The URL can be used to link to this page

SEP-0129-2019 Af � TOWN OF QUEENSBURY r � 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: SEP-0129-2019 Tax Map No: 226.12-1-66 Permission is hereby granted to: Gregg Sherry For property located at: 358 CLEVERDALE RD In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Name: Jennifer Sherry Septic Disposal-Residential $0.00 Owner Address: PO Box 64 Total Value $0.00 Cleverdale,NY 12820 Contractor or Builder's Name/Address Electrical Inspection Agency Ellsworth&Son Excavating 76 ELLSWORTH LN Lake George,NY 12845 Plans&Specifications Residential Septic Alteration $ 75.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, March 19, 2020 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbury; Wednesday, March 20, 2019 r /// '? A✓ A eQ A,n .,.�ww.,. SIGNED BY: d :; �,, for the Town of Queensbury. Director of Building&Code Enforcement Office Use Permit#: l e.. Y 4 SEPTIC DISPOSAL PERMIT APPLICATION Permit Fee.$� w,� �� , Invoice#. 9 ? �M� u z�n � Yes No ��P 4 PAUX 742 Bay Road,Queenshury,NY 12804 yh r rf"v. f Woown of Qytvns wryI P.51$-761-8256 wererw.clueerrsbury.raet 2019 Tax Map ICI#: 226.12-1-66 "C 1i=" 1, EENS' 9i ' 13131113INC-3&-CODES Project Location: 358 Cleverdale Load w Applicant: Name(s): Gregg F. &Jennifer J.Sherry Mailing Address, C/S/Z: 72 Bloody Pond Road Lake George, NY 12845 Cell Phone:_( 518 ) 424-7887 Land Line: _(518 ) 668-9745 Email: gregg@sherwoodgroupny.com,Jennifer@sherwoodgroupny.com Primary Owner(s): Name(s): same as applicant Mailing Address, C/S/Z: Cell Phone: _( ) (-and Line; Email: Q Check if all work will be performed by homeowner only Contractor: Workers' Comp documentation must be submitted with this application Contact Name(s): Ellsworth and Son Excavating Contractor Trade: Excavating Mailing Address, C/S/Z: 76 Ellsworth Lane Ext, lake George NY 12845 Cell Phone:_( 518 ) 3614-980- 1J Land Line: _(518 ) 792-9246 Email: danna@ellsworthexcavating.com o Engineer(s): Name(s): Hutchins Engineering Mailing Address, C/S/Z: 169 Haviland Road Queensbury, NY 12804 Cell Phone:_(518 )260-7499 Land Line: _(518- ) 745-0307 Email: thutchins@hutchinsengineering.com Contact Person for Building & Code Compliance: Hutchins Engineering Cell Phone: _( 518 ) 260-7499 Land Line: _( 518 ) 745-0307 Email: thutchins@hutchinsengineering.cam Septic Application Revised February 2019 RESIDENCE INFORMATION: Year Built Gallons #of bedrooms: X gallons per =total daily flow per day bedroom Garbage Grinder Yes V No 11 1980 or older 150 Installed? (circle one) 1981-1991 13_0 Spa or Hot Tub Yes No Installed? (circle one) 1992-Present 110 4 110 440 PARCEL INFORMATION: Topography Flat Rolling Steep Slope %Slope Soil Nature Sand Loam Clay ther(explatn ... Groundwater At what depth? Bedrock/Impervious material At what depth? Domestic Water Supply LAKE _Municipal _Well (if well,water supply from any septic system absorption is Percolation Test Rate: per minute per inch (test to be completed by licensed engineer/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: Tank size 1,250 gallons(min.size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub System Absorption field with#2 stone Total length ft.; Each Trench ft. Seepage Pit with#3 stone How many:_;Size: EAlternative System Bed or other type: 17'x 28' Presby Absorption Bed --4;71d'ing Tank System Total required capacity?i_�_ _ tank size #of tanks NOTES: 1. Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency; 2. We will no longer allow systems to be covered until such time as an as-built plan is received and approved. The installed system must match the septic layout on file—no exceptions. 3. As-built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans. 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: DATE: SIGNATURE: DATE: Septic Application Revised February 2019 Town of Queensbury n Building and Codes - Fire Marshal 742 Bay Road -( 1 ) 761-8256 Building (51 ) 761-82 6 Fire Marshal Case umber: SEP-0129-2019 CaseModule: Permit Inspection ate: Fri Mar 29, 2019 InspectionStatus: Passed Inspector: Dave Hatin Inspection Type: Septic Job dress: 358 CLEVERDALE RD Parcel Number: 226.12-1-66 Queensbury, NY 12804 Contact Type Company Name Name Contractor Ellsworth & Son Excavating Applicant Hutchins Engineering Primary Owner Sherry, Jennifer Granted Permission Sherry, Gregg Engineer Hutchins Engineering Primary Owner Sherry, Gregg Checklist Item Passed Comments Building Inspector Notes NO Type of Water: Municipal /Well Water YES Lake water Absorbtion Fields: Total Length YES 10 @ 28' Length of Each Trench YES 28' Depth of Trenches YES 3 ' Size of Stone YES Mason sand Mar 29,2019 Page(1) Checklist Item ass Comments Tank to Distribution Box YES 11' Distribution box to Field / Pit YES 1' End Cap YES Ends looped Locations/Separations YES Per plan Foundation to Tank YES 20' Foundation to Absorption YES 25' Engineer Report and As-Built YES Engineer on site for inspection. Verbal ok on installation. As built submitted Location of system on property YES Under parking lot System Use Status YES Ok to use Hatin, Dave (Inspector) Mar 29,2019 Page(2) Town of Queensbury- Building and Codes - Fire Marshal 742 Bay Road - (5 )761-8256 Building ( 1 )7 1- 2 6 Fire Marshal CaseNumber: SEP-0129-2019 Case Module: Permit Inspection ate: Fri Mar 29, 2019 InspectionStatus: Partial Pass Inspector: Dave Hatin Inspection Type: Septic Job Address: 358 CLEVERDALE RD Parcel Number: 226.12-1-66 Queensbury, NY 12804 Contact Tye Company Name Name Primary Owner Sherry, Jennifer Engineer Hutchins Engineering Granted Permission Sherry, Gregg Primary Owner Sherry, Gregg Contractor Ellsworth & Son Excavating Applicant Hutchins Engineering Checklist Item Passed Comments Building Inspector Notes NO Type of Water: Municipal/Well Water YES Lake water Absorbtion Fields: Total Length YES 10 @ 28' Length of Each Trench YES 28' Depth of Trenches YES 3 ' Size of Stone YES Mason sand Mar 29,2019 Page(1) Checklist Item Passed Comments Tank to Distribution Box YES 11' Distribution box to Field/Pit YES 1' End Cap YES Ends looped Locations/Separations YES Per plan Foundation to Tank YES 20' Foundation to Absorption YES 25' Engineer Report and As-Built NO Engineer on site for inspection. Verbal ok on installation. As built to be submitted by the end of the day Location of system on property YES Under parking lot System Use Status NO Ok to use just need as built to issue cc atin, Dave (Inspector) Mar 29,2019 Page(2) I i"T �77"',,,,,, ,�U, :��%P'� 1 , , ':�,,��%',P`�,, ,,�W,�V��! - ,�C��,�, ��,��',�,",,"��,,,,,,,�,,,,��i-4,�,��,�,,�, ,I,,"-- �t�`�,,,RN�0",",,,,,,,��5i,��`�`,," 11,�111_ I ,��,�,,,,;,�l*,,,��,,,,,�,,,,,��,',',,',6�,,,,N , , , I .11_____1 �:��,��,,'�,,��...