER(SQUARE D TYPE QO OR 6" PITLESSADAPTEROREQUIVALENT Z _ PUMPS OFF FLOAT SWITCHES(4 REQ'D) OPERATING RANGE) �� '� EQUIVALENT)ADJACENT TO THE PANELBOARD.THE LOADCENTER SHALL BE RATED FOR 240/120 VAC, [Fill Q � � �� SHALL HAVE A NEMA 1 ENCLOSURE AND SHALL CONTAIN THE TWO CIRCUIT BREAKERS DESCRIBED /\/\ 16 \ \� PROVIDE 2"TEE WITH ABOVE.PROVIDE A TAP CONSISTING OF(2+GND)CONDUCTORS FROM THE PAN ELBOARD TO THE LUGS / �� Y �� 2"BALL VALVE(N.C.)ON BRANCH ON THE LOADCENTER.R. Q 2 EFFLUENT PUMPS �j �j 12 MIN \\ �� (FOR WINTER DRAIN BACK) w " y*5 �� (4)ALL ELECTRICAL CONDUCTORS ARE TO BE SIZED ACCORDINGLY TO MATCH ELECTRICAL w NATIVE BACKFILL �\�j)y'L`�y'L`� 'L`y'LVi`yt(t 1' 4 1. 1. 1. 1. `1. REQUIREMENTS OF EACH COMPONENT. THOROUGHLY COMPACTED ��j�� / ,,,`L1 ,U,� "Lvy�, \yV \y\W y„Yy\y \/ ANCHOR BASIN USING SS CABLE STRUNG BETWE N SS LTS ON BASIN FLANGE ��"� �G�� AND SSEYE BOLTSOON P.T.6x6 IFR REQUIRED; PROVIDE PROVIDE(2+(2)CONDUCDT)ORS FROMORS CONT OIL POWER C PUMP OWER CIRCUIT BREAKER TO CONTROL I CUIT BREAKER TO CONTROL PANEL.PAN EL. Ems/ /�G MIN.(3)6X6 GROUND CONTACT P.T. �� DUPLEX $EW/yvlE IF REQUIRED;CONTACT ENGINEER FOR GUIDANCE � \ CONTACT ENGINEER FOR GUIDANCE NONMETALLIC SHEATHED CABLE(ROM EX)MAY BE USED.IF SINGLE CON DOCTORS ARE USED THEY MUST EJECTOR SYSTEM �� 6x6PLATES BE INSTALLED IN EMT. 6"(MIN.)COMPACTED CRUSHED STONE �� %�� (TYP EACH END)(IOF NNEC REQUIRED) (6)INSTALL CONTROL PANEL AND HIGH LEVEL ALARMS PROVIDED WITH PUMP. MATERIALATOP FIRM NATIVE FOUNDATION GALVANIZED EYE BOLT(TYP. SECTION TOP AND BOTTOM) (7)IF A RELAY IS USED TO SHUT OFF THE WATER PUMP DUE TO A HIGH LEVELALARM THEN THE 2"CHECK VALVE FOLLOWING SHALL BE PROVIDED.PROVIDE AN AC INDUSTRIAL CONTROL RELAY IN A NEMA 1 Psi ENCLOSURE(SQUARED CLASS 8501 TYPE X OR EQUIVALENT).RELAY COIL SHALL BERATED FOR 120 VAC. RELAY CONTACTS SHALL BERATED ACCORDING TO WATER PUMP MOTOR FULL LOAD AMP RATING OR SHEET:7 OF 8 FOR 10 AMPS IF WATER PUMP CONTROL CIRCUIT CAN BE USED.LOCATE RELAY ADJACENT TO CONTROL PANELAND LABEL ENCLOSURE.PROVIDE WIRING TO RELAY FROM CONTROL POWER CIRCUIT LISTED IN PLOTTED. 12/04/202310.OO AM NOTE 3 FOR PROPER OPERATION OF RELAY. NOTES: PUMP STATION NOTES: PSI-1)PUMP STATION TO BE 200 GALLON DUPLEX FIBERGLASS WITH PUMPS AND (8)PROVIDE(9)TYPE THW CONDUCTORS(2+GND)CONDUCTORS FOR PUMP AND(6)CONDUCTORS FOR 1)LOCATE VALVE OPERATORS&JUNCTION BOX TO BE READILY ACCESSIBLE THROUGH COVER(S). LEVEL CONTROL SIGNALS)INA 2"SCHEDULE 40 PVC CONDUIT FROM THE CONTROL PANEL TO THE WET ALTERNATING CONTROL PANEL BY SEPTIC SOLUTIONS INC. WELL JUNCTION BOX.PVC CONDUIT SHALL BE BURIED A MINIMUM OF 24"BELOW FINISHED GRADE. C� 2)WATER SUPPLY SHUTOFFTO RELAY TO SHUTOFF WATER SUPPLY PUMP POWER.