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SEP-0690-2022 SEPTIC DISPOSAL PERMIT office Use onl', 1: APPLICATION o Permit#: 0� 0 2k) Iorn or L1 ci nc iuy .�yea .�- --" ep�' Permit Fee:$ E �`- ��w��•,-.�-- gl Invoice#f: 742 Bay Road,Queensbury,NY 1'1L804. P:518-761-8256 www. ueensb r A�die 01 2g23 SepticVarianc-• No 4 ��R Flood Zone? No TOM OF i?i.)ty� oti S;�l BUILDING pp. Wetlands? No Reviewed By: Project Location: 20 Bur Ridge-Rd-""""`_ — Tax Map.#: 239.16-1-19 RE\/I ED 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) ❑ 0 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 4 110 440 Installed? (choose one) ❑ ❑ PARCEL INFORMATION: Topography ❑ Flat Rolling 0 Steep Slope % Slope Soil Nature 0 Sand ❑ Loam ❑ Clay ❑ Other, explain: Groundwater At what depth? n/a Bedrock/Impervious material At what depth? 2-3 ft Domestic Water Supply ❑ Municipal ❑Well ['Lake • (if well or lake, water supply from any septic system absorption is ft.) Percolation Test . Rate: 6-7 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size 1250 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: 20'x 30' stone absorption bed(12"thick) 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): Environmental Design Partnership Mailing Address, C/S/Z:•.900 Route 146 Clifton Park NY 12065 Cell Phone: Land Line: 518.371-7621 x 138 Email: cdemyer@edpllp.com • Primary Owner(s): Daniel Slole Name(s): Mailing Address, C/S/Z: 17 Colonial Green Albany NY 12211 Cell Phone: Land Line: 518-322-9752 Email: dslote@nalplatforms.com ❑ Check if all work will be performed by property owner only • • Contractor: Contact Name(s): Contractor Trade: Ji %40 cvtl Mailing Address,C/S/Z: / ), 'y� �oZ V ()cc-� F,� //i /02 I s' Cell Phone: ,-10 - f,'.C"7..: /j'q Land Line: ,!',J'ne • Email: %z(ccytact IA C. /H vsSt L/? • **Worlcers' Comp documentation must be submitted with this application** . • • Engineer(s): Name(s): Environmental Design Partnership Mailing Address, C/S/Z: 900 Route 146 Clifton Park NY 12065 Cell Phone: Land Line: 518-371-7621 x 138 Email: cdemyer@edpllp.com Contact Person for Compliance in regards to this project: Connor DeMyer Cell Phone: Land Line: 518-371-7621 x 138 Email: cdemyer@edpilp.com Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. PRINT NAME: SIGNATURE: DATE: Septic Application Revised July2022 r''' TOWN OF Q1IEENSBURY 742 Bay Road, Queensbunj, NY. 12804-5902 Septic System Checklist ‘P(4 Plan to scale le)Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and AV June 30 to April 15 Town Engineer for unapproved Engineers and Architects)hi /VT/All wells on property and adjacent properties shown t� � t MVCit r el_. 