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1.1 1.1 WASTEWATER-SEWER\\Set PH\\Chase Michael – Dark Bay Lane LLC-Leaching System to Well and Property Lines Bedrock-APA-5-17-2021 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF MICHAEL CHASE / DARK BAY LANE, LLC RESOLUTION NO.: ______________________________________________________, 2021 INTRODUCED BY: ______________________________________________________ WHO MOVED ITS ADOPTION SECONDED BY: ________________________________________________________ WHEREAS, the Queensbury Town Board serves as the Town’s Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town’s On-Site Sewage Disposal Ordinance, and WHEREAS, Michael Chase on behalf of Dark Bay Lane, LLC has applied to the Local Board of Health for variances from Chapter 136 to install a: 1. leaching system 65’ from the proposed well in lieu of the required 100’ setback; 2. leaching system retaining wall 73’ from a neighboring well in lieu of the required 100’ setback; 3. leaching system wall 9’ from the property line in lieu of the required 10’ with retaining wall within 1.5’ of the property line; and 4. bottom of the leaching system 2’ above the bedrock in lieu of the 3’ requirement; on property located at 40 Dark Bay Lane in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing th on Monday, June 7, 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Michael Chase’s sewage disposal variance application concerning property located at 40 Dark Bay Lane in the Town of Queensbury (Tax Map No.: 239.18-1-37) and at that time all interested persons will be heard, and BE IT FURTHER, RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice to neighbors located within 500 feet of the property as required by law. th Duly adopted this 17 day of May, 2021, by the following vote: AYES : NOES : ABSENT: SEPTIC VARIANCE Office Use Only eitio Received: APPLICATION Permit#: 10v.n od(juccnsbun• Permit Fee: 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Invoice#: Approvals: Submittal: I (one) original & 8 copies of the completed application package Property Owner(s): Michael Chase Owner's Agent: Environmental Design Partnership --)SCONS0 Address: 60 Masters Common South Address: 900 Route 146 10011 Queensbury, NY 12804 Clifton Park, NY 12065 F'`1 r 1 Phone#: 518-222-4891 Phone#: 518-371-7621 Site Address: 40 Dark Bay Ln Tax ID#: 239.18-1-37 Directions to Site: From intersection of NY-9N and NY-9L travel northeast on NY-9L approximately 3.8 miles then turn left onto Dark Bay Ln. Property is located approximately 0.2 miles from intersection on right side of Dark Bay Ln. Distance from well on property to septic system (if applicable) 65 feet Is it possible to install a conforming septic system on this property? ❑ Yes © No If YES, please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? ® Yes ❑ No If NO, please explain: . Is the proposed system to be installed under a parking area? ❑ Yes ® No Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): Leaching system will be 65 ft from proposed well in lieu of required 100 ft. Leaching system retaining wall will be 73 ft from neighboring well in lieu of required 100 ft. Leaching system wall will be 9 ft. from property line in lieu of required 10 ft with retaining wall within 1.5 ft of property line. Bottom of leaching system will be 2 ft above bedrock in lieu of required 3 ft. Septic Variance Application Revised February 2019 4 `\, 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: . �� -SampgLeeai�v�fdep y ~'`^ �y{_iTl f fM:i3Aillf3 IJy ,4 '�?