(SEE ELECTRICAL SPECIFICATIONS) PSI-2)PUMP STATION EXCAVATION SHALL BE EXAMINED FOR EVIDENCE OF SEASONAL TRENCH SHALL BE BACKFILLED WITH CLEAN SAND FILL UNTIL CONDUITARE COVERED. 3)OPEN"DRAIN BACK"BALL VALVE ON FORCE MAIN TO WINTERIZE SYSTEM. HIGH GROUNDWATER,CONTACT ENGINEER FOR GUIDANCE,AND PROVIDE ANTI-FLOTATION MEASURES AS SHOWN/DIRECTED. d� N0.062926 41i RECORD DRAWINGS PUMP STATION NOTES: �G anaEss (1) ACTUAL PUMP STATION INSTALLED WAS A RECTANGULAR CONCRETE TANK. (2) ALL OTHER REQUIREMENTS OF PUMP STATION HAVE BEEN MAINTAINED. ROBERT U.HOLMES,II P$1 DUPLEX EFFLUENT PUMP STATION . . ... °.. .SCALE:N.T.S. IIpIi °,„. I„.. II . I,,,.. „.. II oNr oPp uOAYRG TB 02Es�sA aE E o oNs oEA w, oN oF,s oo MEN, EROSION 8r,SEDIMENT CONTROL CONSTRUCTION NOTES: SANDBAGS LAID D END,PERPENDICULAR TO DIRECTION OF FLOW EROSION&SEDIMENT,CONTROL: T STEEL OR 2"x 2" 1)CONTACT PERMITTING AUTHORITIES REGARDING CONSTRUCTION START DATE,AND ENGINEER TO SCHEDULE A GEOTEXTILE FABRIC MEETING ESC-1)LAND DISTURBANCE IS DEFINED AS DISRUPTION OF ESTABLISHED GROUND COVER/SOIL,AND NO LAND 0 �a HARDWOOD POSTS z PRE-CONSTRUCTION MEETING,PRIOR TO START OF CONSTRUCTION. NYSSSESC SPECIFICATIONS WOVEN WIRE FENCE DISTURBANCE SHALL TAKE PLACE UNLESS PROVISIONS ARE IN PLACE TO CONTROL EROSION AND Z (MIN.14 GAUGE W/ SEDIMENTATION.LAND DISTURBANCE SHALL NOT EXCEED LIMITS SHOWN ON DRAWING WITHOUT APPROVAL 2)EROSION&SEDIMENT CONTROL TO BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FLOW 24 (MAX.)TYP. MAX.6"MESH SPACING) OF THE PERMITTING AUTHORITY. � ON REINFORCED SILT FENCE zso 3)NYSDEC TRAINED PERSONNEL IN EROSION AND SEDIMENT CONTROL SHALL INSPECT SITE DAILY AND MAINTAIN E ESC-2)FROM DAY 10F CONSTRUCTION UNTIL FINAL SITE STABILIZATION,ALL EARTHWORK SHALL BE L LOG/REPORT BOOK. �� TYPICAL CONTROLLED TO PREVENT EROSION&SEDIMENTATION IN ACCORDANCE WITH PROVISIONS SHOWN ON THESE w r `` TIEPOINTS PLANS AND THE "NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL va Y HARD SURFACE Q N�a (NEW YORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL"BLUE BOOK"CAN BE FOUND AT: ��`�6 (NYSSSESC),ISSUED BY THE NYSDEC,LATEST EDITION.ALL ESC DEVICES SHALL BE MAINTAINED IN ACCORDANCE 3 SoU http://www.dec.ny.gov/chemical/29066.html SECURELY FASTEN WIRE TOTHE NYSSSESC.EROSION CONTROL OPTIONS INCLUDE:A)GRADE DISTURBED AREA AND SEED(TEMPORARY °�Fz If 10'MAXIMUM yI FENCE TO POSTS& OR PERMANENT)IMMEDIATELY AFTER CURRENT WORK IS COMPLETED OR TEMPORARILY SUSPENDED,B) Q OTHER ENVIRONMENTAL CONTROLS: SAND BAGS FABRIC