��W�� 7", �z�,,',�_��,,,�','ri�, I , ,,�q� ,, -, ,i� - , ,�ri�, ,�ri�, ,�ri�, ,!��i��, ",, �,� �4i��i.',',��,,,,�',',�,�,��""","�':,�r�i��, I rlll;� " , w_'12,1'1 U,A � ,", meh",I 1, I ,,-��,-��i,��""","',,,,� , 00-� 1�i I ,,, ��,�:,��,�,,�11 I",,,,I I I 111 I,,, " ,, � "; 6, �, i "!',,',,",',-�,,`�� -11-4,'-' 1 , ,'�','V�"""'�,,I""�,'�, � ,,�,,'�,' 4 , � ,, I , ",, a, , -,11,�, �lv�111_10 I �,,,; " j, � 0 ". PROP. LOW VENT SEE DETAIL. "I'll' ' "�'�,��;�g", �,,� ,,�:�',';'�,�,-. , I'll 11�t,l I I . " _j�,', .��,� NEIGHBORING CHURCH � "14g, � ,,,,��,,,��,,',,��;""",,�,"��,,',,.',';'�� ,�V,'��'11;�,Y,�7_� ft',,'�,�� 11'�,��,,,, 11'vn�g , I ?,�mq, , 6 �,,�?',� , A� Ca"v � _ -- - ", , ,� 1. ,�,,,z,�, , � ,,�", �g 1 1 N"YON11, PROP. PRESBY ABSORP71ON SYSTEM, "UOSIDE CHAPEL" I , " ,�,�, , I I . .�,V, - M�,, ", , ffr , ;� I 11...I-� PF , ,,, ��,"� � 1, - � (10) LATERALS 0 25 LF EACH IN �,�ql "'; -,; ,�,;� �, ��,,�iZ,,�,,�,,,�y��,,*,,,,,�� 'j, �� , I � , ,� "f � ,,� ,,� vV.,"", , " 11 17'x28' PRESBY SAND BED I , r` � 'K 11 _1"I 11 k I',- C� �, �,.�, ,�'! e �� " 1 '7 �"vl PROP. 8-HOLE DISTRIBU71ON BOX WTH ME,- %'�, M -------------------L-------r I ", M.., , " __;� III' I 11 ,,,, TRAMC-RATED CAST IRON COVER. ", XV 'in, � '� 14 "1,11 "I ".11, I ', 1'z 1,11,1 I � , - lo-", �� , ,-,Is INSTALL 2" RIGID POLYSTYRENE INSULA77ON S86*14'10"E 30.0' ,',',��f,�,,,�, ',�`,`�,,,��; It", � LIMIT OF PROPOSED I 7*x2B' ig� I BOARD OVER DISTRIBUTION BOX. famm - � �,,,�., - , I �, I 1: "4�,��4,�,�' 1 !_�:_11 PRESBY SAND ABSORP77ON BED 111111 i, 1�1 Q NO3*45'50"B '�,I&,�;, ��,�;�1` �1, .", ., �,;,,� I ARN11'1� PROP. EFFLUENT SEWER 10.0, �", 11�,'1� " " e ,g.g, - �""-., V pp , F,11�� 11, ,;,U "', , G-11 ,'I 0 - - — S86'14'10"E 139.09' , 120�:7'1�,�, -,,,�g , I , 't , �,. �' N I - I i& I'll, All',',A" "g, 111T I ItA"N",I" , , '!'I" I '9�11 m - 1111 I - - - - - � - - , 1 g% �,,'� ,� 0111 E4�'Y � ,,,� " EXIS77NG GRAVEL DRIVEWAY TO BE ',V§"� A""",� "I 11 t lii MIN I/ 6"Ll'S �,,� 1, I �N`k",! _14,;, 1 1 PROP. 1,250 GALLON PRECAST -�, � 1, I? � Z, "I'll". "I - I I I - "1% I ., EXCAVATED AND REPAVED AS SHOWN� - F,V WOOD SHED 1 , I A N 13 , , I _Q,',,�;��`_4 1 ",-i � Mo % "t , - - " -, "", I "I'll, , ," , , ,, , 'k-3i "N" '01 1,�, Ig�� SEE DETAL � CONCRETE TRAFFIC-RATED SEP,nc TAW 11 , ,�� "i "S11 '��-4F',;�-�n� _��, I , 4", - 1,00, L_ r I I 11, 14", 77)1�@,,�,� ',Ilp��,"'I", , I 10, , , , r, 111 - I �__ �', , .q�', " ;,� 11111.11%�..'� - - - - � , , _'gg �," ,,� , , 1- �I �' , ,�, "I �. - 1, I I,, �...� -I I'll. --I -------- - ------- _____ ,,,� x;", 7!, 1,,�,,11,,_ , I , , I ... 01-01111 ,� ,P 1 ,,3Z�'.' ".."� , __--------------I 11�1 I-, "I'A101f, , �',' , " W, t� , ,. . 1. I I - __ ____ ___ _____ ____ - � -,:, , ,, "I .00 - 1% � I _____T_ , _"J :, " 11 "��-,�, I I I "I ": qev' ,"- I I I �. J F_ -- WOOD DOCK :,11%'f ,"'"' , � I L�l ,W,;�' � I � 11 � .1 'I,�,,,g " ,;�,, I I I ,� 7, ", . I � � 1A� ,� 4', , , I I I -11 "I , I " � �,� 11-,� '1�1.�, I , ,��'i . I � a_ , I I,I/- I I I I I 11_111 A �, I - —_ 14,� , 1'7�1 U,11116,1z 1 �, I I� - I I I I � , �, ,Al, 1� '1111"11,11"I"'p, ;� I I I �. I I � I � —71 ,�4,_ �,," �� , , I. I � - - , 1 '�,'A ,W,110,�'11' ""-V I I � � , -,�"', L11-C t � AN ,� %� I I � I I 11 � I I" i" ,�� & �, "I I I I I v, I I . I I , K" 11 111 I " .4" I I i; - , �,,, , I, �,, tl, ��,, - Q I LAKE I m'n�,,gj� -, - I - ft 1,' AZ�11'1'.,�,�, "�, "'A"'211 " ,"I � I I I. I � � I � I ,_, I . I . , __ " 11 �:�� j�,, I I , ", � W ;1 ,�� ", ,,,��,,'�', � I j I �, � " ,,�R�,',3111111111111'1 I -.1-11 - .:I � I - ,"" �m ��,,�', , ", "', , , �, � , , , , �, � I 11 , % � I I , " , , -x I 4� , ��2222� �� I_ � 11) .... � I&ML_�_� "'11��'. �@# DECK I 1.I 1. I i_� GEORGE 11,11 111 J�� 11 � 'I F'r-l"'21, MSTING : pl q , t-9 .V) <1�1 � ",",", "'. ::��:�!�:� 11 I i,l 1, I �. Q I ge"N' I I ,t", 1: �:: I,,,,;� ,V"M I I :3��BEDROOM :�: � 04 1," ug' �.:.�Iwllil I . I � I � 11� . . � ,:::, : : : I ,-. SITE LOG4TION -L, 'I � -_ �11_..."I", 11 �:�1. I V: .-I� � .1 : I M�;,,,,,,,,,�,,,.�, I . � v.?m,"'zg' 0 I I LOCATION MAP M-�?,,,Llll�l,,,,�,,��"'�,��", PROP. 4 0 e�RZSVE � :: , . 1�'g"'gimv',� , ,:,��:�::�:!: [Ij 1 , I .1 I 1.11, .1 I . 11.11, _11 2 E5'A,11401 PVC HIGH I.. I I....I I.. :11,1 .1 .. 11 11 �: WOOD DOCK . I � 111. I I I I � 11 11 .. 11 I .I I M, I'll I � I I I I I "I 11 I I 11 I - I I . I I I I . I . L - _ __ - - - - � g'I', I 11'Klq,�N-�,Pe. 11 I I I � . I �11111'1111 VENT PIPE I I .. ABSORPTION AREA FILL MATERIAL NOTES ", ,,� N,b'g��, . I I I I I , . - � � � dw _ I t,'A,", � : �� . , ,,,.'-, .11....._Q...U-__ I I 11 ,� 4 11 11 .1 — I'll �, -....1-74...1-11111 .��I,L...1.1 I� .W., ''.11 1.I 1,11,11.1- I'll ,I:I I I I.1�:1 I I I 1 I 1,,:,I�,, W i AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE , , ''...''.1.111-1... �::...:..... ....... I -.1 1. I I I I'll 11111�1_,'�,�� .��1.11�Ill",,��''.,..'�.I...'',I�ll,",.","".I.....I..".�:.":,:,:,.,.,..:""�..''�..�,�.I �-(q ____ U.)I - � I .: M ,"I'. ,..0.'F. _:�. - , I.:: I �.o I , ,. - , �_ 1� il: I :, 140� �. -...:: �:.�:::� . "': ;_�.J..:.:.�Ii.��,�:.. .........- 1z __`��I - I I I 0 AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. S. DEPARTMENTOF .. . � ,11'11,� --liz -.1- � .... L_ I: ,� I X I � __ _.:11 PRESBY WASTEWATER SYSTEM INSTALLATION NOTES p" %� 11,� 11 I.I.I.I...."...4.1.1.1 11,1.11.1"I�..11111 I".."..-F..�V1.. - PA? - CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y. 11 , ..,r.,'...,.�,�.,.4...1111�..'��.... . 1,1 ,,,,,��, �'��",I,,",,"�,tt I I .I--... :: ,�',,��,�,�, � ��v . ... , ,, ,�-3',,�,��"", 1 ,2 �,,'," �� PROP. HIGH--, d"O" I LL-�±�� I�P HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLAS77C PIPE AND 6 ' � ��' "I , >�3,:�,_,� 1,111", 1 15�- "' - , I� ", VENT I,- CORRUGATED TUBING IN SEP77C TA ,W, �:,'�,,"'!!!�:,,." I 'i,pj�., �,_I'll � 111� "I 1, �:`,!!�:,, � ,� I :�,, I "ABSORPTION AREA FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY L�1i, ""I"' ,�Iisl*llllc EXIS77NG FORCEMAIN TO REMAIN U NK LEACH FIELDS. iffiN" , ","';"',11' �� :11 �. 11 I " 10`1 "I 1,� M� ", �- -I I I. ";,, ,:�; �0 """ � � -5 &I" , �%'' 1: 11 I,''�,�,� 1.1.�.� 11�,� I I -_ _eg�, " ,,,, I 1,,,, " �1 , I 11 I . F� �vl 11 1.� . LOAM OR SANDY LOAMY GRAVEL KITH IN-PLACE PERCOLATION RATE OF 2 , " "" �, ,,, I I 'll. , � I ,,, '!_� �� ": .�� , ,��. I I� I , I ie", , ,,;;,,� ''�,!"