=a,�_ I. ...... ,i14 rr et, ,i,i ti „,:i.,, , „-,.;„,,, �1� W y 4,4., 1 .... _„./..,, i�•, y ,r" ' N ty 1 '1 1874 • oil, j dp N3rz b rrr+. y J _R A. :L+TE ` Nr j.. :� laiYlc!QwBt TA�61j 41: 4 p 14 .r Yr_e_Lit kip - k u :nor ...- \8 ..i., S wen R$Hrldi mitt ,f� *`r Y .» r� _ —^„'� i tiV 4,-- ,-.L_ __________ .- .- 1 I n11 :up 0 \ii Revised February 207 Septic Variance Application List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax map numbers from the Assessor's Office as well as the names and addresses: North Name NA Address NA Tax Map ID NA South Name Laura Nigro,Stephen Rinkewich Address 37 Dark Bay Ln,25 Dark Bay Ln Tax Map ID 239.18-1-35,239.18-1-43 East Name Million Dollar View, LP Address 32 Dark Bay Ln Tax Map ID 239.18-1-44 West :Name John Behrens Address 42 Dark Bay Ln Tax Map ID 239.18-1-36 OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:40 Dark Bay Ln l/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the well may increase the risk of pollution. (n.ti� Date: Owner--Print Name: 'L Date: �- i 3 j { Owner—Signature: _ 1 NEIGHBOR OR TENANT RELEASE STATEMENT of applicable) located at: . I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system I/We realize that putting the septic tank or leaching system less than the required_feet from.the . may increase the risk of pollution. Date: Neighbor/Tenant—Print Name: Date: Neighbor/Tenant-Signature: Owner reached out to neighbor to south at parcel 239.18-1-44 with no response. Revised February 2019 Septic Variance Application 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: Michael Chase Designates: Environmental Design Partnership as agent regarding the Septic Variance for Tax Map#:239.18-1-37 OWNER'S SIGNATURE: 4~ DATE: Z//3b--•( Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design,storm drainage,etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. 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: AAA id444'( 44A-- Z( (5(1/( OWNER—SIGNATURE: DATE: Click or tap here to enter text. AGENT—PRINT NAME: . 4/30/21 AGENT—SIGNATURE: DATE: Click or tap here to enter text. Revised February 2019 Septic Variance Application GENERAL SANITARY NOTES: CONSTRUCTION NOTES: i '\ \, o m 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL. CONTRACTOR SHALL VERIFY 1) CONSTRUCTION OF ABSORPTION FACILITIES SHALL NOT OCCUR WHEN THE GROUND IS FROZEN OR THE R. \. \ i \. R.,,GL;.' THE LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. SOIL MOISTURE CONTENT IS HIGH. IF A FRAGMENT OF SOIL FROM APPROXIMATELY NINE INCHES BELOW \� fir, THE SURFACE CAN EASILY BE ROLLED INTO A RIBBON INSTEAD OF CRUMBLING, THE MOISTURE \ .�I P,- 2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET. CONTENT IS T00 HIGH FOR CONSTRUCTION PURPOSES. OBVIOUSLY, SOME SILT OR CLAY MUST BE \ \` 7r °' PRESENT FOR A RIBBON TO BE FORMED. �.\ \ 3. MINIMUM SEPARATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND LAKE GEORGE \ \ t BUILDINGS SHALL BE 20 FEET. 2) TRENCH LOCATIONS AND DEPTHS SHOULD BE MARKED BY STAKES BEFORE TRENCHES ARE EXCAVATED. - I \ .1 .111THE NATURAL SURFACE SHALL NOT BE SIGNIFICANTLY DISTURBED. IF THE SITE IS REGRADED OR ELECTRICAL NOTES: .. 