TO FENCE MULCH WITH STRAW,BARK MULCH,STONE,ETC.,C)APPLY EROSION CONTROL MATTING,OR D)OTHER,AS 3 m C APPROVED. CC _ 1.)PROTECTSITE DURING CONSTRUCTION IN ACCORDANCE WITH NYSDEC STORMWATER DESIGN MANUALAND NYS 0 of EROSION&SEDIM ENT CONTROL GUIDLIN ES("BLUEBOOK");LATEST EDITION ESC-4)FROM DAY 1 OF CONSTRUCTION UNTIL FINAL SITE STABILIZATION,SEDIMENT CONTROL MEASURES � z 2"X2"WOODEN STAKES SHALL BE MAINTAINED IN FULL OPERATIVE CONDITION UNTIL PERMANENT SITE STABILIZATION IS COMPLETE COMPOST PLACED AT 10'O.C. AN D PERMANENT GROU ND COVER ESTABLISHED AS DEFINED BY NYSDEC STANDARDS. C2 N°o 2.)TEMPORARY FUEL TANKS SHALL BE PROVIDED WITH SECONDARY CONTAINMENT EQUAL TO 100%OF TANK CONTENTS; FILTER SOCK STEEL OR N B z MAX.SPACING Z AND AREA UNDER FUEL LINES SHALL BE COVERED IN WOODCHIPS,ABSORBENT MATTING,OR OTHER APPROVED HARDWOOD POST ABSORBENT MATERIALS. ESC-5)FOR PROJECTS IN THE LAKE GEORGE BASIN: iwz�ESC-SA)WITHIN 500 FEET OF THE MEAN HIGH WATER OF ANY LAKE,POND,RIVER,STREAM,OR WETLAND,NO = �� W W W W W W W V-4" V-4" LAND AREA,INCLUDING AREAS STOCKPILED WITH EARTHEN MATERIALS,WHICH HAS BEEN CLEARED MAY BE 0 WOVEN WIRE FENCE MADE OR LEFT DEVOID OF GROWING VEGETATION FOR MORE THAN 24 HOURS WITHOUT A PROTECTIVE SHEET FLOW DRAINAGE Z O & a <-FLOW COVERING SECURELY PLACED OVER THE ENTIRE AREA AND/OR EROSION CONTROL DEVICES PROPERLY O Nv; 1 1 B 1 B FLOW z MIN. INSTALLED TO PREVENT SEDIMENTS FROM ENTERING THE WATER BODY.ACCEPTABLE PROTECTIVE COVERINGS w U w N. $ INCLUDE NATURAL MULCH OF A DEPTH OF TWO INCHES,ROCK RIP-RAP,NON-DEGRADABLE MATERIALS SUCH w=w OEXIST F ? CONTING OURS `�v� y v AS PLASTIC OR CANVAS COVERINGS,AND IMPERVIOUS STRUCTURES. Ly: GEOTEXTILE FABRIC3 0 z �q"(MIN.) ESC-5B)IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS BEEN TEMPORARILY OR PERMANENTLY CEASED, =O= o3� RG 4"x6"TRENCH DRAIN ROCK TEMPORARYAND/OR PERMANENT SOIL STABILIZATION MEASURES SHALL BE INSTALLEDAND/OR IMPLEMENTED Qij Uij �Yo BUT BALES TOGETHER, 1'-4" WITH COMPACTED BACKFILL 1'--4" CC CC > ° LE.:NO GAP \ (IF REQUIRED) WITHIN SEVEN(7)DAYS FROM THE DATE THE SOIL DISTURBANCE ACTIVITY CEASED.THE SOIL STABILIZATION ❑0 O Z ❑ m3o �0, MEASURES SELECTED SHALL BE IN CONFORMANCE WITH THE MOST CURRENT VERSION OF THE TECHNICAL ❑Q wQ 0 y GEOTEXTILE FABRIC STANDARDS,NEW YORK STANDARDSAND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL,AND IN THE CC=❑= ❑ U GEOTEXTILE FABRIC WRAPPED ` O� l0 i ti& $ OU wU g p LAKE GEORGE BASIN SHALL BE IN ACCORDANCE WITH LGPC REGULATION 646-4.15(C). m AROUND HAY BALES,AS SHOWN ABOVE ■ mac" i y0 ■ NOTES; w0�O = oa= 2"x2"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 