'j 4Nater line shown Municipal or well 10'separation to any part of system P Setback to property lines show 10'or more for any part of system ! Septic 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) 'VI) Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each 101Leech Field 20'from foundation 100'from any well 10'from water line N iA Seepage pit 150'from well 50'from septic tank r Seepage Pits 3-times diameter apart Septic tank and pump stations over 30 gallons 50' from watercourse or wetland 4 distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George Kileech field 100'from watercourse or wetland NIVToe of mound or bottom of retaining wall 10'from property line 100'from well 20'from Foundation A Provide Engineer/Architect stamp for bed or design systems 1 *Department of Health Approval for all mobile home park new systems Flood Plain requirements PO 2'above established flood elevation to bottom of system NOAll tanks anchored or 2' above flood elevation Dimrioarl en ci',mi 900 Route 146 Clifton Park, NY 12065 (P) 518.371.7621 (F) 518.371.9540 edpllp.com September 26, 2023 Town of Queensbury Building & Codes 742 Bay Road Queensbury, NY 12804 Attn: John O’Brien, Director Re: Slote Residence – 20 Burnt Ridge Road Dear Mr. O’Brien: In compliance with application approvals granted by the Town of Queensbury I offer the following regarding the referenced project. The design plans, prepared by this office, reviewed and approved by the Town as associated with the wastewater system application, are as follows: WASTEWATER REPLACEMENT SYSTEM FOR THE SLOTE RESIDENCE 20 Burnt Ridge Road, Town of Queensbury October 12, 2022 Sheet 1- Wastewater Plan Sheet 2- Wastewater Details During the course of construction Environmental Design Partnership LLP was on the job site to observe key components of the system installation including; 1,250 plastic septic tank, 1,000 gallon plastic pump tank, simplex pump, raised 12” thick stone absorption bed on August 23rd of 2023. I have provided an ‘as-built’ plan which indicates the system component locations, in accordance with the approved Town plans. Based on my inspection of the system installation it is my opinion that the wastewater system is in compliance with the intent of the approved design plan and is ready for operation. Sincerely, Connor DeMyer, Project Engineer. Attachment Cc: Daniel Slote dslote@naiplatform.com Sean Freeman freeman@mosscap.com 430 42 0 4 2 0 4 1 0 40,244± sq ft 0.92± acres S86°37'40"W S83°09'05"W S0 1 ° 1 1 ' 1 0 " W 11 0 . 1 4 ' 136.02' 243.00' 1" = 20' WASTEWATER ASBUILT 1 of 1 WA S T E W A T E R A S B U I L T F O R T H E 20 B U R N T R I D G E R O A D TO W N O F Q U E E N S B U R Y SE P T E M B E R 2 6 , 2 0 2 3 SL O T E R E S I D E N C E WA R R E N C O U N T Y , N E W Y O R K 90 0 R o u t e 1 4 6 C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 ed p l l p . c o m (5 1 8 ) 3 7 1 - 7 6 2 1 E N V I R O N M E N T A L D E S I G N P A R T N E R S H I P , L L P . 430 42 0 4 2 0 4 1 0 4 1 0 4 0 0 3 9 0 3 8 0 3 7 0 3 6 0 3 5 0 34 0 33 0 33 0 3 4 0 3 5 0 3 6 0 3 7 0 3 8 0 39 0 40 0 N05°30'10"E 111.97' Area 40,244± sq ft 0.92± acres S86°37'40"W S83°09'05"W N87°28'45"E N84°32'05"E S0 1 ° 1 1 ' 1 0 " W 11 0 . 