4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL SIMILARLY DISTURBED, THE SOIL SHALL BE ALLOWED TO STABILIZE (I.E., SETTLE NATURALLY FOR A ; (RAISED SYSTEMS) SHALL BE 10 FEET. PERIOD OF AT LEAST SIX MONTHS, INCLUDING AT LEAST ONE FREEZE-THAW CYCLE) AND NEW 1. THE CONTRACTOR SHALL VERIFY LINE VOLTAGE AVAILABLE AT THE SITE • m '\ PERCOLATION AND DEEP HOLE TESTS CONDUCTED. HEAVY EQUIPMENT USE IN THE DESIGNATED PRIOR TO ORDERING OF ELECTRICAL EQUIPMENT f 5. MINIMUM SEPARATION BETWEEN ANY WELL AND SEPTIC TANK TO BE 50 FEET. ABSORPTION SYE�TEM AREA SHOULD BE MINIMIZED TO PREVENT SOIL PERMEABILITY REDUCTION DUE TO r COMPACTION PLUS POSSIBLE TRENCH CAVE-IN AND DISTRIBUTION PIPE MISALIGNMENT/BREAKAGE. 2. IF INSTALLED OUTSIDE THE PUMP CONTROL PANEL SHALL BE A NE]IIA PROJECT SITE Z �` 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. 4X ENCLOSURE, SIMPLEX TYPE AS MANUFACTURED BY SJE-RHOMBUS OR � ; a 3) AFTER A FINAL GRADE CHECK, TRENCH EXCAVATION MAY BEGIN. TRENCH DEPTH SHALL BE AS APPROVED EQUAL AND INCLUDE THE FOLLOWING: - d H 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): SHALLOW AS POSSIBLE, BUT NOT LESS THAN 18 INCHES. TRENCHES SHALL BE EXCAVATED TO DESIGN 23a.18-1-30 239,e-1_3s �-, -� -11 �, 239.18-1-31 DEPTH WITH B0ITOMS PRACTICALLY LEVEL. 2.1. A THERMOSTATICALLY CONTROLLED HEATER TO PREVENT " E3. a°, CONDENSATION I A) PRIOR TO PLACEMENT OF SEPTIC TANK OR COMMENCEMENT OF THE TILE FIELD \ o. ' CONSTRUCTION. 4) FOLLOWING EXCAVATION, THE TRENCH BOTTOMS SHOULD BE GRADED BY HAND. THE BOTTOMS OF THE 2.2. VISUAL AND AUDIBLE ALARM FOR HIGH WATER LEVEL AND PUMP 239.18-t-32 39.171-37 \ \t B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. TRENCHES SHOU_D BE CHECKED BY A TRANSIT, ENGINEER'S LEVEL, OR CARPENTER'S LEVEL TO ASSURE MALFUNCTION CONDITIONS WITH A TEXT/NORMAL/ SILENCE € C) PRIOR TO BACKFlWNG TRENCHES. THAT EACH IS PRACTICALLY LEVEL. TRENCH BOTTOMS AND SIDEWALLS SHOULD BE IMMEDIATELY SWITCH D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. RAKED AFTER FINAL GRADING AND AT LEAST SIX INCHES OF AGGREGATE PLACED IN THE TRENCHES. 2.3. PUMP RUN INDICATOR LIGHT AND H-O-A SWITCH e•ta-1_44 ate 2.4. PUMP ELAPSED RUN-TIME COUNTER 8. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" 5) GRAVITY DISTRIBUTOR PIPE SHALL BE CAREFULLY INSTALLED AT A SLOPE OF & TO )S2 INCH PER FOOT. 2.5. KEYED LOCK OR HASP FOR PADLOCKING 239.18-1-35 M (V ' DIAMETER. PRESSURE OR D DSED DISTRIBUTOR PIPE SHALL BE INSTALLED LEVEL GRADES SHALL BE DETERMINED 239.18-1-47 0 01­ BY AN ENGINEER'S LEVEL, TRANSIT OR CARPENTER'S LEVEL. AN EASY METHOD OF MEASURING THE X6 , 3. THE CONTROL PANEL SHALL BE LOCATED IN A CONSPICUOUS LOCATION, I N 9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO INCH PER FOOT SLOPE FOR DISTRIBUTOR PIPE IS TO TAPE A X INCH BLOCK TO ONE END OF A 5-FT MIN. FROM THE P.S. HATCH AND/OR VENT PIPE, AS SHOWN ON 239.18-1-43 00 SCARIFY ANY SMEARED SOIL SURFACES. STRAIGHT FOUR FOOT BOARD. BY PLACING THE BLOCKED END WITH THE BLOCK FACING DOWN ON THE THE PLANS OR AS APPROVED BY THE OWNERS REPRESENTATNE 23s'te-1-34 N DOWNSTREAM TOP OF THE DISTRIBUTOR PIPE, A CARPENTER'S LEVEL CAN BE USED TO DETERMINE THE 10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPT OFF THE X6 INCH PER FOOT SLOPE. A )f3 INCH BLOCK SIMILARLY USED WOULD RESULT IN A Y32 INCH PER FOOT 4. THERE SHALL BE NO ELECTRICAL SPLICES, JUNCTION BOXES, OR 239.18-1-39 M AREA TO BE UTILIZED FOR THE ABSORPTION TRENCH SYSTEM TO PREVENT UNDESIRABLE SLOPE. ANOTHER METHOD USED TO ESTABLISH THE GRADE OF DISTRIBUTOR PIPE IS BY BATTER CONNECTIONS OF ANY KIND IN THE PUMP CHAMBER (WET WELL) 239.18-1-46 (V W ' lll COMPACTION OF THE SOILS. BOARDS. AGGREGATE SHALL BE INSTALLED IN THE TRENCHES TO A DEPTH OF AT LEAST TWO INCHES ABOVE THE TOP OF THE DISTRIBUTOR PIPES. ADDITIONAL AGGREGATE MAY BE REQUIRED TO BRING 5. LEVEL CONTROLS SHALL BE INTRINSICALLY SAFE m 11. EACH DISTRIBUTION LINE SHALL CONNECT INDIVIDUALLY TO THE DISTRIBUTION BOX AND EXIT AT THE TOP OF THE: AGGREGATE TO WITHIN SIX TO 12 INCHES OF FINAL GRADE. _� c THE SAME SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT). 