IS APPLICABLE TO SHEET FLOW DRAINAGE ON A TEMPORARY 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(1 YEAR MAXIMUM)FOR EROSION CONTROL. REQUIRED TO INCORPORATE EXTRA MEASURES DURING REVEGETATION IN ORDER TO REDUCE EROSION AND a a a a a a wzo MAINTAIN WATER QUALITY.THESE EXTRA MEASURES INCLUDE,BUT ARE NOT LIMITED TO,THE USE OF SCREEN ■ ■ 2)SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. MESH,NETTING,EXTRA MULCH,AND SILTATION FENCES. = R 2"X2"WOODEN ■ COMPOST FILTER _ o 4"MIN. STAKES PLACED SOCK PER ESC-6)ALL CONSTRUCTION ACTIVITY SHALL STOP IF EROSION AND/OR SEDIMENTATION IS EVIDENT,INCLUDING m 3)ALL MATERIALS AND INSTALLATION SPECIFICATIONS SHALL BE AS FOUND IN THE LATEST B"MIN.TYP. NYSSSESC IF IN PLACE CONTROLS ARE DAMAGED OR DESTROYED OR ARE INADEQUATE.CONSTRUCTION ACTIVITY SHALL ( ) 10'O.C. VERSION OF THE NYSSSESC. a a a =:, OVERLAP FABRIC NOT RESUME UNTIL SUCH TIME AS CONTROLS ARE IN PLACE TO PREVENT FURTHER ENVIRONMENTAL IMPACT o 0 0 @ STAKE 4)INSPECTAND REPAIR FENCE AFTER EACH STORM EVENTAND REMOVE SEDIMENTAS AND UNTIL SUCH TIME AS THE PRIOR IMPACT IS REMEDIATE D. w E. NEEDED;9"(MAX.)RECOMMENDED STORAGE HEIGHT. o ~ Cm4 BEDDING DETAIL ESC-7)DETAILS SHOWN ON THIS DRAWING ARE ONLY EXAMPLES OF APPLICABLE EROSION AND SEDIMENT Ll o 0 0 o°', 1.)COMPOST FILTER SOCKS WILL BE PLACED ON THE CONTOUR WITH BOTH TERMINAL ENDS OF THE SOCK 5)REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE CONTROL SYSTEMS;CONTRACTOR TODETERMINE"BEST MANAGEMENT PRACTICE(S)"AND SUBMIT TO OWNER/ o�o NOTES: EXTENDED S FEET UP SLOPE ATA 45 DEGREE ANGLE TO PREVENT BYPASS FLOW. 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 B"DIAMETER SOCKS MAYBE USED FOR RESIDENTIAL LOTS TO CONTROL AREAS LESS THAN.25 ACRES. 6)DETAIL SHOWN IS EQUIVALENT TO A"REINFORCED"SILT FENCE.REFERENCES MADE TO EARTHWORK&TURF ESTABLISHMENT. O DIKES ARE NOT SUITABLE FOR STREAM CHANNELS. "STANDARD"AND"SUPER"SILT FENCE,SEE NYSSSESC. ET-1)ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE DIRECTED ON 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 2)HAY BALE DIKES MAYBE USED FOR TEMPORARY(160 DAYS MAXIMUM)EROSION CONTROL. BE AS FOLLOWS:SOILS RESTORATION REQUIREMENTS AS DEFINED IN CHAPTER 5.1.6 OF"NEW YORK STATE SOIL ON IO FOOT CENTERS ON THE CENTERLINE OF THE SOCK. SILT FENCE STORMWATER DESIGN MANUAL":APPLICATION OF 3"OF COMPOST,TILLING COMPOST INTO SUB-SOILA z 4.)THE MAXIMUM SLOPE LENGTH ABOVE A COMPOST FILTER SOCK SHALL NOT EXCEED THE FOLLOWING MINIMUM DEPTH OF I2".APPLICATION OF TOPSOIL TO A DEPTH OF 6".VEGETATE AS REQUIRED PER uj STRAW BALE DIKE LIMITS