1 4 ' 136.02' 238.94' 110.14' 243.00' N60°26'10"E 14.52' 4 3 . 1 ' 3 0 . 9 ' 51.5 ' ± (SriYate) 10'± 10'± Tie Line 141'± Along Shoreline 1 of 2 WASTEWATER PLAN 90 0 R o u t e 1 4 6 C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 ed p l l p . c o m (5 1 8 ) 3 7 1 - 7 6 2 1 EN V I R O N M E N T A L D E S I G N PA R T N E R S H I P , L L P . SITE LOCATION MAP LO C A T E D A T 2 0 B U R N T R I D G E R D WA S T E W A T E R R E P L A C E M E N T S Y S T E M F O R T H E SL O T E R E S I D E N C E DA N I E L & L Y N N S L O T E TO W N O F Q U E E N S B U R Y CO U N T Y O F W A R R E N TA X M A P I D : 2 3 9 . 1 6 - 1 - 1 9 OC T O B E R 1 2 , 2 0 2 2 1"=20' 90 0 R o u t e 1 4 6 C l i f t o n P a r k , N e w Y o r k 1 2 0 6 5 ed p l l p . c o m (5 1 8 ) 3 7 1 - 7 6 2 1 EN V I R O N M E N T A L D E S I G N PA R T N E R S H I P , L L P . LO C A T E D A T 2 0 B U R N T R I D G E R D WA S T E W A T E R R E P L A C E M E N T S Y S T E M F O R T H E SL O T E R E S I D E N C E DA N I E L & L Y N N S L O T E TO W N O F Q U E E N S B U R Y CO U N T Y O F W A R R E N TA X M A P I D : 2 3 9 . 1 6 - 1 - 1 9 OC T O B E R 1 2 , 2 0 2 2 N.T.S. 2 of 2 WASTEWATER DETAILS SOILS ANAL YSIS - TEST PIT DATA WASTEWATER TER ABSORPTION FIELD DESIGN WASTEWA TER SYSTEM - BASIS OF DESIGN sf, CAL CULATONS: GENERAL SANITARY NOTES, SOIL TEST PITS AND PERCOLATION TESTING WERE PERFORMED REGULATORY AUTHORITY. TOWN OF QUEENSBURY ON NOVEMBER 20, 2020 BY THE ENVIRONMENTAL DESIGN THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN � :1DPARTNERSHIP THE RESULTS WERE AS FOLLOWS: ACCORDANCE WITH NYSDOH APPENDIX 75A &NEW DESIGN STANDARDS: NEW PORK STATE DEPARTMENT OF HEALTH (10NYCRR APPENDIX 75-A), WASTEWATER TREATMENT 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL 4111, PORK GSF DESIGN MANUAL AS FOLLOWS STANDARDS - INDIVIDUAL HOUSEHOLD SYSTEM. TOWN OF QUEENSBURY WASTEWATER ORDINANCE 1979. VERIFY THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. \ TP# 0" - 23" ORGANIC MATERIAL/RED BROWN LOAMY SAND DESIGN PERCOLATION RATE = 6-7 MlN/IN PROJECT DESCRIPTION: THE PROPOSED WASTEWATER IMPROVEMENTS CONSIST OF THE ABANDONING OF AN EXISTING METAL 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. BEDROCK ©23" IN DEPTH TOTAL BEDROOM COUNT = 4 DESIGN FLOW = 110/GAL/DAY/BR SEPTIC TANK AND APPARENT SEEPAGE AREA WITHIN 100' OF LAKE GEORGE AND REPLACE WITH AN PRESSURIZED STONE J. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL RAISED SYSTEMS) AND TP2 110 X 4 = 440 GAL/DAY ABSORPTION BED TOWARDS THE EASTERN PROPERTY LINE. BUILDING SEWAGE WILL FLOW BY A 2" PE FORCEMAIN VIA AN EONE BUILDINGS SHALL BE 20 FEET. \ ( 0" - 22" ORGANIC MATERIAL/RED BROWN LOAMY SAND APPLICATION RATE = 0.8 GAL/DAY/SF BASEMENT GRINDER PUMP (MODEL IHO91) TO A 1,250 GALLON SEPTIC TANK. AFTER SETTLING, EFFLUENT WILL FLOW INTO A "0' BEDROCK ©22!N DEPTH REQUIRED BED AREA = 550 SF 1,000 GALLON PUMP TANK WHICH WILL PUMP EFFLUENT INTO A 20' X 3STONE ABSORPTION FIELD. REFER TO DETAILS ON 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OFILL F DESIGNED BED AREA = 20' X 30' = 600 SF FORCEMAIN INSULATION. (RAISED SYSTEMS) SHALL BE 10 FEET. k " T-� 0" - 24" ORGANIC MATERIAL/RED BROWN LOAMY SAND WATER SUPPLY.