6. ALL CONDUCTORS SWILL BE COPPER UNLESS OTHERWISE NOTED y�� 23s'18-1-33 239.1E-1-42 G 6) AFTER THE UPPER AGGREGATE IS PLACED IN THE TRENCHES, THE GEOTEXTILE, UNTREATED BUILDING d W I 12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS EVENLY PAPER, HAY OR STRAW IS TO BE IMMEDIATELY INSTALLED ON THE AGGREGATE AND THE TRENCH 7. ALL ELECTRICAL WORK SHALL BE DONE IN FULL COMPLIANCE WITH THE �u Q U DISTRIBUTED TO EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE BACKFILLED WITI- EXCAVATED SOIL. IF THE TRENCHES CANNOT BE IMMEDIATELY BACKFILLED, THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE (NEC) AND ALL 239.t8-t-48 CC W STABILITY AND PROVIDE ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX. TRENCHES SHOULD BE TEMPORARILY COVERED WITH AN IMPERVIOUS MATERIAL, SUCH AS TREATED G STATE AND LOCAL CODES. BUILDING PAPER TO PREVENT SIDEWALL COLLAPSE AND SILTATION INTO THE AGGREGATE. 1 O u 13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES SHALL BE TIGHT 8. ALL ELECTRICAL MATERIALS SWILL BE U.L LISTED 2:3s.t8-1-58 < JOINT CONSTRUCTION LAID ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS 7) THE EARTH BACKFILL IS TO BE OUNDED SLIGHTLY ABOVE THE ORIGINAL GROUND LEVEL (I.E., NOT 239.18-1-41 239.18-1-45 >> LENGTH. COMPACTED) TO ALLOW FOR SEIING. FOLLOWING SETTLEMENT, THE ENTIRE AREA SHOULD BE GRADED g ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE z.\ . . (n V WITHOUT THE USE OF HEAVY EQUIPMENT AND SEEDED WITH GRASS. HEAVY EQUIPMENT SHALL NOT 14. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT ENTER THE ABSORPTION FACILITY AREA OR THE PROPOSED EXPANSION AREA AFTER THE SUBSURFACE MANUFACTURER'S WRITTEN INSTRUCTIONS THAT GARBAGE GRINDERS ARE TO BE INSTALL-ED, THE CONTRACTOR SHALL NOTIFY ENGINEER SEWAGE TREATMENT SYSTEM HAS BEEN CONSTRUCTED. Z J ... PRIOR TO SEPTIC INSTALLATION FOR NECESSARY MODIFICATIONS. 23s•ta-1-4o J 15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED 8) WATERLINE.UM HWH17RETAL LINES MUST C CROSS, THE WATERON OF 10 FEET SHOULD ERVICEEXIST IEBETWEEN S ALL ETHE ATHOUSE LE LEAST 12ER AND NCH INCHES ANY ADJACENT PROPERTIES MAP SITE LOCATION MAP INTO THE SEPTIC SYSTEM. ABOVE THE HOUSE SEWER. IF A WATER LINE MUST PASS BELOW THE HOUSE SEWER, THE VERTICAL � uJ SCALE: 1 " = 2,000' 16. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY SEPARATION MUST BE AT LEAST 18 INCHES. SCALE: 1 " = 200' REQUIREMENTS DURING CONSTRUCTION. 9) ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDEDFROM THE ' ` z SYSTEM. WATER SOFTENER, WATER RECHARGE AND BACKWASH WASTES NORMALLY ARE NOT TO BE V J 17. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED DISCHARGED TO THE SYSTEM UNLESS A SEPARATE SUBSURFACE DISCHARGE TO AN AREA 250 FEET CABLES, OR OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN FROM WELLS OR WATER COURSES IS UNAVAILABLE. WORKING DAYS, PRIOR TO DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. L ` Y - r i ! i F r `r u` U ` 0 J MQ< w . \ \ M � WASTEWATER ABSORPTION FIELD DESIGN CALCULATIONS: O W O \\ \ \ \ \ \\` \ \ `\, `\ , i 42 DARK+BAY LANE ,,`l ' ,t is i ``" \ \ \\\ \ \ 774E PROPOSED ABSORPTION FIELD WA DES/GNE . \ \ i \ \ \ ; t �'� C \\ \\ \ \ . \1 ` i \ �, \ \ 'm \ ? \ S D IN ACCORDANCE WITH C >- \ \ \ , \ \ A t tV ,� ; n