LANDSCAPING PLAN,IF APPLICABLE,OR AT THE DIRECTION OF OWNER. U):5 ET-2)TOPSOIL,PLANT/SEED,AND MULCH DISTURBED AREAS TO ESTABLISH PERMANENT VEGETATIVE GROWTH J F- w Z DIMETER SLOPE% (GRASS OR OTHER NATIVE/NATURALIZEDGROUNDCOVERS);CONTACT OWNER AND/OR LOCALSOIL CCU Y (IN.1 z 5 10 20 25 33 so CONSERVATION SERVICE FOR RECOMMENDED MATERIALS AND APPLICATION. _ CC U 8 225* zoo 100 50 20 - - > 12 zs0 zzs l25 11 so 0 25 ET-3)CONTRACTORTO PROTECT EXISTING STRUCTURES&PERSONAL PROPERTY DURING WORK.WHERE 4 -b FLpW la n5 zso 150 ]0 ss 45 30 POSSIBLE,ROUTE VEHICLESAND COMPLETE ALLWORKOUTSIDE OF ROOTZONES OF MAJORTREESAND �� OW T\f) 24 350 2s zoo i3o too so 35 AROUNDOTHERFEATURES,ASPRACTICALANDASDIRECTEDBYOWNER. co< Qz A a � � b B 4'MIN.� 3z 4so 3zs zzs o 0 o CONSTRUCTION ENTRANCE SPECIFICATIONS O y LENGTH IN FEET ET-4)NO CLEARING OR GRUBBING BEYONDTHE CLEARING LIMITS LABELED SHALLOCCUR UNLESSAPPROVED IN C E W CCrn * I CS-1)AGGREGATE: ADVANCE BY ENGINEER AND PERMITTING AUTHORITY(IES). wp0 �r T�T pry FILTER SOCK A)STONE SIZE-USE#3 OR#4(1"-4")STONE OR RUBBLE. LLJ� cn 4) �4'MIN. > LIGHT RIP RAP(TYP.) COMPOST 1�IL1 ER SOCK J Q >Z E„ B)THICKNESS:NOT LESS THAN 6". M =W 0 Lu ✓.�i,,.0' NON-WOVEN GEOTEXTILE FABRIC CS-2)LENGTH: U _ S O A)TYPICAL COMMERCIAL/INDUSTRIAL ENTRANCE LENGTH=RECOMMENDED 50 MIN. Z 0 w DIKE CONSTRUCTED USING B)A SINGLE RESIDENCE LOT ENTRANCE LENGTH=RECOMMENDED 30'MIN. Ow TO o9 �6 ORIGINAL GRADE CRUSHED STONE AND LIGHT LENGTH: DITCH STABILIZATION GUIDELINES LLl - w NOTES: RIP RAP 30'-50' CS-3)WIDTH. (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED,ADDITIONAL Cry > (SEE NOTES) A) RECOMMENDED 12'MIN.WIDTH WITH SEPARATE ENTRANCE&EXITS TO SITE OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) Z O 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 O zz DS-1)0-6%:SEED&MULCH A CHECK DAM SEDIMENT TRAP IN A DRAINAGE DITCH;IF USED ASA CHECK DAM,PROVIDE OVERFLOW CAPABILITY. W 0 AGGREGATE CS-4)GEOTEXTILE: U : 0 CE 2)"A"TO BE20R 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)6-10%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING S THICK( Z _ (SEE NOTE) B)NOT REQUIRED ON A SINGLE FAMILY RESIDENCE LOT (EX.NORTH AMERICAN GREEN MODEL:P300 OR APPROVED EQUIVALENT) 0 3)"B"TO BE HEIGHT SHOWN ON PLAN OR EQUALTO HEIGHT OF ADJOINING GROUND OR MAXIMUM 16"HIGH. C)FABRIC SPECIFICATIONS7 Q LIGHT DUTY ROAD=MIRAFI 100X OR APPROVED DS-3)10-15%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING 4)SEDIMENTTO BE REMOVED WHEN 25%OFTHE DIKE'S FUNCTIONAL VOLUME HAS BEEN LOST. O� O O O O O O O�O O O O EQUIVALENT (EX.NORTH AMERICAN GREEN MODEL:C350 OR APPROVED