- WATER SUPPLY FOR THIS RESIDENCE IS SUPPLIED FROM LAKE GEORGE. 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET, PRESSURIZED DISTRIBUTION NETWORK BEDROCK ®24" IN DEPTH PROJECTED FLOWRATE: BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW PORK STATE SANITARY CODE. FORCE MAIN - 2" SDR FORCE MAIN FIXTURES © 110 GALLONS PER DAY PER BEDROOM, THE AVERAGE DAILY FLOW (ADF) IS 440 GALLONS. SHOULD HOUSEHOLD T- 0" - 33" ORGANIC MATERIAL/RED BROWN LOAMY SAND MANIFOLD DIAMETER - 1.5" FIXTURES NOT BE OF THE 'LOW FLOW' TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS NEEDED. 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): BEDROCK ©33" IN DEPTH DISTRIBUTION LATERAL - 1. 5" ER (NOR IS OR A A. S FLOWRATE DOES OT NCLUDE THE F A AGE NE D)BEE OOFTTHE HOUSE SIN OTHE HESER .. ' ORFICE SIZE - 4" ADDITIONAL FLOWRATENM SIT BE INCLUDED DESIGN SHORLDDEITHER OF COMPONENTS PART A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE ABSORPTION FIELD ORFICE SPACING - 4' DESIGN. CONSTRUCTION. TPS B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. O" - 31" ORGANIC MATERIAL/RED BROWN LOAMY SAND SEPTIC TANK: DESIGN CAPACITY- 1,250 GALLON (MINIMUM). A 1,250 GALLON SEPTIC TANK IS PROPOSED FOR THE EXISTING C) PRIOR TO BACKFILLING BED AREA. BEDROCK ®31" IN DEPTH RESIDENCE. D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. PT 1 - PUMP TANK AND CONTROLS: THE PUMP TANK SHALL BE A 1000 GALLON PRECAST CONCRETE TANK BY UTOPIA ENTERPRISE g• CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN STABILIZED RATE AT 5 MIN 15 SECONDS OR EQUAL. THE PUMP ASSEMBLY SHALL BE A SIMPLEX EFFLUENT PUMP BY GOULDS PUMP (MODEL SER/ED 3885) OR EQUAL 1-1/2" DIAMETER. WITH A THREE FLOAT CONTROL SYSTEM (OFF, ON AND ALARM). THE CONTROL PANEL SHALL BE LOCATED AT A LOCATION AS \ STABILIZED RATE AT 4 MIN 50 SECONDS DETERMINED BY THE OWNER, POSITIONING OF THE CONTROL FLOATS SHALL BE COORDINATED WITH THE DESIGN ENGINEER. 9. WHEN THE BED AREA HAS BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO `11 , ' `"` , I.MI ABSORPTION FIELD SYSTEM: THE FIELD IS TO CONSIST OF A 12", 20' X 30' STONE ABSORPTION BED WITH FOUR (4) SCARIFY ANY SMEARED SOIL SURFACES. 11 DISTRIBUTION LATERALS AT 26 LF EACH. EACH DISTRIBUTION LATERAL TO CONSIST OF SIX (6) ORIFICES AT THE 12 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF O'CLOCK POSITION SPACED 4 FT O.C. THE AREA TO BE UTILIZED FOR THE ABSORPTION BED SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. 11. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT ' „ ,1. THAT GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER z� IsPRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. 110 12. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE SEPTIC SYSTEM. 