A 1 NYSDOH APPENDIX 75A AS FOLLOWS \ \ \ \ \ \ \ \ \ \ ' REPORTED TO HAVE LAKE ` a � 'l 'il `. (o ` 11 \� \ \ ` \ \\ \\ \ \ \ \ \ \ \ \ \ }' / WATER SUPPLY tl n \ \\ \ \ \\ •\ ��- DESIGN PERCOLA71 - /I W4 \ \ \ r / rn 1 \ \ \ ON RATE 8-10 MlN N W i ` \ \ `\ \ \ TOTAL BEDROOM COUNT- 4 \ \ i \ \ \ \ �. \ \ \ i i `•, PROPOSED `DRILLED \ ` ` FORCE MAIN TO BE INSTALLED AT CONSTANT UPWARD SLOPE TO SEPTIC TANK (1X MIN �.y� Z \ \ V \ I t ! � t \ y v V \ DESIGN FLOW 110/GAL�DAY/�R W 1 \ \ 10 \ \ \ ` \ , \ \ __" / \ \ \ i /' r� it , \ WELL LOCATION \ \ \ \t \ SLOPE AND NO LOW SPOTS) IN ORDER TO ALLOW DRAIN BACK TO PUMP STATION - 110 X 4 - 440 GAL AY (1) \ \ \ \ \ \ `\ �, ; \ \ r / i \ \ \ \ \ \ Q vJ I \ \ \ \ \ \ \� \ �• \l t j ;r , \ \ t� ,\Fge�;) \\\\\ \ BETWEEN PUMP CYCLES. APPLICATION RATE - 0.9 GAL/DAY/SF �/� Z } `\ ; J�&.\, \ ,\ \\ \ \ \ \ , \\ \ , / \ \ \ \ / f' i ,\ � \ \ \ "C •"� � \\ \ \ i REQUIRED TRENCH LENGTH - 84 LF V J Z\ \ ` \ \ \ \ \ t' \\ \\ ` \\ \ \ \ \ \\, '•\ i \ REQUIRED MODULES PER SYSTEM- 21 r\ \ \ \ \ \ \ \ \ t \ I :.;• . \ 11 \ \ \ \ \ \ HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. Q Vmlaw W Z \ \ \ \ �/�� \ \ \\ \ \\ I \ \ 1 11 t \ % : ;: ;`\ i \ `_ \ \\\ \ \ \. \ \\ \\ \\ WASTEWATER SYSTEA�/ - BASIS OF DESIGN \ \ \ \ .,�\ t \ + i \ \ \ \ \\ \\ ALL FASTENERS MUST BE STAINLESS STEEL WITH COATED NUTS. y y W } \ t \ \ \ \ Q 1 S t �Q \\ \ \\ /'� 1 \ �`� 1 l 1 � t ` \ / ~� \ ` 1 t , R�VEWAY i I ! • 1 I i 1. \ \ \ �\ \ \ ��\\ \ `\ `\\\ \ \ \\ REGULATORY AUTHORITY TOWN OF QUEENSBURY � Q `,J O \ l \ t { rn ( i A V \ \ \ V A A vco i t t ' t ? i t ; ` % I \ \ \ \\ \ \ \ \ \\ \ �\\ \ � \ D SIGN STAND RDs: NEW YORK STATE DEPAR77JENT OF HEALTH (IONYCRR APPENDIX 75-A), O v IL j 1 ( t j ` w p ;'. \ '\ , \ \ \\ \ , \ \ \ \ \ WASTEWATER TREATMENT STANDARDS - INDINDUAL HOUSEHOLD SYSTEM. 4 y • \ \ \ w \ \\ \ \ \ \ \ `• \ \ TOWN OF QUEENSBURY ORDINANCE - CHAPTER f36: SEWERS AND SEWAGE DISPOSAL - PART O 1 11 \ 10 \ i ' t /y{ tl ; t` is N 11 1 t ^ ;t \\ \ \ \\ \ \ \\ \\ \\\\ \ \ \ \\ 1, ON-SITE SEWAGE DISPOSAL SYSTEMS W t I t \ 1 i \l \ \\\ ! / !.': .' \ / l t \ \. \ \ \\ \\ \ \\ \ \\ \ \\ \ \\ \ PROJECT DESCRIPTION, THE PROPOSED WASTEWATER SYSTEM TO SERVE 774E FOUR 4 ` t •I I i _ - ` i I i I \. 1 A \ 1 i \ \� \ \ 1 \ \ \ \ \ \ \ O O A/ - - 1 \ �" \ \ \ \ \ \ \ \ \\ BEDROOM RESIDENCE SHALL CONSIST OF A SEP77C TANK - GRAVTY DISTRIBUTION SYSTEM TO U.♦� \ t , t \ \ \ + h \\ \ \` \ \ \ \ \ \ \\\ \\\\ AN ELJEN ABSORP7)ON TRENCH DESIGN. O n \ ^ \ / •` ; ., , t ,1 it } :1 1 t ` ,� \` "S�, \ 'l :••fir.''. i i \\` +._-1 _ \ \\ \" �\ \\ \ \\�\ \ \ , li ` 1 ! �\ / \ \ is. D OWRA BASED ON A FOUR (4) BEDROOM COUNT AND NYS DOH STANDARDS C1 O \ .7 f \ t j I 1 1 " t. 1 \ 1 � - \ "s \ \ '\ i i ! \. t ` \ \ \ \ \\ \ '\ PRO t l o' \ \ y�I'. / \ \. \ S/lBd FOR POST 1991 WATER SAVING FIXTURES O 110 GALLONS PER DAY PER BEDROOM, THE n , \ \ \ \ ` \ \ \ \ \ li \ \ .- _ / \ AVERAGE DAILY FLOW ADF) IS 440 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE \ +ti \ ' ', '.