� ,,_11�,� I __ _o!��_'7 � ",.15 ,,,,�""',, , x 1 , �I FM _F ., ,, , .... _ _ _ _ _ _ , .. - , -- ,,,,� , �,,,", 1, - �, =64! 1 -* EXIS77NG GRINDER PUMP TO REMAIN �4 MINIINCH AND NO ORGANICS OR OBJECTS OVER 3- IN SIZE. LESS THAN 10% BY PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND ; ,�,i,! - :' ,,,, � : WG� - f 6_0)V__17,- - L _r I ��,,,,�.... � �, �, ", : �� 1� - I � � � 11�m -1 , 1 SYSTEM TO �BE INSTALLED IN ACCORDANCE WITH � 11 I , , M .". & - MATERIAL BY 11,111. I , �� ' 11" F I �.11 I WEIGHT SHALL BE FINER THAN 0.05mrn. AT LEAST 25% OF THE ,,,,� _�e ;�,,,�,� �- '' , : - � oll - k � 1 , I:,_:,F:44 v6i 1+i .. 0, � �,�,, 11 1: I I 1 1 �, � I. . LOCAL REGULATION& FOR PRODUCT INFORMA71ON OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, ,""�, ,�, : I 11- :. . . R I ,� � 1 . .11.11 � '': __ WEIGHT SHALL BE IN THE RANGE OF 0,50mm TO 2.0mm. LESS THAN 15% OF' THE " . I - __��'.I 1. �1111 ": � :.,I-— � . . . --,I—EXISIING BUILDING SEWER Q I 1,,k�' _4 'I,,11, .1.1.�., I �, :�.,, ,�::, :;: I co INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1-800-473-5298 WWWPRESBYECO-COM , 1 1: I'll - "I I ,1� - - - 11 I I I� MATERIAL BY WEIGHT SHALL BE LARGER THAN A 112- SIEVE. 11;, ��`"I - � - - — 11�. � �., �, �1��,, N860-93'30"W 173.57' - - — - - - - INSTALLER MUST BE TRAINED AND CER71FIED BY PRESBY ENWRONMENTAL, INC.. �, �1, ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED AS SHOWN, ON I � �', "11"'111111111,, 10' P.L. SE7BACK 14�09' �,," 11 , , "I......11155,� I "ABSORPTION FIELD SECTION" DETAIL ON SHEET S2� 11... 111.101"; �� ,0 �,;I�� I fft / ��Ii_ AFTER EXCAVATION OF BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED ,�11111'q,,.,,,�. EXIS71NG SEPTIC TAW AND ki�,�11 I'�, �� , 11 I _.�,, # ,- , '1911 DRYWELLS TO BE REMOVED FILL MATERIAL IS TO BE' MECHANICALLY STABILIZED IN IN ORDER TO LOOSEN SMEARED SOILS. I I I ,i I I 21"'i,�i 1, EXIS77NG ASPHALT DRIVE ------- 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORP77ON BED. PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ADVANCED ENVIRO-SEPTICO PIPE AND FILTER FABRIC SHALL BE I 1 "I'll, , " , , , , , , " , " , " , " , " ",,,,, I ",.._r', NEIGHBORING / M MA TERIAL AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRALNED SOILS AND WASTE MATERIAL M,�,I INSTALLER TO N07IFY ENGINEER OF PROPOSED SOURCE OF SYS7E nLL ,,, , , , I , I , "- 11, , , , , 'I'll RESIDENCE , , , , , I'll, �, "', ,�11 ,, ,, ,, ,, ", ......,�,, PRIOR TO TRANSPOR77NG TO SITE. IN THE PIPE " z Ill' _� � ��_,',I, ,1111111,11-IN"', ALLING ABSORP77ON ",�, - W17H LESS 714AN 2% PASSING A j 200 SIEVE, "P, REQUIRED AROUND , , ,.�'_,� A PERCOLA77ON TEST IS To BE PERFORMED PRIOR TO INST , , I I "",Tll�� MINIMUM OF 6" OF SYSTEM SAND, �, "' ," 1��....�,��` -PLACE PERCOLA77ON RATE IS IN ACCORDANCE WTH FILL , , ... -,�,,� , ,�',,W�� TRENCHES TO VERIFY IN � ': `�,i.,, W 77 71 ,,,�eli�,� CIRCUMFERENCE OF ADVANCED EN RO-SEP C PIPES. (SEE DESIGN AND INSTALLA ON MANUAL FOR COMPLETE I ��111,� ,,,,-�',' 11 ,",�,, �," -I SPECIFICATIONS. I ��h,,'��4,',�' SAND AND FILL SPECIFICATIONS.) ,�`,'e'��",4, ,"',...I I� Z ,� � ,k,,��,,',�i _-- "I . ' 'I 1�, ,,,"1,,,,,,,,:',';t�,P��,�� , �" �I , ,E I � � � e � � � � � � � 1, . -"1� , , , , , , , , , , , , , , , , , , v "R NEIGHBORING INSTALLER TO PROWDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PROR TO ��_1 " � ,',",',�`,",","", --l"""",--"", ��, �A�'��;'�,",',�' ", , � 1, " " 1,,�."I GAIMG.9 & C&O" WASTEWATER SYSTEM PLAN TRANSPOR71NG SAND TO THE SITE. I'll ___ 1� W. z�� , - SCALE'.� 1"=20' WASTEWATER SYSTEM DESIGN �,��,:', 111111i�`,�,` L___ - � THE PIPE SHOULD BE LAID LEVEL, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, � "', `��11 I 3-BEDROOM RESIDENCE + 1-BEDROOM APAR7VENT , , GPAPHIC SCALE 4--BEDROOMS TOTAL SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. 10 0 5 10 20 40 WATER SAVING FIXTURES (INSTALL. IF NECESSARY) ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE �,Mi��-_�____� 1 (1,6 GPF MAX FLUSH, 30 GPM MAX FAUCET,S) DISPOSAL FIELD. ( IN FEET ) DESIGN FLOW - 110 GPDIBEDROOM DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. SYSTEM DESIGN FLOW - 440 GPD SEPTIC TANK - NEW 1250 GAL. PRECAST CONCRETE TANK THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME LEACH FIELD - PRESBY ABSORPTION BED 111: - '""'. :._ � :�:� , :: �:�:, WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS GARBAGE GRINDERS. 11 I _ :_�: �....._�,:, ':, : 11 �... �,._��': �1:11 I - 11 I : I I I, I'll: , .I 11 . , - 11 11� 111. :_,:� � __: __�: � .- � ) DESIGN PERCOLATION RATE = 8-10 MINIIN I 11.111�:.:, 1- �-,.. ,,�: �: , _ � :, � ,�:.:� --,�:;.:;:..... ! =: �,��::�:��::: - � SHED z� ��,:: ,:��::��:,:::�� .,.111141:�.::'�,, 1111:�:_: :,.:.:._,_: :_ __;�.�:::� ��....:_,_: _�.%:::_:�� __ 71 SF C MUST BE EXCLUDED FROM THE WASTEWATER I I I - :�!:::�: I: , �__. _, ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINA E � 11 _: ' '_,�,: :, _ , � :: ��:.:�....�;:��!��:::__] .1.11,�I I.-�:: I� �_�_:: �__�:_:,��1:1.7:: :Ie:�� .-I I I 1 . � � -�I I . .....__ __ , _�.... TION MANUAL) SYSTEM, :1�-,�-':- -1: � -11 I 111 ( ) WOOD SlYRD (PER INSTALLA %.....1,� I � 1. , _�, I .�::, ,,:.:,,:�,�''. _4-:':�:: :�:_: I I"I'll.. I .-11 I I I - � 11 111:17.1 , - I.::,� . :,,1111...I "I'll . 1-11-1 1-11 1111- 11-1 _::::::::,��:...�, :_,':... I I,�.... I 111:1 .111-1 , - - . 1-1-111 -0, __:, ,_ I � - I 1 ": , .. 11-11 I - - - . .- .-- - .- -- -, - __ __ - -_ - __ - - SAND BED AREA PROVIDED = 476 SF ,4�, -....:, :, , ::� :�:_ - , : I 111''._ ___ 111 1 .1111.1 . I I . I . I . I 1�411:111,1,;; �11 1:v::_:1::::::':_:11 .11 11- -_ -_-_ I - 11 - , - I '!;�� ; "i!!� I I � I I - -_ - _ - - -_ _ -_ - - - __ - 11 :�:, I..".], __;...:�: I I ..�� 11-11R.. I 11 � I 111111- ,:: ': -11 I I I AES PIPE LENGTH REQUIRED = SYSTEM MATERIAL SPECIFICATIONS q, - �:, ��: .111�: '_,: _:,]:, :,;'':�_:�, , ,: 11 G-.Wm_ - I 11;�_:7: , ��. : �:": - 111:1- —PROP. 111 1-1- - ,:.. LOW VEN SEE' DETAIL, . "I'll,�- ., �: :.,:::!:;;�,� :: _: :_ 11 __ I I I : ��__._:I:, I , ::..":.: � I I /. I . I I I . I . . I . 50 LFIBEDROOM x 4--BEDROOMS = 200 LF ABSORPTION AREA FILL MATERIAL �: , :4,4,�, --��:,;:�.... ,:4,I _�_ � I � _, I : 11 - I . 11: ::�:,___�:�::::_ : ,�,'_�:_:��; '_.,�,::�::� :_."�:. I . I ::': , .: 1�� , I . I I I � . I I . ��,:; I I -11-� I'l-1:1 - I . . - I MATERIAL TO BE AS SPECIFIED IN "ABSORPTION AREA FILL MATERIAL NOTES." I I .11.1-� �I'll. I ,, 11-I'll"I 11 1, -,,,,��i -.: . '---_ _ I I . I . I I . � I . ...