11 13. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING CONSTRUCTION. •` "' 14. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR 07HER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN SITE LOCATION MAP WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. MAP REFERENCE' J 1- h-\ L am: I = L, V V V 1) MAP ENTITLED A TOPOGRAPHIC SURVEY FOR LYNN L. SLOTE" BY D.L. 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I I \ , , , 1 4 YARD \ 14' \ /. ` t , , _ ,.. i t SIi�E -: a. , N87°28'45 i i '} i I } ,\ \ \ ,�.,,, . I 4- t - 1 -,�,.. _ 'P.T/ '' f . . , _ "" \ �: •_ i \ , t \ 1 t ,,.. \ \ : U _1 , } : I \ yam. �- -� - t- \ _ M ire lac - • 1 i �_ 1 �� \ \ .,t ,. , \ i = O Wall i : ( 1 �\ \\ . - .I- \ \� i \ o :_ NCRETELPUMPRTANKT „ " }, i \ ,\ \t I : : \ I C9 no- rL i ; } , \ \ a. \� i", ree. � X- i i i \ > \ \ REFER TO DETAIL i' .e t.: : ` e ve\.. ,'e,� i 1 . .:, '�.: .. , ..., ... .. ....,.L....,, , W , , , B `......... ..a,,.ae..�,`.. , a-„_.. } ..._ ... i \ , _ , , \ i : w.__ 0 4 ;� 428 3 \ \ ' 426 \ i \ i r c.; 5 • .-t��-- : : S \ � \ ` 1v SEWER AT FT. MINESLOPENT WN OF _ : , , \ , \ �` t - _.._ . -__. \ \ \ d"/2 QUEENSB -- \ \ \ o URY , ti,t .?, u..r t �',F , \ \ BU ING DEPA \ t _ \ RIME \ D NT v r r Steps \ t BaS ! \ Deck \ \\t t \ �\ \, : o tt ;i ;, i 424 J Witt]e0 On our limited examination, com lianC ! o;`\ P e ;t } i t 1 5o GA oN P AST ur comments shall not be o ` ,-', �t l ` `� `i t'� _ CONCRETELSEPTICE ANK, FF=351.5 t� , wl` Imo,. t \ \ _.._..._. _. indicator the I onstrued as / `\ \ ' WITH EFFLUENT FILTER 9 • pans and s e. -- o - ' `< \ l t \ \ lair \ t `, full com liance ecifications are in t, \ P with , F /� - G \ , , II l _ _ \ REFER TO DETAIL the ''- , ew of / \ i 1 � \ Y - 1! i \\ \ \ York State, \\ \ \ i / \ 1 ` ;� `t� \ \ i \ E \ \ , it * j Wood Frame , ; l \ \`,� `, \ , \' i \ \..._._._ �, �ooe I, o° cYi Peok=365. \ t ` '\ �`, \ �, / 5J( I t !'' / E Q House ' ` `Z `t 1 \\. '; `' \� `\ �\ \ j \ t o * 1. m I - \ `\ __._._..,.........__. - / G `t- } t t i i `, y \ -\ `' \`\ \ '\ I \ `' \ \ \ \ / 0\ \ I I` I ':} i i O /\r ,\\ I ti } \ i i `� \ F,�' ..�., , \i \ 1 \\ `\ 't 1 \ �. / gQ \ I i t _ i / o e I i ,t \ \ \ \ �\ `\ / P I j o i c fi i tom.. _.._._. - / \ / .� \ i f \ \ / 4 O i \ \ w - \ \ \ y/ i s � 1 , \ \ , / ; ; '\ f y 1 \ t\ \ / o . I ~\ i 1 `t = \ \ \ �; r; -_ \ LE COPY , o \ e r , "� , V1 ` h S , , i , , r , ' O r / ..._ i1 .,[7 t r., ./, /' U . , /,, . � , i 1 \ x. t: - - \ . 2 • t i t t \ t i�i i \ : Refivinl/1'� . `� .r i t \ \ , , \\�. .r-- 1. E . . - + \ ; - i E Wa1J '• i� I ; \ \ i `\ i , f� i : . `7 / { r : i , N05°30' I 01E i .' _, i �` i ! i _ '' t \ _.._. \ i , 37 , } i i >t ff t - r r ;'� I 1 1.07\ : : �`, I, , . , } - , t , I 10 t I - 1 °09'05°V1 \ I\ ;TOn P;pe -s�;;;rt , i ? g83 t ? ti i \ t?. 75 +l s; G•` i'q; n >, " i ._._.' \ f ,. , } �- z \ \ ;\ / ' I ti i m } t �. i I i ! „ , : t" \ O , i \ x \ \ m ,, `t ti i \. \ ,' \ o :.:7'7a 06 022 94 m 39.16-1-19 SEP- 90-2 238 . '` 2 �. Slote, Dan &Lynn E/ONE MODEL IH091 WITHIN 2" PE FORCEMAIN f370 LF, REFER TO 20 Burnt Ridge Rd teration BASEMENT, CONTRACTOR TO Residential Septic AI `, f;',,,. REMOVE EXISTING GRINDER PUMP DETAIL ON TRENCHING AND INSULATION. 