�• . it r' \ \ \ \ I \ \ �� \ :,-�• ' f. \ \ ,\\ \ \ \ LOW FLOW TYPE MANUFACTURED SINCE 1991 THEN THE FIXTURES SHALL BE REPLACED AS \ f hI { ; i i \ \ ; } �6 . :A' ' / ft' \ \ \, \ \ \ \ NEEDED. THIS FLOWRA 7E DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER (NOR /S ONE DRAWN BY EHK \ f Gravel \ `I I ! , E I tl \ \T \ \�. \\ \ i \ \. ' 'i� f'� / / /' !' \ \ \ \ \\\\ \\\\ DESIGN EITHER OF THESE COMPONENTS BE PART OF CHECK BY BMF 'I { s a :':;:::: ;::: OR A HOT TUB/SPA. ADD177ONAL F LOWRATE MUST BE INCLUDED IN THE \ i I i 1• ' AR 774E HOUSE DESIGN. J I Y t I I `\ a A \ \ l v ! / f` / \ v Drive 1 \` i i I I i i � \ \ `\ \ \� � \ � \ \ : j / , Dock �\ % j j Ss \ \ \ \ 1 0 /'' i i \ 't SEPTIC TANK: A 1,500 GALLON SEPTIC TANK IS PROPOSED FOR THE FOUR (4) BEDROOM EDP PROJECT NUMBER 12235 / \ t \ \ \ \ i \ t Deck wj� i 1 DWELLING.. w wr wAr, ` �• \ �. i i i 1 ! ? ~` \ \ .,•' _ O r / t, S C(irs'• '; \ i e e OOPE L*90? TW DREcT sr�Nscw aF A COWARABLE \ \ \ \ A SORPTION FIELn _YSMC THE ASSORP77ON SYSTEM IS DESIGNED AS A 84 LF MIN. ELJEN nE ENG VEER FOR AN ETNGI�R \ / •: 1 i i ; \ \ \ \ \ \ \ \ \ ,• \ i L' y ���-- z / t \ / ' ; ` ! TRENCH CONFIGURATION DISPERSAL SYSTEM Wl7H THREE 3 LATERALS AT 28 LF 7 ) ARpN1ECT Ft1P A tANOSC.IPE ARpsTECr DR . I�\ I : I t \ \` •..\ \ �. \ \ \\ '•F •• - „ ,,,\,j i f/ 5' f '; !' C) ( WYOR FGa A SURWYM IS A Nawnav GF TW NEW / , ` ; I ' \\ \ - , \ \\ \ ' �• /; 1' : ; t 1 1 ��-1 MODULES) EACH, 84 LF TOTAL AND 21 TOTAL EL✓EN MODULES STATE EXICA71CN LAW AND/t7R REGIMATFONS ANo IS __ \ 1 I EWEN TRENCH SYSTEM \ \ �\ \ \ \ \ t ;, �� \ 1 i - 1 AGuss�- ersANaR. - i i ! (1 ROWS OF 7 MODULES) \ / '�: '.' \� / \. I ' TOTAL LENGTH = 28 LF `\ \ �```\ \ \,�� h i j ;'; :/'. 1 O� . I ` i t! 1 1 i - 1 REVISION DATE BY �� \ 1 1 ~,T \ \ \ \ .3 •i' y°°�,,(� �, �P f' `; / i 1 Dock Over Hang PER loom Co►�s 4-2�21 BF �-T _ �� \� \� s ` J ' / i 4' PVC SDR-35 \ �`� ,`.` `+ ,. 1p O, 11 1 ' -�� 1 ('. r' �� T + + 1 EFFLUENT SEWER AT w \ 5 LAKE SETT314CK t\ l t i; + l FT. MIN. SLOPE \ rno \. ;,' \ ,r' ;. 4 !'' I / \ / / j' ; \ y t�::..' . .'._:. �: 1 . ; 7j ; j r 1 SOIL DATA �^M t \ ��Y -' \ ?` I \ \ \\ \ \\ ` PT 2 �. ` :i .; '1 - 'm. j i ,is 1 1 THE FOLLOWING DEEP TEST PITS WERE PERFORMED % i f \,i ,.... Y� l �. \ // �� \` \ 1 t \ \:`\r�\::: / :•;..:?,,j''- f. DECK i ' i ON NOVEMBER 20, 2020 AND RECORDED BY A ;/ ,` �, i \` / '`\ \ \ \ \ \ _ : , - 1 1 REPRESENTATIVE OF ENVIRONMENTAL DESIGN / /� // �\ r._- _��,I / \\ \ `\ \ t „ , f I i .I ;``€ / 1 r ++r I ' E i 1 PARTNERSHIP, LLP. f i` / \ ` \ \ \` \ li�`?t a 11 /+f i ' 1 1 �ti / / / % j / \ \ \ ;;; :t / I ' ' f 'I ' 1 TP 1 / \� \ 1 wow \ 11 TP S \ ;`';1 i / EXISTING DWELLING ft H I i 1 ► - - j/ ;/ j` , 4jj / \ \ '' '' ? \\ f? f0 BE RENOVATED / r` i _' 1 1 0" - 6" TOPSOIL • / \\ \ i I' :'I! `'" i t 1 6" 12" MEDIUM BROWN SAND ( DR MS) t t I ? r'...a 1 / 1 / r / `, i \ \ I I r' t j `I'll\ /; 4 BE 00 f 'i;-. i �;' j\ 1 ENCOUNTERED EXISTING SEPTIC SYSTEM AT 12" - ..� o � � / t t i t i 'i ' I �i` ¢ �/ { y, v r �' ^�° "I APPROXIMATE LOCATION i \ \\ \:\ I f ; 1 _ f` � / ! / OF EXISTING LEACH FIELD } ! / i \` `\ J ( T a ' / J r % ^I° / j TO BE REMOVED \ I ` r , i 1 0 - 6 TOPSOIL M /J J / %' / �� / 1 i I I i i 6" - 12" MEDIUM BROWN SAND M 11 / f / / ,*I I? - t 1 � 20 1 'I I I'\ / PATIO `'! ? , i ii ENCOUNTERED EXISTING SEPTIC SYSTEM AT 12" / 1 r / I I I \ EXISTING WELL TO BE I ; ; ! i r. / , I i I : '� ` N ABANDONED PER ! i cv ' j i (/ / PRECAST CONCRETE f j I \ '� 1 1 14 I I : I \ !,PROPOSED S, i f � o / � / f i DEC REGULATION. 11 \ f r ; TP a ( I t, t / DISTRIBUTION BOX I i i I ?, \ RAGE \ t t rf ( " - n } / I t I GA ,' / / ; 0 18 TOPSOIL % Q / ' WELL\ '' j if / ` j TP1 I !i `', �. \ 1. � QoFy 11 f;` i' /I' LEDGE ® 18" r . : + �" / PARKING ! I !1 i `I ?: ' I. \'o, l�1KE o i/ /� i / .