�:i�l _: .1 ,:; I I I :,,_�,i,_ . :, I�11.14,�1, I "I'll 1. I 1?. I , I I I I I I . . I I I I . . I I -.---, I . I I AES PIPE LENGTH PROVIDED = 250 LF il 11 :.�,::�'.� _.; .�-:,''i"C' ,�_:�:: - I I I . � . 11 . I . . . 1 . � I . I �....::qi:�]i 11 "': ,__- � :,� .1.-1:,�, I . I --- EFFLUENT SEWER PIPE 1: I 1%,_:� 11�11� , , -- , . - I 11'. 11.1'.. _,::,:4_ I I JZ_�� aft,no am , � , I I I � I . . . . 11 ___�_ � . . . . � . . � 11......11 , � ': _:::�: 1_4 . -...:11 I I ....- ....... , _:��-_��_ * --1- :;� I I I I I _r. � � . 1 I � . I . ------- INSTALL (10) LATERALS 0 25 LF IN 17'x28' SAND BED PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC, INSTALL MTH 1/8" PER FOOT MINIMUM SLOPE. I I--I-' --::I.. - 1 :.:,�''��_�,:�, , .11:1.:�:� ,I I 11 11 I � I 11::1:= -:, __ .: .... .......;:,:��._......�i:�� _,:,.� . I � . I . - I � I I I 1.-�-11: - .. ::: �:1:_;�:, , :� . _::': I I . __ - No am ____ � POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY .1 ,_..:...�,i:;�::�::I�:. - - I . . ,ft. I I � I I * :_:,;._' _ .,�;,:.�,_ �__, 11.1- I I I . . � . I I I I � /. . . I -----------_ HOUSE SEWER PIPE 11: : ......::�:�:�': , : :�....__�.- - 1.1 -, , ,_,_ ," ,:i%::: I -_ � � I . I I . . I I I I . I.,=.:1-....... .... �......:._::� :1�1..,�: =�'. - �.... I , . I I I I . , - . I . am aft. I I _---_ , . � . , , PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC, INSTALL WITH 114" PER FOOT MINIMUM SLOPE. �__::�........ :__ .__� _:_ _._:�.....__ . 1.....F-:4 I � I . . I I � . 1 . . I . � I . . I . I I � . 1 I . �: '' "''- ::;_ .. , ,; 1:7--l-.1.1 It � I I � � :_,_-,'�'L, - , 11 ,i:: �,..:::,:,::�_:,-�,, f:_,v4i:�:: '.:,.;;:�:��...:��:��:�:�:.;�:,.�.,�:,::,;::,��,�� I]:!"::.". I I . � I I . � . ft ft. . , , , - ' ' I , �__.:.,= -,,, ��. 1.::�:,_ ....��::: __. � � I . � I I I 11 . I STABILIZATION FABRIC ,..�::� 1:1,�:�:�_ 1.1.1--.1-1111 , -.....:_' 11 ,,:',�,: ," - .1, 1..::.,.: 11�:�:,:::L. �� .......":.H=��::�:�i.,�Fz:.........:�': ,::....�......:.:;,Fv�� . � . � I . . I If , I . . I .. . . 1 . I I I � . . . . I . � I _::: �...I-ei-:4.... ........�........�:::f;. --ill...'',-,";'__ �:::�,:_._,�,,::::: � o I I I . . . I . I . I -PROP. 8-HOLE DISTRIBUTION BOX WTH STABILIZATION FABRIC TO BE WOVEN GEOTEXPLE WITH POLYPROPYLENE YARNS, THRACE LINO G7T-300 OR "�: _,_ , .. '" ' I : !� ,,:,;...::��... ....:��; __,:��_...: �::::_,,:11�I � I I I � . . . I I . . 1 I I :::!�:I...,�.]:::::��,;��.:�i�":��:;;�,,,.:��:�::�",.. _;,,�I�._.: 11...1:1�:: ( I . I I I /I � �� I I I I I MC-RATED CAST IRON COVER. 1.11, 11 :,:_�:�14�::..�::. ::.:�:::.�:��::::�:,::�:;:,:;�, :� I I . . I I . I I � � . I I I � IRA EQUIVALENT. .dT.1: ...._::,: .:��_L,J.'_=X��:;......_L,,. � . .4...:::: I � . � � � � . 1 1 11 ' ' I . . . I SYSTEM SAND GRADATION ::_:;�:,:: _::�: � ,:��....�_.....,, ::,��:::,�:......,.::,;,::_�__��:F:,.. . I 1-1-1 I.� .�:_ - " - _ I I . . . � I . I . /I , INSTALL 20 RIGID POLYSTYRENE INSULATION PRESBY SYSTEM SAND ;::: __::q:.:.:1,�4, �::�*�".,�,::::�,_ ,, ::��,��__�:�: -1-1 =, _1.:,:::: � �:�_��::�:�.:�:�:�:,� �..........:: , , I I I I � � . I . I . 11 � � I . - I - I ...�........� , --- -33 (SEE DESIGN AND : I I.-:i�,:,:.,.....__ �. , -1--l-, I I "Ill., 1:, I —_ :_:.,- .� 11 - �.::.;:!::: �...,_... I . I � . . I I . 1 . � . . . I BOARD OVER DISTRIBU77ON BOX. SYSTEM SAND To BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C .11, ..__1. :' ,�,;,:! -,z:� 4....::::,.::.::�:.::...i:�,�::�;;��.�11....�:!�::: 11�.' . I I . � I � . I �j PERCENT PASSING 111:71:1: 1 1::... -__- � __: . I I � � 1 . . I SIEVE �. _11. -.1� 1:. I - I . I I � � . � I I � I I I . 1 . � . . . INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) 111-1- ,:: ::::�......._-_ L, �:!!: I . I I � ,,_ , J��,, ::� .:i� 1.1-1- . . I I if I . . I I . I � I , 11 � . I � . ___ ,,,:�,��:�:��,:��.,��,.:,.,.�,��:',�,,�....:.;:;,n1:..�'_ :.::,: -:,:oil,I'11-1 , --I� . I I I I :,�� :�,:,;.�� . I I I I : �.....: 1. .1 - ..1.F::;: ,:::.:1!:� I .. I I . � I I I -�, -- �: :��.:,..::,.�;:::� .... , :�'� . . . I I I I I I I , . I � I I � I I I � I . I I . . 1 318" (9.5-mm) 100% TOPSOIL 141111 1.1-1-1. , 11...I ,: ,= ....... I I . . � I I . I I �_:::�� 1:..._:�:::.::_, z��, .1..... _� :.:_ 'I; I . � . /I I � . . I I � ......;;, `....-�...,,: : ::!=, _:,�:, I I I . � I � _;:,� �__.::::,:, _:��'��_ ., 11-11_ - I ,::;u::: _�_:.:::��;:�.....::!:�`�:, __:.;, ___ .11 . . I . I I I I I 111 , , , - PLACE 4" MINIMUM TOPSOIL OVER EN77RE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. �r=____,...� ., - rlol ]F �, ,._,,:�:�:��:......:.:: __ I I I I I . . I � � No. 4 (4.75-mm) 95-1007. 1.11....�p 1.11.11.1 111-:111,"",,'i'::��:...�. :_q :_........., ,--, 1.1, . , , . . . � I � I . . . I I . � � I � I . . . 1 . I I . I . I . __ � . .1 -i;�;1�11,.; ......, -.:..::I I I I.I I .�I� .I ..I..I .. I . . . I . � . I I I � I I I I . . - ,�:::: I o*:_._d.:, :� ':1:1,11 . -,:_::I I I I I I I I . . . I I . I - - �. � ; I ......::::::::.'',.''.":"�',,�.��", : 11 �:;;;:::__I * ,_ � ,.:��.�_ . I I -mm) ;a C4 Cl) " .,�:,:� I :n ��.:,, _�,�.....4 .....:Fbv:,_.:._��:: /I 11 . . . � , _________,� , No� 8 (2.36 1 , . _�.:. __A�.... F........ " I . . . . . . . I � . . I I I I I . . I I — . — CD U1 = " ,:::� : � �............- I ::.�:� ...... �...=!.:7: .11, ....-I.-I�I . I I . I . . . I I . I I . I I I . I . 1 I � � . ��, � ,-,�i :_ ::i=': -...:, � . I I � /I No. 16 (1.18-mm) 50-85% tn. Co M P I ,,,,,, - :�_ _:�, 11_�,:�::!�i::::: :::� �: � :, I � � 1 . I.:�::: I .1-1-11- � � _:�::F:n: I . .. I I � . . . I "N I'll..:.::_�:��::, I I -1-11.I I�...�:19 :�_�.,,�_� � I I � I --PROP. PRESBY ABSORP71ON SYSTEM, — 11:.': .11.11.:�, �;� :� ::F _ ,,,"" .1 I I I I I I � I I I __ " 11 I'll— :::_ I ��,:�:_.........�.....: :::::�,; " ,�,.��e:l . � . I I I � I I . /I � I I . I I I I . I I I I . I � I . )) LATERALS 0 25 LF EACH IN No. 30 (600-mm) 25-60% 0- 0 Q " n::: . -, '_, : 1-11-11-1-11 . I .L; ,.� __11_1 11 �_:.�::�:, -.11 I . , , . I 11 I I . 11 . I I I . . I I I I (Ic CD 0 .1.111-1111 I � �,�:, I .�:: :'_'_.:�:,]:�._� � � I I I I I . I I I . I -I.:�� . �10�;": ,:;;.....1.1-1 ;:,,:.:�'n- �' I � , � . I . I I I . . � � I - __ '...".r.-�:�:,, I 'I I ___ � 17'x28' PRESBY SAND BED :3 < -a : ...._� _._ 1.1-:11 "o'-, - :.....:..; . ......:: � I � . . . I . I.I � . 5-30% cz , ::��:�_:�;:_:,:, _::,,�::�.._;.:� .Q�...............:,;�:, .111, I - . I No. 50 (300-yrn) 0 � 11 1-1111.- , 11-I 11 :1 1:1.�:1 I ;.,:�:� I � . . I I I � I I I . I .1-1111- 1::: 11:J(::14-,.: - I . I . . . . � I . I . � I I I I . . I I � I I — -n -4 CF) I I—- : , ,��:�...... I-1-1: .