21, AND REPLUMB AS NEEDED INSTALL FORCEMAIN WITH CONSTANT UPWARD SLOPE. AVOID DIPS AND LOW POINTS TO ENSURE DRAIN BACK AND TO PREVENT FREEZING DURING WINTER CONDITIONS GRAPHIC SCALE "n ,, . 3 20 15 10 5 0 20 40 BO (IN FEET) 1 INCH = 20 FT. Z WT 7 I N N � N ® W LL 0 O W < ULLJ � O rr-^- VJ '>^- U VJ �- Z z W W W ® W V ® I.- X W -j () � � o W LLJ vi X >- ly 0� z�z 0� z LL, 0cnX w >. mzX O w Q >Q 06 �:� J Q c) O W ® W 0LL �- _ W O w J z Qzz Q ®® O . 0 -j�-U DRAWN BY CVD CHECK BY NZ EDP PROJECT NUMBER XXX E AVERA770N OF 774ESE DOCUMEN7S IN ANY WAY, UNLESS ONE UNDER 774E DIRECT SUPERVISION OF A COMPARABLE ROFESSIONAI. (I.E.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCH17ECT FOR A LANDSCAPE ARCHITECT OR RVEYOR FOR A SURVEYOR, IS A WOLA770N OF 7HE NEW IORK STA7E' EDUCA77ON LAW AND/OR REGULA77ONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY TOWNSTAMPED URMM-g1MANS FOR 11/16/22 1 CVD SCALE: 111=20' SHEET TITLE: WASTEWATER PLAN 1 of 2 Na THE HEATING CABLE SHALL BE CERTIFIED FOR USE IN WASTEWATER AND PRESSURE PIPE APPLICATIONS ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, THE NEW YORK STATE ELECTRICAL CODE AND ANY LOCAL CODE REQUIREMENTS. 3. HEATING CABLE SHALL BE SELF-REGULATING AND SHOULD NOT REQUIRE THE USE OF A THERMOSTAT CONTROL SWITCH. IN ORDER TO SAVE ENERGY A THERMOSTAT SWITCH SUCH AS HLJ-STAT BY HEAT -LINE OR EQUAL MAY BE INSTALLED TO MONITOR EITHER AIR OF PIPE TEMPERATURE AND TURN HEAT CABLE ON AND OFF. 4. HEAT CABLE AND ANY THERMOSTAT SWITCH SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS AND INSTRUCTIONS INSTALL SELF REGULATING HEAT CABLE SUCH AS REPRO -FM BY HEAT -LINE OR EQUAL INSIDE OF FORCE MAIN FROM HIGH POINT TO SEPTIC SYSTEM. (CONTRACTOR TO VERIFY EXACT LENGTH OF CABLE REQUIRED BUILDING PRIOR TO ORDEING) FOUNDATION WALL PLAN FINISHED GRADE ° a° . INSTALL 2" COMPRESSION X 1" FIP - BRASS TEE BY FORD METER BOX OR EQUAL - d' INSTALL SELF REGULATING HEAT CABLE a OUTLET FROM GRINDER PUMP SUCH AS RETRO-FM BY HEAT -LINE OR EQUAL INSIDE OF FORCE MAIN FROM HIGH POINT TO SEPTIC SYSTEM. (CONTRACTOR TO VERIFY EXACT LENGTH OF CABLE REQUIRED PRIOR TO ORDEING) FLOW TO SEPTIC — CONDUIT TO NEMA 4X JUNCTION BOX LOCATED ON INSIDE HOUSE 6" MIN. STONE BEND, EXTEND TO SPRINGLINE OF PIPE FREEZE PROTECTION CABLE INSTALLATION NOT TO SCALE MANIFOLD LINE (REFER TO PLANS FOR — CENTER OR END OF LINE) I I I I I I I I I I I � I I I I I I - OF ORIFICE SPACING TO I I FIRST HOLE ....... 