-' / AREA O 1 j I \ \ EJECTOR PUMP TO BE SE�K w ;J i,f' ;' rn INSTALLED IN BASEMENT c ` ' THE FOLLOWING DEEP TEST PITS WERE PERFORMED fe 10, I `, PROPOSED 1,250 GALLON o ;'; i j' t STORMWATER MANAGEMENT ON FEBRUARY 23, 2020 AND RECORDED BY A a `/ I f � t, \ I. PRECAST CONCRET SEPTIC TANK 1 3 ;``' r/, / �, AREA REPRESENTATIVE OF ENVIRONMENTAL t E AL DESIGN a / l \ t ''t t '• / �',',`r ! ,' 01.E / PARTNERSHIP, LLP. 3 i \ \ i cc I /t C O I 1 s i : t /` +� o Q i �f A-�� jt \ i ; ;+1+ ;'+ 3 ;' 0"# 8" TOPSOIL W .---� / I ' i 4 f' _ _ _ i i / \ \ 77 ......--. r - BROWN SAND = �� I - i t f r lI '� 1 ;'� 26 BEDROCKS lI I EXISTING CONCRETE SEPTIC / i I, \ \f �+ ', TANK TO BE PUMPED CLEAN A �w: \ f` t r` j i e ,/ _. / PT#1 \ ,;t 4? ` _ /: f ` \\ t % TP#5 SCALE: / / TO BE REMOVED \ f a __ , ;; r / I ; a� 2' PE FORCEMAIN ,f '"'"�' / / M;,\\ ", t t �i•�' / ��\ t ', +l ./!e f - f rl' 1' ,';rj ! f ' - ,' _-{{// " W " :\,"t kjr. j' 11 i 8" 28" BROWN SAND ° r _ 11 I• 8 TOPSOIL l I r` _ TP#2 r u\ ' , \\ ,\ i `:,: f. ' 1 f // 28" B DROCKS Q _ - ..__. _ -._1 / , / x, I _ '� _ / �_ / �:y� -= STORMWATER MANAGEMENT ! rn / I �' j` �� -`"�� �3, `' '` / „\\ \; \\ \ \ +% i' �� THE FOLLOWING PERCOLATION T NOT FOR a /f �;' `/ _ nb w 1 %1 �\ ( on RCdd Fourrd itIli , PERFORMED ON NOVEMBER 2p,TESTS WERE CONSTRUCTION o -' --- -'�Ca /` �� 4 �� -�" /`' r` ` '' \ / RECORDED BY A REPRESENTATIVESOF AND ' J-' / /, •' ENVIRONMENTAL DESIGN PARTNERSHIP LLP. s lronl od ;/ ��- tA / n+ SHEET TITLE: / \ �/'-�r 0 - -Jr. F' t; trr ^r ,'�OW LAKE sE , Jr - /'/ !' I It 4 P Q -......-._--- f TP#3 - STABILIZED AT 7 MINUTE INCH / - / _.351- - _ ,j ,, ''' / WA WATER R r' ,t:;t `tl , j _ ' --_ 3g3 M E WELL NE /'' r� ;/ APPROXIMATE I LOCATION OF IEXISTING S WASTE A J �_ j J �k -- , PER PROPERTY OW 3 3,r RECORDSW PT#2 PLAN le ,,........r _ !: 1; /' R t J---*-----''' �= / 355 -'"� -3F0" '' t: �'f' / r STABILIZED AT 8 MINUTES/INCH __.- _. _..... Grass i 5� _. i i r ( ` ra /Drive / /� '.3 /3�6 i' -•'''� / / 1 I /'' r '' / / /' GRAPHIC SCALE } /-____ / / { I / / G /' / r - ' / ` '' �/- , , '�;, '� M i / l j r 1' II SHEET: M I I � W - ' ///.,-------- n M 10 8 8 4 2 0 10 20 40 - --_- 7--- �---- z�- �/ /� EWEN TRENCH SYSTEM I M M i ' ' . (IN FEET) o,w (2 ROWS OF 7 MODULES) ILd I N 0, ` i 1 INCH = 10 FT. W /1 f / f ' '' -- TOTAL LENGTH = 56 LF ",' M n C 1 of 2 _ / / - N - r, 1. / / -1-" ":� i ;i i i N: N N � a w i I ! ; i f fj J ! I . M C3 i II:f L I 0 S I G 0 Y ` . T`o. : - � �. ''�� •- �.+� per: 366 366 - ilk : 24" TAPERED HOLE do PLUG (TYPICAL) 364 364 0 INSTALL 24"t OF GRANULAR FILL WITH IN-SITU PERCOLATION RATES BETWEEN 1 MIN/INCH AND 8 MIN/INCH. PIACE FILL IN 12" MAX LIFTS AND LIGHTLY COMPACT 1 SWALE UPSTREAM OF ABSORPTION WITH DOVER BLADE OR BUCKET. NO RUBBER TIRED MACHINES TO BE USE IN THE FIELD TO DIRECT SURFACE AREA OF THE ABSORPTION FIE 1250 ` RUNOFF AROUND FIELD PROPOSED GRADE O 5'-3" 362 362 FINISHED GRADE � O M N SEE EVEN GSF SECTION TOP SOIL O O THE SLOPE OF THE � SUITABLE BACKFlLL 3' INLET PIPE BETWEEN N 4' DIA PERFORATED PIPE (COBBLES. ROCKS TO BE REMOVED) THE RESIDENTIAL UNIT 00 N BOULDER RETAINING WALL HOLES 5 & 7 O'CLOCK I AND THE SEPTIC TANK r GEO-TEXTILE COVER N TO BE Y" PER FT. M 360 TOP WA 358t 360 5-s• 41. BANDING STRIPS 4'-8' N m 5'-2' 1250 GAL EWEN GSF LINT 10'-2" a W =1 I, III III 1 -1I I , III-1I1-1 77 = _ I . CONCRETE SAND 4'-6' nI 1....