-__ CD 11 � , � E I I., �: , -.....� __� I 11 . :::i�]_::I � I-- 11-...11 ,.. :_ ]�� .�!��!::: I I . / - , , ::, 1.��i:::;;:::.,.::,.�:�,:::��,i ._'_...... 28' LONG I . . I I I --pm) 0-10% 0_ (D M I ::::��,� ..... �!:��:�:� _::_:;::::: :�,�,:�! �, I I No. 100 (150 I .1. I � � � I I I I . I , * _____ , - ,, .111d�:,� ;"��,:".-:.,:� �::::�!jr...�.�"::�,,�::�:,:�:�:,;�":�,�:��::, . I /'# . . . . I � I . . I � I � . , , , - 14 u,,, Cn W to -.1,11 I .. ... V. . i - I � 11�11 � . . I I 11 . I 1 . jo 1-1 ""I' ll, 71 ,�* 1411)NI "(O _ "I'll", FAF,,, I�: � :::: I I . . . , . . 1 -27 / " "I'' . ��:: � � 11, � I I ......:__�- TOWN OF(��),(,��E�,��,��,",'AIRt,��R'Y I %,u (D �,__::�_ ,,- `��':: ; :; I � . I I . PROP. EFFLUENT SEWER No. 200 (75-mm) I 0 � (MUST BE OBTAINED t 11711: �:I: -, 1-111 1, _; -...�....::r,�,� � I I I � . I I . I � I 11 I I � BY WASHING) . , 'O , - __.. . � I I I I I . .1 , I _q, , . . , �, � , 1 .1. --I.. 11 I I... ......:,:::, � I � 11 I I . . . I . I I . I I 1 . I , """, 11 1, - ,o 1: _ - _�:I: ��:�:!:::::.�_,::: I I . . 1 . � I I I � . I BU�LMNG DEPARTMENT _j, , 11 , ,y,�� _,i�",� at 1 15 '...7: I I I � — ,� , , �I , 1�1 "': ;0 go , � _q:........-, . I ", , 1,��11 I i�I,,,, , � . - ,...�.:. , , I . . 1 — �_,� " I ,,, ,I�; - __ � , .�� ..::,.:. /I . I . . . � . � I . I ,11 I- '! J �), 0 CL C .. - p � ".- I I'll.:�:�::_:_:_::._�,� . � ;d,,,x"�(XAArTqf(,�4(1 emrrqr�Egjor,�,c0il)�A,'Ir�ce . 1," PHIJ 11 - .:_,:,: �_,;_, - �,,:.:q � . I � . . . � - . . 11 I I � Base , ", "" jj",�11"I'll, I'll, , , b,' _::1: * : :,......;I _::ill'.:: � I 11 I . . . I . � I . . . 11 I . CONTRACTOR SHALL SUBMIT SIEVE ANALMS TO ENGINEER FOR - 'i," 'H 4, �,�,[�,,��J�, J,�,,',',) -A,"" 11. I ......, ,- ::: '1:_:::t . . I I I . o I . . I .... � , 11 I 1.111-1 -Er"': :i 1-111-1 I 11.11,_.:�; . . I I � � I . . � I I ./ if wftfi our coarnwits shiln nci�bq,�,cvlc I I - I,, ,,`�01 3 T1 ....:�:: ,. _�_� , I :,�::. I I I APPROVAL. PRIOR TO PLACEMENT OF SYSTEM SAND, rfued ws ,, �'I ,,,,��,�kj,1, > M �, , I 11 :� _�'. a 1 . � I . I . . I � I 11 I . . I I . � , :�:�!: �.;.; � ,� ...O.": . � � . I . I � 1 . I :��: , io� _::::�, ", I 1, �1,1" 11--I I f , 11:11 "I �1� I I� .- d,�,��,)(�,,(�,�if'i�:��ill�ons ve �ir�, ,,,,,,," ,IJ :, ::�',(N """� ��"Y",�� ,',,,',�,� ,"Ai I ,, �+ 111-111-- 11-10,11 11-1-11-1 11 : � I I I . . � . �, `�N)' = CA - :7 �11 I ..��:��::::,::,.",�,�::�::�:::: I I I . I . . . , . . I I . . I I . I I 1111 Mr 11"',�,i,""',"',�",I,,"," "'O"� (" 'N,j3V �, ' -Y��(,,:', 'N�/T,j I �...:::,::::, " . . . 1 I I . � I . � I .. I I i � )�,, 11...J�( �t:"'� :S, = M .::_ _.,: :�:��'__ �:__ . . � ��Wluatir��; #�,��,, pqj,11113 &I , 3�11' .I..�I I I:I , ,��4 : � . � I j I . .. � � . I�.. . 1 . 1 LIMIT OF PROPOSED 17'x28' fuh cm pi'm 30 1011 thr,,� c'NAkling Codes (,,�,f 3() �,,j,,(� �,,j�' CD �::::::��:,:::::�:�_'�::,: - _F...:, I � I I � � . I I I . . � . , ,W Y �(stale, I , 11 �-1 ...� � @ -0 , � _____ , . . I I . - ,:,:.:r....�.;.-� I I.1 1., -,.....i��1111.,, �:::,��:.:::,�:,i:,_::: : I I I I . I I � I � . I I I . I � I PRESBY SAND ABSORP17ON BED ,:�;;�!= ��11_17 _,:��:":_:_:��: I . I I I I I I 11 'a , hW# , , "'! . ......' ' I'll'', i I I I . ,, C", I, k",cl'�,�j�,, - __:..... I " . I I I a 11), �� 1,�'� I � ., _:: :�::�:11 I =:I .1._. �.:�......�_,��!��i,.__',' . � I � I I . � . � f1l"J""I'v",...1";�"'�,,,"�'�""'�l""(""', "' I _ r -....�....11._,�: :.,,,,,,,., , " I I I I �11� � . � I I � . I I . . I . � � . . . � I . . . . 11 _% 0 ._:.::.:,�`� :�i� _;:,::1!:::::: : I I . I I � . 6 :,:: 1111 I I I . � f, � . I I . I . � . 11 0 � :....::::�::;:;:!:��:�:!:,:::.�:::,.:.::,� : :.,:,��,�,:.,�,�.11.1."::�1.1�I I � I . . . � I I � . . . I � � . _& ,:::.i:��:i:.....� -�. ',,_:r:::::: :�,....._: I � I . . I , ,.� �,:;;i:: :,::4. :::_,�:��: I . .11 I I . , � . I I I = ,_ - 03 I . . �� 11-1- '-7;: �, �'. _ � . I . 1 'k . -1--l-2 1 _1:_::::�i:::. , . . � . r I I ]I, - . PROP� 4" PVC HIGH N �;::.:: , r�l','�l,:,::,,�:::�:,::,,:,,,,.,,�l:,".::,,:;.,:;::'�rI I . . � � I I . � I I I I:::: 1. ,� :1...1! I ....... ,'r---.1. . . . . � I I � . . I . ,�=!]! �,%_.,:.. � I . I I . � to ,:, , -.1-1--l''. I . I I I � I 1.:�:::::;:,:i ' !�:�:�� . 1 . . . 1 . � 11 � I . .. I I � 1 . I . . "I"C)IN' 'N OF Q(J`EENSBL,JRY' I __:;:�;:,� I �. I 1-11.1 I . � �:::,:! I'�::::�:.;:��:,:,�.:�,.��::,:-,�"",:.:.��,::��i,�i�:�::::,:.::.�:: 1-1 � � I . VENT PIPE -----.---,.--- 1-1-1, 111�1::..I.."�,,� 1,_............ I _�::,-.1'':1 I I I � . . . . . . � . . . I �,_� - . -1--_::�::%!7 - , ,:�:_:�': �.:.�:��!�,�:":,:.,.,.",�,��,:�,:��::,.::�:,:�,�!��,:�:::, =�_;:: :_I;i:�::��::: . � � I I . . . . I . / � . � I ,��.-III-11-1.�"..-.,..'�1.1--�-"��.� I " 1 -.1.11.1'. . , :1- I.-1-1- I�..�...:".111 I d 1V I I . . 1 . I � . � � I BUILDING & (......(`)DIE��(......�A)E:Ap["' Q . . - - �::��..,�,�,:.,:�:r:��..,,,,,,,.,:::�:::::� . . . I � � I � t , . . . . I 1 . . , �, � I - -1 - -, � . -1 ...;.::7-. ....:,.�:�. ......... . E. C E 0 W r=_1 . :::: ...:,:::::,::, I 1 . 11 ri _a 17:.:...:,:,��:�z��.,:::,.�::,::.:�,��,,�;,:��-�..,...'�-,�i 4 , � ' ' I � � � I /I � . I F""" I ... ! �: 1.1111, to :�:��..... ,�.- _:�...�V:: .�.....__ : . . I I � I � . I I..... I�I I PROP. 1,250 GALLON PRECAST ['�.......4_____"._'..............---"-.,,. �� 11'1�1111 1111___,11. " , _:� . . -.....:i:,i:,*_ :�",::i:i�:.z. :�:o::::, 11 1,� � . � 11111-...I......I i:�i� , :� � � I � . I I I � I I � I :::_q:m, ��11_!:::.. ......:..:��:o��....�...�..�,'��,��.,."��'��..::�l:- _�:. , - ., 11 . I � . I . � I ....�:,:�:��; � , ":.:"..�:��:�:�,��..!,;�:.��:� I . I I . I I I I /I I CONCRETE TRAFFIC-RATED SEP77C TAW I'll 11111at, K'111-11111..........._.__.___1....._ 1, I....,11 -.1- �� :��....__��:�:...........�'i:� - � _'-:�:� � I I 11.........� - 1-1-::, _1 I I . I ::� :,:.....1:1 :.� _�::: :� �� :_ I I'l I I I ' ll I � . . . � 1 . � 1 .' I � � 11 I -----—-------I � �:;:.::�,� I _�.: .........� :,:..:,.. I I � . . . . I .i ' 11111111 .:::�:: :,::,::�............,.%j_,:....... ;i,!�::::.:��:� I I . I I . . I . . I I . � I � I # . , r . . . I ,� F'11,,,,.E COP),,, Revie'10.... ...i E3`jo",',� 6A,�> � __;�i: _:: H,� I I I I� � , , � I I I I � , 11 `1 11 I I 111 � .�. : � I I I � . Date�,, 1_M!L!1`_"`.tj_._2_T1.!11j_"_._ - 11 , - :�::::�.�_: �, ,_ � . :: 1.,� :,]:i_,:� __�:��:-:,:�...:�.,,::, � I . I . ,-- ---__ . I I . .11--l- Z;:,1. -1- ...:=:�::� / I 11 I I ----TOWN F-OUEENSB _-, - � 11-11 I -�,�,I.:_ _::.111:1� I I 1 7_.____ 1 r I I --l-,__I I _1_11_______ ___1_____ 1_____1__11-1 I I I -----111......