1. '' ''I I 1� LATERAL FLUSH CLEANOUT UNDER A BOTTOMLESS IRRIGATION VALVE COVER SET TURN -UP COVER ON ABSORPTION BED STONE 1j" SDR 26/35 SWEEP ELBOW J" ORFICIES ® 12 O'CLOCK COVER HOLES WITH ORIFICE COVERS I� � I ■ 6 ORIFICES fj OF ORIFICE SPACED AT 4' SPACING TO FIRST O.C. HOLE END OF STONE BED PRESSURE DISTRIBUTION LATERAL DETAIL NOT TO SCALE PLAN VIEW LATERAL PIPE SIZING, ORIFICE DIAMETER AND SPACING TO BE DETERMINED BY DESIGN ENGINEER NOTE: -ORIFICES TO BE AT TOP OF PIPE ORIFICE SHIELD -INSTALL ONE ORIFICE AT PIPE BI FOR DRAINING •�� • NOT TO SCALE 20' X 30' STONE BED DISTRIBUTION MANIFOLD FROM PUMP TANK ADDITIONAL LATERALS EXTEND 1 FT, TYP. "'ER OF FILTER FABRIC INSTALL 2" COMPRESSION X 1" FIP BRASS TEE BY FORD METER BOX OR EQUAL CONDUIT TO NEMA 4X JUNCTION BOX LOCATED ON INSIDE HOUSE FLOW FROM GRINDER PUMP BASEMENT FLOOR — I —III I� FORCE MAIN FROM GRINDER PUMP ELEVATION INSTALL 2" COMPRESSION X 1" FIP BRASS TEE BY FORD METER BOX OR EQUAL 4" O 3" 11" 5'-6" 5'-2" 4'-6" } LIQUID LEVEL CONCRETE: 4000PSI REINFORCEMENT: ASTM A615-GRADE 60 ASTM A185-GRADE 65 ENRAINED AIR: 5.0%-9.0% MEETS ASTM C890 24" TAPERED HOLE & PLUG (TYPICAL) 1250 GAL. 5'-3" O 4'-8" I 250 GAL. 10' _2" FIX FLOAT BRACKET TO TOP OF TANK OR RISER SECTION. 24" FRAME AND COVER TO BE HEAVY DUTY PLASTIC FRAME AND COVER ASSEMBLY BY ZOELLER OR EQUAL PLASTIC RISER BY ZOELLER OR EQUAL AS NECESSARY _ I 12' t ° a ° �A A— d /— 1,000 GALLON PRECAST CONCRETE TANK TIMER OPTIONAL : '. / OVERRIDE GUIDE RAIL ad LLj SYSTEM FLEXIBLE BOOT m /___'AA0BE Y CONERY � , ALARM ANUFACTURING TYPE CONNECTOR (TYP) 0 0 FLOAT °e a -H TO CONTROL PANEL M a AT HOUSE —_ FROM SEPTIC TANK d ° UNION 4" PVC AT 1 % MIN. DISCONNECT COO INATE WITH DE GV ENGINEER Y4 TURN BALL VALVE DRAIN BACK �' ON SPACING VALVE FOR COLD CLIMATES a AND SEASONAL APPLICATIONS ° d COOR INATE (- FLOW WITH DESIGN ENGINEER ON ABSORPTION BED SPA ING BALL CHECK VALVE 2" PVC 2" PVC SDR-26/35 FORCE MAIN - scH-40 TIMER ENABLER FLOAT °d 77 — CRUSHED STONE BACKFILL TO d .4 ° . ' e SPRINGLINE OF PIPE (TYP.) ' °tr •.e° ° e .e SUBMERSIBLE DUPLEX EFFLUENT PUMPS; _ 6" MIN CRUSHED STONE - — MODEL 3885 BY GOULDS LEVELING FOUNDATION PUMPS OR APPROVED EQUAL 01 MEE —� UNDISTURBED SUBGRADIE= III_ . „ —III NOTES: 1. OUTLET FILTER TO BE PROVIDED ON 4" OUTLET PIPE, USE EF-4 RESIDENTIAL SERIES EFFLUENT FILTER OR APPROVED EQUAL. 2. HIGH DENSITY POLYETHLYNE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. *TANK SIZE WEIGHTS, LBS GALLONS TOP SLAB *BOTTOM TOTAL 1250 2660 8820 11,480 ES BAFFLE 11,250 GALLONLuDSEPTIC TANK I NOT TO SCALE PUMP PIT NOT TO SCALE FILL SYSTEMS STANDARD NOTES: A. IN THIS CASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION. OR SOIL PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH OF NATURAL SOIL IS INADEQUATE FOR AN INSTALLATION, A FILL SYSTEM MAY BE UTILIZED, PROVIDED THE FOLLOWING SPECIFICATIONS ARE MET. FINAL APPROVAL OF FILL SYSTEMS SHALL NOT BE GRANTED UNTIL THE FILL IS IN PLACE AND THE SYSTEM EVALUATED ACCORDING TO THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE. B. THE DESIGN AND INSTALLATION OF A FILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: 1. THERE MUST BE AT LEAST TWO (2) FEET OF NATURALLY OCCURRING SOL (THREE (3) FEET WITHIN 1000 FT OF LAKE GEORGE) OVER AN IMPERVIOUS LAYER. 