�V W 0 i 358 i; EXISTING GRADELEVEL — — 358 �r /�/ � 'i /;%%��,; i`6 4'-0' 0 LKIUIO O —I 11—III—I I —III III—i I I—I I—I I=__ — 6" MIN. �a__y 4• =i I-i-f l -iTi-i I-i I I-III-III=1 I-III_ i I_� - 2' YMgMUM '-1 li I- - 3' 6" MIN. z �/� U VERncAL 1=1 j I-i 1=1 �2' V) J ��� � 3' iv PPE SEALS PROVIDED AT HIGH DENSITY NALL PIPE � J 356 356 2 TO IMPERVIOUS STRATA, BEDROCK, OR CONNECTIONS SHOWN. BEDROCK SEASONAL HIGH GROUNDWATER j O Ld *TANK Q Lu Z E LJ E N GSF CROSS SECTION CONCRETE: 4000PSl SIZE WEIGHTS, LBS REINFORCEMENT: ASTM A615-GRADE 60 U � J 354 0ASTM A185-GRADE 65 GALLONS TOP SLAB *BOTTOM TOTAL 354 NOT TO SCALE ENRAINED AIR: 5.OX-9.OX MEETS ASTM C890 1250 2660 8820 11,480 *INCLUDES BAFFLE Q '' OJm o 352 352 w D w 0+00 0+ 10 0+20 0+30 Z SEAMLESS S E PTI C TANK (1250 GALLON) �' m Q W � NOT TO SCALE Z Z � Wz WASTEWATER ABSORPTION FIELD (SECTION A:A) w aC Z } mo o SCALE V = 2' V m L V Oa Y z STANDARD CABLE-SPLICE/ 0 J Q Z � FINISHED GRADE AT WELL SEALCONNECTION O 0 o0Q z 366 366 VENTED BY EHK DRAWN REMOVABLE COVER WELL CHECK BY BMF EDP PROJECT NUMBER 12235 GALV. IRON DROP PIPE WGU PUMP MOTOR CABLE WAY. MESS '"OM "W DIRECT WSOV OF A '"RA� aE FM AN a� ARCW T FVR A LANDSrAPE ARCMTECT OR I IN SEALED CONDUIT WYOR FOR A SUUR�nR. X A W ATM OF' nEE NEW STAM mUCAMW LAM'AN0/d4 RED"WAS AND IS BAFFLE CONDUIT A D`A� '� LR�'�ANCR. 364 - -- 364 INVERT ELEV. CONNECTION 12" MIN. REVISION DATE BY INSTALL 24"t OF GRANULAR FILL WITH IN-SITU PER 1owN cow,orrts s 2e 2, BF SEE EW ELECTRIC 12"-18 FINISHED EN PERCOLATION RAPES BETWEEN 1 MIN/INCH BOX GRADE GSF SECTION PROPOSED I AND 8 MIN/INCH] PLACE FILL IN 12" MAX INLET SWALE UPSTREAM OF ABSORPTION GRADE LIFTS AND LIGHTLY COMPACT WITH DOVER —� 2" MIN. 4 FIELD TO DIRECT SURFACE BLADE OR BUCKET. NO RUBBER TIRED - - - - - TRUNOFF AROUND FIELD I O O 0 - - - - - - 362 - MACHINES TO BE! USED IN THE AREA OF THE - — — ( ° 362 — 1 I ( �' =1 I I—III—I i DOER-SIZE DRILLHOLE FOR GROUT SHALL BE CASING SIZE PLUS 4" ! a I WITH MIN. % BENTONITE GROUT : . . G W BOULDER +359*IN ALL �� I I WELL CASING FULL LENGTH OF 120 MINI TOP WALL, 359t Z 1 /2" :CLEAN SAND OR PEA GRAVEL GATE °a 360 - _ _ _ -- 360 VALE N HYDRO- D:0I=—I — _ a MOTOR CABLE 0 toPNEUMATIC PRESSURE �oD: 6" DIA. x 50 , MIN. STANDARD PRESSURE WEIGHT STEEL WATER WELL TANK _III—= NOTES: z 3 SWITCH I I III-1 I I III —IXISTIN GRADE PITLESS o I I CASING PIPE (AWWA A100) ,n G I—III-1 (, �I I—I "- III=111 M I I-_ )I 1= 1. PIPE JOINTS TO BE SEALED WITH ASPHALTIC MATERIALS OR EQUNALENT. ADAPTER tow - C2 358 —_—i _—_.. III _III=1 I-III I ___ _ 358 2. INVERT ELEVATIONS OF ALL OUTLET PIPES MUST BE EQI1M m c� 4- ,, 'I =1 I I=1 I I III=I ICI 1=1 I I I III -III-I 3. THE SLOE OF TEE OUTLET PIPES BETWEEN THE DISTRIBJTION BOX AND THE HIGH PRESSURE I I I a I __I„I I 11 I— DISTRIBUTOR LATERALS SHOULD BE 1/8' PER FOOT. RELIEF VALE cu 4. CONTRACTOR TO US SPEED LEVELERS AS SUPPLIED BY FORT MILLER TO EQUALIZE PRESSURE a I I a SEPARAI'�ION Flow• GAUGE I Q 356 - 356 [ ': 3 DISTRIBUTION BOX I I [L ° a ° e a G a I 31 NOT TO SCALE a ROCK OD DROP 354 - - 354 �4" SPIGOT LINE 41 CASING = FLUSHING/SAMPLING SHOE N TAP UNION c SCALE: a I. CHECK FOOT VALVE N.T.S. I SRING LOADED BALL- / d 352 1 352 CHECK VALE SUBMERSIBLE PUMP MOTOR 0+00 0+ 1 0 0+20 BEDROOMS BY ENGINEERT�PON C BE IZED OMPLETION NOT FOR 11 2 3 4 5 NOTE: OF WELL DRILLING. CONSTRUCTION C2 PUMP CAPACITY, GPH 250 300 360 450 ALL PIPE, FITTINGS, TANKS, SUBMERSIBLE WELL PUMP N WASTEWATER ABSORPTION FIELD (SECTION B: B PRESSURE TANK, GALLONS INSIDE 42 82 82 120 PUMPS AND APPURTENANCES SHEET TITLE: WHICH COME INTO CONTACTWITH � SCALE 1' = 2' SERVICE LINE FROM PUMP INSIDE DIA.* 3/4" 3/4" 1" 1-1/4" BE NSFOTABLE APPRO EDTER STD.HALL J 10' MIN. SUMP DETAILS } *SERVICE LINE LESS THAN 50 FEET LONG, HDPE PLASTIC OR TYPE K a COPPER. TUBING FOR SERVICE LINES 50 FEET TO 150 FEET USE Of NEXT SIZE LARGER PIPE. A SHEET: D 12.1 w DRILLED WELL DETAIL 2 of 2 NOT TO SCALE 3 C3