_ I - I I _______________ __ I 11-11-------_---_--- 11 I _1.____________11 11 URY-- I—: 11-111 1 - '�"_ _�.......... I . I � I I _L - - - . . . 11 � � . I'll - I_,________-__--____�I I I- _ .1_________ - I I _11-1----1-11 11 . I_ _1 1- 11. 1 , I . 11 : I 1 . _ - 1______.________ - - TAX MA # , ING&CODES . : .� - ---__ ____------- ,- I 1:1 -_� I, 11-1-----.1-I- -------------- I I I -_______.____ . � , ' I I =.1 1=_ ::I-- . . 1 , I I - - -1 __ --- ===1---------====k=� :: -0:1 , , ' 'Ill.,.... ___/ 4ft 00-Aw--ft 4ft ___________1_ --- .- I 1- . . I I P �224 29 - -11 __1_____1__ M I 1. 11 _,__��::::,::_�:�...��_:�� -- 11 I -11-1 -1-11.11------- I I -I-------- 1111: _,:,::�,:�� ....... _��7: 1 . 1 . I I aft BW aft �Wi I � . I I , . , ,� r I I — 11.11_ :�:� �!,::::��.� :.��:.,�,111,�,.�.�. I I / . 1 I I I � . . I 1,,!:1_ ......'Irl ,., __ 1 . I , I I -Nat ft . . I I � I . I �j I I :,,,::::;::�; ,� .....� ,_::111.111:7111 . I I f ft ,ftaw , � � . I I _.______________________ ----------------- ........,,:: ,...... �_:::!��7,:,:� � : �,� 1-1- ��/ Lil-, I � � . I � ve I I -....:__ I ' ll , :_:_ .1".. '��,�,�",":".�,�:,;.��.�;.:�: I I I � I I I _____1 I I Dim _;,�::,,� ... ........:::::�, I I t , 1 . 11 " ft � :�� ]��. - _�,;_: � I � i rm ..��_- I Safely. �..� :1::_:1 :....]::�:��:,��,,�,,:�::�:::�,,�,:"�....: ��,��_11111.11. � � 17' WIDE I . . � I � 11 - FM --. FM ____ r�' I-�:.:::: , I. . I I I I I 91 � I I I r I I I I I � I I I 9 I ----"----------------,----------,--------- -:11-1 :��::�,�_;��,,��__�:::i ��,_,. . ,�/ I . � ewFffork _r �, I I I W-11 � I I I I � , ,::!:: 11 - I z f , _7_____ � 1 1 I N _..:�,,� I...41..... ....._ , , ,� I . . I . 1 1_w_ I FM _____ I : _____ ..........,."'4",__ ��. 11 1� I . i � 1 . I . 1 . I :,:i:, I::, ,:___......._:........," �- `I I,, ,1, , � I I I I --ft.- PN ____ Fm Call Before You Dig __ _____________.________-- � _� ir I I ..'r-11:1. ........:,�". 11 I'—1, I— I I I ,jj L j I . . . . . . I I I � . . The Required Time 11.1.11 - - ,,-: , �� ,, -7--------_. 'i I I . . I M Wait � _111.1711.1. , �, . I -��'�_ I Im __', I . ,:� �:�i�: -.11-- , ", , , I I � . I ____ I :,.,.�.........F�:,_'! .1111....� , CC 1 11 I I . I I I � I I I I : - I��,`_:��, ."',�" . I . I . � . I I I '' : :,,::::: 1-11...',", �...��,��, :Z:� --......I I , .i _,:_ ,��, , , . I I � I E91 Confirm Utility Response 111. ,��, �1, I I . 11 _j ____________________________ I.", -::: �,,::,:.': - I - _ I I I:-__ ::: 1- �::_�I, ,", � , I .- "��,,_�"`,� :17" ---,---' � I . I I . . , 4, �1.,::, _ :�, . I I I I I I I , " ,_e�`,"I'll," I - :,"" ) / __-___.� . . I . . . I . I I I 1:;.:: �"",`",1"_e�"'�`_"',11,11' PM __ MAP REFERENCE: � � , . 11 - � ,::,'�::: ,, , "�', ," IM Respect The Marks _: - :- I I _:, ,;"",�; " '�,'�,,',' " , I � I I I . � . . I I I . . . 11 � . . ��; f:��t��:,_,:_, ,!__z, - , "'' , , '1� ��11 1 3� - BASE INFORMATION FROM "MAP OF LANDS OF GREGG E Dig With Care --.--------------.--_____ ,'' , I , - .�,::_:�,.....:. 111 -1.1-1-1-1 '' , � - , I I I � . 1 � . 1 I � / A4 __ -:1::11:�: �:, _� � 11�1:��'. " �,,,�e I ;,,,, I � - _.:�::, ��;�::�� ,I,"- ,,,,,-, �, "'' I I ." :,� I � � I I � � I I I . . . I I . . I ____ - , , , __ I 1 �, I 1 . 11 I . , I.::::- _��:,, ,, ,",, ,��,�, :�::: , I'�;j - ,'' � .� ,,,,, :� _ , ..", . "' ' ""', ,�:, , "I 11 ,'I �1'1, :�::�, ,: I I I I I . I I . . I . . I . . . . I � 0 .11 . , __ I , , , , , , , , -962-7962 - ,'' , , _�_ I ,� , I I I . F. SHERRY AND JENNIFER J. SHERRY" IN THE TOWN ISSUED FOR PERMIT I :_:4:, �;'_ 1. .!,��:. 1; ,, ,,, _,�,�"","', "�, -I , ;, ��' :�,,��",: , ,I I I�, , , 800 q", ....�:�:;, . :,".__...�:.�":�1 1 !_,!�__ '' _"_ - I 111�,��'e, 1.xl,�:�''_ 1,, I 11 , 1, 1. I � , . _, I�I,,,,, I I . . � I I 11 I I � 11 I I I � . . . I I . . . . I I . . . . � __ ---------- ___.. ��:],�:, .,_:H��, :, , _',�,, :�, � �,�,�,�,", , , - - : , 7 RY, WARREN COUNTY, NEW YORK. www.digsafelynewyork.com e , ,�, - � ,,�;�:�::::�; �� , 2� 1,','�;� , , I �___---_:, �t_ - �:"`�;,,��,�_�-;,:�1, � � �,�,� I I I ,� :�',�,_,�'' _:, ,�, �,`��,, �,P :, �, ''' , ��,, , _ . I I I OF QUEENSBU - . Dote �` � , ,,I " " ' ' 11 " ,,,,, " I , I "I, , I 1:�, � - I . � . I I � I I . . I I I PROP. HIGH .: ",.:, � 1 , ,�:��,!�_, ,11 , , �� , , "I I " "'' ,�� '�,"::�,:,,, �:, R e vi s i or i s , , , , � , ��: ,,,�`�� " : ,�', 11 ,� ��,�, I ��,,�,�_,,, , " , I �11 - r, , Im I I �. , I ",�11 _., " , � I � I I � 'VENT �:,7, :.�,�::�:� � ,� , , �: , , ��-,,,,�,-/" . ,L_,,W:., , I ,-� ",_ - ,::...:_. , , , " , I I . I I . . . ,� : , , , ,;.:_::,�....�_,_:�:�::�.I ';::,,��,��,:F 11"�;_ 1 ,� I , ,,,, , DATED DECEMBER 15, 2001, PREPARED BY COULTER 11 . ,�,�11_� ��,',11'1,�1� I 1 11�1�� "I zo,,�,'�'!'��r ,�_,,�;�"_�_�f _�,, "� ��, �,`,��!,�.,,`, I ��,,"�,',,�,�, I . 11 � I . � � I — No. ...... "' �_�, , :,�'511��',_ I " I I I - _;:� �._�,:�,�_:��i:�...:�, ." 1,�1`1�1�,"I" , , � . 1��...5�", 1 I I I !"7 �� '1717" I � I I 1, 1, 1,��,,��:,_ , ,�; 1� I "'",""," ,o L-F-_ " I'll ;Z�'�Z'��,' "��,,��,',',�""",�',,,�,,�,,,,�,,,,��, , ,, _7"" I I , ;; ... ��,, "'. I 11 -11, �',�'111�,; -, , "'' '�,`��,,,�, � , �, " � ,,�� 11 :,�:",:�: .�:�:.�;��H �!��;��I,!',`��,,�'��_",I,�,��, , ':��,�� , , , ,;_�,,� ,�, 7 ,�,.;�:,:", , '' � _W,! "I I , , �, , , �,�,,:�,�,��,� -:��,�� ,�� " & MCCORMACK LICENSED LAND SURVEYORS. � I I , , "',�`, � . I I I I . I . 111--.., ::� �`;'��., ��, -��t ,,;�,'-,',�", _ ,�'':,�,�,,�,,�, ��::,�',,,'�,:�,.",:",""�.�;,�:,�,';�� ,',�,I I I�,�f��,�, . , 1� � " ,��-�:'- ,�,:''; ," � '_� , - "'' :�:,��.�:�,��:�:�:.�*,.��::,��,:��:::�::::;::��:;'! .v:.:]�., �, �',�,:�,,�, I' ll ", ,"" "I" ",!:"��'ll""I","�"I",I - ,� 1, , I , ,; '', 11,,� _X� "i, ��,� "_ ", � �� , - '111 , , '' , ,�, �14��_,�,T�!:",��:� I ;"1 � , e�,�',,,_._ -, "�,'� ''�,��_,',� , ,; �11: , ':....z , �'." , I , ,� , : ,", , ,-: , , ,, ,��, , ;� _I,��', , I , �_ � , , �"` �:c, � I I I , _ ,:' ' :��,��, , , I,,""',��;, ", �, : ��: _ �, .':� � I - ' " , I I ' 'I 11, 11,11�.,��',��,�,,��""�,� ]��:,��" �,��,,-�,��,�,,,��";��',',��,�� "'��,,��" "",.!""�,,,,,,'�,��,, �,,,,,,,,,, , 11-1....- ,.,�,:.o;,�:: �...__ ` -��,, ,' ' ,�,�,�5,i"�,,� �J ,�C�,,","�:�, , , ,"�,:� 1, ��,"_ ., WASTEWATER SYSTEM PLAN------ ------- -- - , 11 ,:_�,c_, ,:_,�,:_ ,"__� "'��,",'�;��,�,,�,��:'',;�,,�I '"' I '' :,��,,,��;� I ��, 1, , ,�I " " ,:��.,.�;Z,:,:......',�� , �� ,,,i: �, :,:::!,],�,�,, � ,�::�";""�,',,��""","', 'i�1,_�:'��-":",,�,!�,:''j,� ��, "' : ''I ;�,,,�,'�" :'""� -,-"",�',',',,,',�', ""lx :I'll,;� 11 "" __ , ' ' �.....:. :"��,,;;�'4i�,, - I � �11'11 " I 0� NE ,,-- I:::� �.....