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN (10) PERCENT. 3. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS, INCUIDING LEAVES, ROOTS, AND OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFIED, 4. THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY SAND, OR WELL GRADED LOAMY SANDY GRAVELS, AND SHOULD CONTAIN A MAXIMUM OF TWELVE (12) PERCENT SILTS OR CLAYS CONTAINING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX (6) MONTHS OR BE MECHANICALLY COMPACTED. PERC RATE IN -SITU FILL MATERIAL SHALL BE 6-10 MINUTES PER INCH. 5. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE A MINIMUM OF THREE (3) FEET BETWEEN ANY TRENCH BOTTOM AND MAXIMUM HIGH SEASONAL GROUNDWATER. THIS SEPARATION MUST BE THREE (3) FEET WITHIN 1000 FEET OF LAKE GEORGE. 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP -SLOPE DIRECTION AND OF SUFFICIENT LENGTH TO DIVER SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. 8. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE RUNOFF, AND SEEDED. 9. SIDE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3) HORIZONTAL UNLESS RETAINED BY A STONEWALL AS ORDERED BY ENGINEER 10. THE CONTRACTOR SHALL IDENTIFY THE SOURCE PIT FOR THE FILL SOILS SO THAT THE ENGINEER CAN PERFORM IN -SITU PERCOLATION TESTS (2 MIN,) TO CONFIRM THE COMPLIANCE OF THE FILL SOIL. ALL TESTING SHALL BE COMPLETED AND THE ENGINEER SHALL ISSUE A LETTER OF COMPLIANCE BEFORE ANY SOIL IS BROUGHT TO THE SITE. THE PERCOLATION RATE OF THE FILL SOILS SHALL BE IN THE 6 TO 10 MINUTES/INCH RANGE. 30' 12" MIN BACKFILL SUPPLEMENTAL FILL SOIL TOPSOIL NON -WOVEN FABRIC REFER TO FILL SYSTEM STANDARD NOTES BLEND TO MATCH I EXISTING GRADE TOPSOIL 429.00' 428.00'c. r \ EXISTING GRADE :.�,'• L � — ,. 427.00' — - 12" OF STONE (3/4" TO 1-1/2" DIA. NATIVE SOIL I ( I- I (MIN.) R (MIN.) _ 12" THICK WASHED 424.00 X CRUSHED STONE BED ( J" TO 1 J" STONE) WASTEWATER SECTION A -A, NOT TO SCALE 3' MIN VERT. _ SEPARATION TO GROUNDWATER OR ROCK W N 2 N N 0 NW ® 0 W �0 I— U U F- �Z z wW w a w cl LLI cn 0 a. 'J w LJJ w Z Z � Z � Z co � W >. DWIY co z i- -J o ua Q Q F-�3 J 0 aC) o LL W Lu 0 >­ 0 J Z QZZ 0 0 0 DRAWN BY CVD CHECK BY XXX EDP PROJECT NUMBER XXX HE AL7ERA710N OF THESE DOCUMENTS IN ANY WAY, UNLESS )ONE UNDER THE DIRECT SUPERIASION OF A COMPARABLE ROFESSIONAL, (LE.) ENGINEER FOR AN ENGINEER, NDSCAPE ARCHITECT FOR A LANDSCAPE ARCHITECT OR R4£YOR FOR A SURVEYOR, IS A WOLA7701V OF THE NEW K STATE EDUCA77ON LAW AND/OR REGULA77ONS AND IS A CLASS A' MISDEMEANOR. REVISION DATE BY FWAS ..IONEMPED PLANS FOR amemiSSION �6/®8/88 amH9WBI SCALE: N.T.S. SHEET TITLE: WASTEWATER DETAILS IS H EET: 2 of 2 f (U 0 0 CU N N �o 0 z m 3 7q o; 0 I z J CL I (U 0 / L o, d 3 o) +- in d 3 / UI 4- 0) 0) S C7 LA d EL 41 0 o, a / rn 3 I 0 o, 0 ti CD (U / d O cy rn L L / ca w z W W / z W Of QI 3