EQUIVALENT) in HEAVY DUTY ROAD=MIRAFI 60OX OR APPROVEDRll w 5)DIKES TO BE REMOVED AND AREAS STABILIZED WITH AN APPROPRIATE VEGETATION THAT MATCHES EQUIVALENT DS-4) W/PERMANENT EROSION CONTROL MATTING SURROUNDING AREAS AND MULCHED TO PREVENT EROSION. `o p o 0 o p v o p o o o WIDTH: 12'-24' (EX.NORTH AMERICAN GREEN MODEL:P550 OR APPROVED EQUIVALENT) a (SEE NOTE) CS-5)SURFACE WATER: OR OTHERAPPROVED MEASURES(STONE CHECK DAMSAND/OR RIP RAPPED CHANNEL) O ALLSURFACE WATER FLOWING OR DIVERTEDTOWARD CONSTRUCTION ENTRANCE SHALL BE PIPED BENEATH THE ENTRANCE,IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM WITH SLOPE STABILIZATION GUIDELINES ENVIRONMENTAL L7 5:1 SLOPES MAY BE CONSTRUCTED STONE EARTH DIKE CS THE (GUIDELINES ARE PROVIDED TO OFFER ALTERNATIVES FOR STABILIZATION,AS NEEDED;ADDITIONAL CONTROLS OR MORE AGGRESSIVE TREATMENTS MAY BE NECESSARY DEPENDING ON SITE CONDITIONS) CONTROLS Il �7 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE SS-1)0-25%:SEED&MULCH (CONTRACTOR MAY USE THE DETAIL SHOWN ABOVE FOR SEDIMENTCONTROL FOR CONCENTRATED FLOWS) GEOTEXTILE: PERIODICTOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMANDAND REPAIR AND/OR �� 10' MIN. SS-2) -33%:SEED&MULCH W/TEMPORARY EROSION CONTROL MATTING (CONTRACTOR MAY REFER TO NEWYORK STANDARDS AND SPECIFICATION FOR EROSION AND SEDIMENT CONTROL PLACED OVER ENTIRE AREA CLEANING OF ANY MEASURES USED TOTRAP 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) SHEET:8 OF 8 CS-7)WASHING: SS-3)33-50%:SEED&MULCH W/TEMPORARY OR PERMANENT EROSION CONTROL MATTING ON WHEELS SHALL BE CLEANED TO REMOVE SEDIM ENT PRIOR TO ENTRANCE ONTO SLOPES PLOTTED. 12/04/202310.OO AM 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:S150BN OR APPROVED EQUIVALENT) TO PREVENTTRACKING ONTO HIGHWAY. STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. SS-4)50-100%:SEED&MULCH W/PERMANENT EROSION CONTROL MATTING ON SLOPES O Nk,.W Y CS-B)INSPECTION: (EX.NORTH AMERICAN GREEN MODEL:SC150BN ORAPPROVED EQUIVALENT) , het U.Hp��,Sys CONSTRUCTION ENTRANCE RAIN PERIODIC INSPECTIONAND NEEDED MAINTENANCE SHALL BE PROVIDEDAFTER EACH SS-5)10090:CONTACT ENGINEER FOR GUIDANCE. 1 SEDIMENT CONTROL BARRIER (SHEET FLOW) 1 r�sFo N0.082026 EC1 SCALE:N.T.S. SHEET FLOW BARRIER DEVICE SYMBOL: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx ppO'E�3N, (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 �� 4 ��ilmu CO Ha�TE 2023 BLUE BOOK"FOR OTHER METHODS OF EROSION AND SEDIMENT CONTROL(CONTACT ENGINEER PRIOR TO MAKING SUBSTITUTIONS) " " "". "III"" °"""""'m "^^IIIoOi lil""". 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