�:��',��:,��::�.,�.�.:::.:�-i�:;��,:::, �,_�!e _',�,,,,`�,,��",�,��, , ,,_:::::::.;: - -- - ��,��,� "', '0 ','�"I,,,,I-,:��,,r ,; ", ,��,��:�,,� ",��4:), �, � ,,�,, ,�_ ',�,�, I-1'';.......�:�.;,:�::'.�_,: �,�:::�� z �� ,','�,,��, '' ��, I I ,� , ': . _;�::�:�::, � , ��,`.',�,� ,, "; , 1, �, "",`�,'�, �,,,�,i�;;��""",,��:�",��"",:� I� __:q::1:,:: _:'��.:��,�,�`, ��,,,<�" ;,�',,,"',,!��,;�'�z�",�,,�,,�, , -, "' -,, , , , :,`�,�:,.,��:.,:�:�::::�,f , 1, ,�','N� I�'��,�"' 1,I , '' : �`,�',`,�` ", ,,,,,,, _ , , � 4 , , x' ", �:�,;, '11-:,", I ': ' ' , ," !4� � prepared for.- - =::�E , ,�,I 11�' �,�!".,�,;"",,�� I__� , � I, 11�� ;,',�'�,�,�,�"', ,'111,V�""'�_� 111 --, . I I � ,,,,, ,; , I ''I -, ��_ .- � .. 11 ��,_�,�"",1, ,'i"!� ��:*1'1'1�,� - 11 I ", ,:1 :1, �' , ,�e 11, 11 's H ...: " , I'll , �!��,��_� '' ,:,,;�_, �"11,e,,�, , ,n, I . I � I . , .,; "" I PNS -1- �': ,,'��,�;��I 1�� ', '� - ��,� �'�,,,�;," �,_'' "�, �� , � 11 � , � ' ,' "'I'l - , � ,, ,�,, ""', " , ,:, <`,,,,'�, ,��'��,�_,; I�'11 � , , , -�,,_ , li�� ,,,,,, ,, ,�� 3:�,<�'1111",`�, ,,�'��,��,��_,� 11 -, ::�:.",.,.�:��i��::::,:::,�.�:,::�i:::: ::::::-�: � �� " ,; , "' ' �__ ��:�� I I— �, 1 WASTEWATER SYSTEM SETBACK ... , 1'1'�;�,,�e",;�� ", , - � ,� 0 , _�X j � � ','� ,� c' ' " , , , ,:..! 1.111111�...:.........____,i. , ��_ ;,,,�_, �_',�',F`_ �,',� _11... :,.��_, "' ' , '' _ , , ,!,� I I - I I � �,, I �,:�, . I . ,� " 5' "; ,,,,� ��,,��'x _�,� , , , �'';, ; 00 1-1-1 ��'. , ,��,�,,� 11111�F�,��:�;, �, � , ,,'�_�,�,'�;�,"`tl'111, , :�":�,`�:�` I . I . . ,o,',_,_ Gregg F. & Jennifer J. Sherry _::�::�'.,�::.�...:�,:,-, �, ,; , ,�-,,'',, ,,,�:�::��-�"",��,,,P��""","��"', ",,�:� , � , -, � I I :' , , ,,,�, '�'�'111:�_,;"" ��` . . I I . I I I �� , ,;",�.,:,,��, `,':f," � 'M , , '�,,��,,��:""""�"!��,,��,:'i,-,i,,,,,'��",��,-i��2 , ��'; I I - I I * �:�::... �,N"�;,,��,�, " : , �;��,��, n, �_ 11 1...I ,� �,��,: ��,�,� .. � � : �,,�,: ,"', � :��___;_ �,:��.]�� __��_�, :,�,�� 11 , ___4,�..... ��,��z-"'�-��,�......,, ", I "�, �� , ��, "', I."," I I I , e ,f: :;�_:_;�:,�.�:.......��',_,::,�,",f;e, " , " �� -�- " , ,, , NXISING I- P SCHEDULE— 0 T_ �: �_ _ , �,i _:,,�� _�, - � ,� ....�,��, ::.__., - __ _'�, ,��, �]!�� "';,""') ,,'�:""�,,_,�,�" �::! _'.�:��:��;� ��;,,��,,,,,,,""��""",��,,,�,,,,,,',', DROOA( - - '__i_:i: , - , �,,,,�,��,:""��',��":�;:""'',��,,, ,a ��,.�, ,�:i�'�� :�'� ,�,,��,,,,,',,,�,,,�,,��,��.�,,�,,,�,,.�,"`�� :�_ - - - ��:,,If�:�.,�� , �,"�l'i�ll",��:��'�:'�,,��;,',,,,�;:�,�-",��,',,,',,,,,,',,'-�,,,�,',,,-�-,/".��,, �,'11'1;;1 1 I�,�>��,,,��', ,,,�',�,,�_�, - , � ,�,'�`,"�,�,,�', , I I � I I 11 I 1. I � I � . 11 1 358 Cleverdale Road � " I - ,�. , I I "", 'I�,�:�,,,,, ,',,, ,,�,,�,,,,,�,,��",�,�",� �_.��:�,,��:�.� " ll,:��,,��""",",:��,",,,""":��,,,��",�,,�"""� " �:: , ! 11 I-" , , - , ,WA_KTjjRNT . - W ,.:,.. , - "" , ��Z�j��_;;: ', . 1�1 __ �_ 11 I' ' ," ,��",-,�,,,,��,�,,�,-,'-,',�i�,',,,�,,�,-,;��, , -�,,,,,��',,',,�,,,,,�,��,��",�""��,,�,�,��,,,,',,',".-��:�,,-,�,,,,:��,,','�,.,� � . I I . � I I . . I � I I I I I I I I , , - �,I , , � , , " -:t::,:,,f::,�_. " : � ,��,`, PROPERTY Uj �:: - �....� OK: :�,,,;;; "'P' ' ,�4 �__],_�,��,� ", ,,�� " "',- , . . I I : ...- �, I I"I'll, "I"",_'11-l"11-11111"'I","I I"'-"-",',,I 11 1'!�,,""11',',,,"I',,"_"',�,�`,_��:�,�,,"�,.',""" _.;�,:- 1:.1 -�_ -I I ,",",,"",", - I � . Town of Queensbury, Warren County, NY � ."I"..,-....I ''I _-, LAKE GEORGE 11111- "I/ , , ,," """ z .;,.::. , I _1-1_z'1,.,._1 1,'I, " I_��,,,, ,'�',,,�",i',' -','1_1�,", '"', __, 11-111- , .,__:!�,��_,,i�:�, �', �', I , I" -, 1""" �, __-,""", - " I I I I I 11 . HOUSE 1.0 11 .- �, �, � 11 " � � , ""- , _-, � �� I . I " ", , - -, , , I :� !: :_ " , �,� ' ,,�,,�",�''"''��,�,�'""',', "6, '', __,"" , , �z""""e",�,'� �' . � I I � I ". --I .. � 1�� , �,� �,��, ,- ,", � _ �_'__, �_ ,,",_,_ , ` -"I'll' � . . 1 I . . 1 . . . 11 �, 1.1-1.1 ......:_,,�,�: .... 1, ��',�,_ ��','' ", � "" , " ''' ' � �, , � ......-, , , - '' ", I I � "I'll ", � I , /I , "11 11 11 li,111110-11, 1:... � . :.:�: _ .!]_�: :" �'�� '.`��'.'��,�,,', �;, " , - "''" _-A , __ , �',A �;��,'.,� ,� . . = : , 'r. - ,� " , , �, - '' , ' ' ,� "'' �, z�� '_",`,% 11 I I I LINE I' ll, 11 ' 'I 'll , .:.:1:_:_,::,, , !� , � � �,�,I,i:�,�", , __' , ,�'_, ,�'' , , �1,1� , " , , ", � _,�!. : _ �,!�,�, �"", � _1 " - __ , 1�,�, I ...i ,7_ _�,;,! 1 :;�: � _� - I SEPTIC TANK - 10, 10, .50f 1 V.16 67 Drawn: JRS I I Checked: GTH i Scale: NOTED Date: 2/11/2019 — DETAILED ABSORPTION FIELD PLAN -— - 1�1 - ABSORPTION FIELD I 10, . 20' 100, A WTIO�N OF' - T EXCEPT BY -Akh, Queensbury, NY 12804 SCALE. 1"=5' A LICENSED PROFESSIONAL ENGINEER IS A . (518) 745-0307 Phone 291418-01—Sl . VIOLATION OF NYS EDUCATION LAW. . Hutchins Engineering EXTENSION TO GRADE WITH TRAFFIC RATED ASPHALT PAVEMENT ASPHALT PAVEMENT CAST IRON MANHOLE COVER, SYRACUSE CASTINGS' 1020 OR EQUAL 4" LOW VENT ATTACHED -- TO VENT MANIFOLD _ PRECAST CONCRETE SCREEN OPENING PRECAST CONCRETE 12 MIN. SUBBASE TRAFFIC-DATED CAST IRON MANHOLE COVER RISER AS REQUIRED 8-HOLE 7f ANSITICIN- a a • p b ° ° ' DISTRIBUTION 30" INSIDE DIAMETER CONCRETE RISER RING BOX 3' a BOW LEVEL WITH TOP FROM FORCEMAIN TO 4'F P9 p a o ° . ° a MIN. SLOPE EL OF OFFSET ADAPTOR 4 PVC 9F 9F -- _INSTALL 2" RIGID POLYSTYRENE INSULATION 3 MIN, FROM SEPTIC 2 118 PER JF'OCT - y - BOARD OVER DISrRIBUrrON COX " TANK INLET -� 4 M911V. TOPSOIL LIQUID LEVEL_ OUTLET 4" PVC EFFLUENT SEWER 1/,499 PER FOOT � BAFFLE--- 99 GEOTEXTILE -- d 16" 2 MiN, FIBER WRAP 299 499 18" MIN. g 1 Ltwl WATERTIGHT SLEEVE- USE SPEED LEVELERS TO ASSURE 2 MIDI. DROP RANDOMLY - � AND SEAL (TYR.) - ALL OUTLETS ARE AT EXACTLY BETWEEN INVERTS ORIENTED � LIQUID DEPTH THE SAME ELEVATION FIBER MAT �SI SLOPE 0" MIN, 9, ADVANCED - / �. 99 4 .PVC .SDR-.35 SOLID HEADER TO ; �� OFFSET .. 60 MAX. PERORATE! AC SORPTION QED P/PIIJG; ENVIRO-SEPTIC ADAPTOR 1/8S8 PER FOOT MIN SLOPE PIPE SYSTF M SAND MINIMUM 2X WIDTH MAXIMUM 4X WIDTH uSEPTIC TANK NOTES ALL UNITS SHALL COMPLY" MTH' THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND ° SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT a 8 1,250 GAL PRECAST CONCRETE SEPTIC TANK TRAFFIC—RATED ALL STRUCTURES SHALL BE' PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL. VENT DETAIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE NTS _ BASE. TRAFFIC-PATED SEPTIC TANK DETAIL SEPTIC TANKS INSTALLED IN TRAFFIC' AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING, N IS ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT, JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFIL.t_ING. - --- ELBOW LEVEL WITH TOP OF OFFSET ADAPTOR GEOTEXTILE FIBER WRAP 2"--4^' LEVEL RANDOMLY ORIENTED FIBER MAT F-_� _ ADVANCED ENVIRO- _- ,-��.._ i F SEPTIC PIPE OFFSET' ADAPTOR LOW VENT, SEE DETAIL --__ 4" MAX INTO FOR GRAVEL SURFACED AREAS,-- -- OFFSET ADAPTOR INSTALL 12" ITEM 2 OR 4 GRAVEL � GEOTEXTILE STABILIZATION---`, GRAVEL SUBBASE BELOW--\ BINDER COURSE ASPHALT— ABOVE STACII...IZATIl3N FABRIC 3' MIN. --� 90` ELBOWEW r(�� /�^{�/ FABRIC" OVER SYSTEM SAND & PAVEMENT PER DETAIL. � PAVEMENT PER DETAIL 3' BEYOND EDGES OF SAND \ _v ._ __m 17' BED WIDTH PLAN i `` wit \ ' � : ,.,. �,,.\.. ",. .R .as+a.`�a` „�, v ,`\ `. , � „ , . �'. , `, `" •`a�a v '`\' a^,wa,� RAISED CONNECTION DETAIL ... ., N TS T777777 , �'P., 6 e«. t/EtdT .°. VENT ", :.r;: YE�17 kt�7 6�EdW1 ; ;;�. F�RdMAR ARtAAARY C Pft1f�RY (y f'rd1r�AR J 1:2 T 9 A b x: :..:......., R LAG LAG C a' LAG G l ACy � LAG io g•a G�d� VENT A, N EN V Y e.4. f'. .r' a: OPENINGS -p• LOW VENT. .: 1Q MIN DISGUISED 2 MIN OVER ADVANCED � I SHRUBS _ V -SEPTIC N EN lR0- EPT PIPE 299 MIN OVER _ TOP OF D-�BOX FINAL GRADE EXISTING GRADE MANIFOLD LOOP BETWEEN 4" PVC VEENT MANIFOLD- ADVANCED E•NVIRO-SEPTIC PIPE (TAP.) - SYSTEM SANUD EXCAVATE 2` OUTSIDE AND 1' BELOW PROPIJSED 3' PRIMARYi LAG TO LOW VENT STACK SYSTEM SAND. FILL. EXCAVATION WITH MIN yap l `"ABSORPTION AREA FILL MATERIAL." SEE SYSTEM MATERIAL SPECIFICATIONS, ABSORPTION FIELD SECTION TRAFFIC RATEDADVANCED - ___ \7;:; TIC - DISTRIBUTION NTS PLACE WASHED -- IPE BOX - PLACE WASHED STONE AROUND STONE AROUND ELBOW VERAL 114"0 HOLES ATLOW POINT OF ELBOW TO DRAIN CONDENSATION. LOW POINT MUST BE ABOVE' SEASONAL NIGH WATER TABLE, REMOTE HIGHILOW VENT DETAIL NTS SKIMMER TABS �- AIR SPACE RIDGES ~ 4" MIN 2-112" BINDER COURSE ASPHALT �.o oa o� 1-1,✓°2" TOP COURSE ASPHALT GEOTEXTILE -\ SCCIM9 1a" MIN u '- _ ___--GRANU1_AR SUBBASE COURSE FABRIC :_ r a C NYSDOT SECTION 304 TYPE 2 r 3 -- _ 77 OR 4 COMPACTED TO 95 ' �.. . STD. PROCTOR COARSE -! - - - EFFLUENT ` -GEOTEXTILE STABILIZATION FABRIC NYSDOT 207.14 FIBERS /\ \'_ 4 r 5118GRADE COMPACTED TO THRACE LINO CTF--,300 OR EQUAL / 907. STANDARD PROCTOR - 810--ACCELERA'T'OR - SLUDGE FABRIC _ ASPHALTEM Lail Before You Dig - it The Required Time ��—.-- NT S �ConfirmUtilityResponse I pest The Marks i With Care _-a__ - ISSUED FOR PERMIT 3/15/2019 "CCEL.ERATO , .aigs f a ne r . Nc>. Pcvis ion,a _ Date ADVANCED ENVIRO-SEPTIC PIPE SECTION 0� NEW DETAIL SHEET NTS Ns � (t prepared for: Greggcc JenniferSherry Uj 358 CleVerdale Road Town f ueen bury, Warren County, y 6761 —S Drawn: JRS Checked: GTH Scale: NOTED Date: 2/11/2019 169 Hoailond Rood ALTERATION OF HIS OCUMENT EXCEPT 9Y Queensberry, NY 12804 A LICENSED PROFESSIONAL ENGINEER IS A ( 18) 745•-0307 Phone VIOLATION OF' NYS EDUCATION LAW. Hutchins Engineerin518) 745--0308 Fox r�.; ... . ..,.,SEE DETAIL. %$ r S U as $3avr mr I( e, fl 0➢ +�. Al PROP. LOW VENT , NEIGHBORING CHURCH t„ , � r 1 ":`, �` p""'. ��r , ✓ fsPend ' r 4r�'�Ii4E "'*.^l, ,,.�„:rl vv k ' A rrit�^'�" {. Pi PROP. PRESBY ABSORPTION SYSTEMCHAPEL" 10 LATERALS ® 25 LF EACH IN LAKESIDE ( ) 17'x28' x28 PRESBY SAND BED M a,. ,.,r v, .,, a h"a ,r t f�^` r pi r!V m Y ✓;; a ,..,k d",f PROP. 7-HOLE DISTRIBUTION BOX WITH � � ,�'� ^ !�r� , �,,, °~ — 1 i'" ` m� �4p�m�� „" ..�'Y, � &&' irtm i, �,„, l Ire r`rl �4 r� �``�r� ri � t� r .✓ a" `"��y yP` TRAFFIC RATED CAST IRON COVER. o ��m INSTALL 2 RIGID POLYSTYRENE INSULATION a y;. , Asti.,,r .„,^ r, ana �, a ;, ,; ,' S86 14 10 E 30.0 �K, cu '; LIMIT OF PROPOSED 17'x28' 1 _ � � i' BOARD OVER DISTRIBU7ION BOX. .� ,. III W I m i PRESBY SAND ABSORPTION BED o NO3 45 50 E PROP. EFFLUENT SEWER h EXISTING GRAVEL DRIVEWAY TO BE _. _ 0 E 139.09 I� ,� S86141 EXCAVATED AND REPAVED AS SHOWN. S �' � , ,, .., ; l!' S PROP. 1250 GALLON PRECAST '" SHED WO SHED lt, �, d w„� , SEE DETAIL ' ,`' ` ,�� CONCRETE TRAFFIC-RATED SEPTIC TANK �,m w _. r `^ �, ry mG. M� ,r"m,✓ h94 1 Qi ! F"i/" 4, r1 Tit " — — — — — WOO—D DOCK PROP. 4 ' PVC HIGH �4 �i�� , 1 9^mri 0., t, I y l z,,pP. ✓ i r.r ) w wry�^VENT PIPE DECK LAKE SG GEORGE EXI I ltll' � 3—BEDROOM (yi I SITE LOCATION RESIDENCE a WOOD DOCK LOCATION MAP ABSORPTION AREA FILL MATERIAL NOTES FM Fjy ZI AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE PRESBY WASTEWATER SYSTEM INSTALLATION NOTES t .., o AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. I FM oiQ CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF IEXIS77NG FORCEMAIN TO REMAIN "ABSORPTION AREA FILL" MATERIAL SHALL BE CAREFULLY SELECTED SAND, SANDY HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND 4114 —FXS,I FM -- __t o LOAM OR SANDY LOAMY GRAVEL WITH IN—PLACE PERCOLATION RATE OF 2-5 CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. -I" '�—EXIS77NG GRINDER PUMP TO REMAIN MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY— APARTMENT :H WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 2590 OF THE MATERIAL BY SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND EXISTING BUILDING SEWER o WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Omm. LESS THAN 15Z OF THE LOCAL REGULATIONS. FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, PRO!? HIGH — MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2" SIEVE. INC. 143 AIRPORT ROAD, WHITEFIELD, NH 03598, PHONE 1-800-473-5298 WWW.PRESBYECO.COM T NT 10' P.L. SETBACK N86"23'30"W 17i57' 14.09' ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED AS SHOWN ON INSTALLER MUST BE TRAINED AND CERTIFIED BY PRESBY ENVIRONMENTAL, INC. EXISTING SEPTIC TANK AND I "ABSORPTION FIELD SECTION" DETAIL ON SHEET S2. DRYWELLS TO BE REMOVED AFTER EXCAVATION OF BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED EXIS7ING ASPHALT DRIVE ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN IN ORDER TO LOOSEN SMEARED SOILS. 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF ABSORPTION BED. NEIGHBORING / PLACEMENT OF PRESBY SYSTEM SAND, PRESBY ADVANCED ENVIRO—SEPTIC® PIPE AND FILTER FABRIC SHALL BE RESIDENCE INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL MATERIAL AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL PRIOR TO TRANSPORTING TO SITE. IN THE PIPE. A PERCOLATION TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORPTION MINIMUM OF 6" OF SYSTEM SAND, WITH LESS THAN 2% PASSING A # 200 SIEVE, REQUIRED AROUND TRENCHES TO VERIFY IN—PLACE PERCOLATION RATE IS IN ACCORDANCE WITH FILL SPECIFICA110NS CIRCUMFERENCE OF ADVANCED ENWRO—SEPTIC PIPES (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE NEIGHBORING SAND AND FILL SPECIFICATIONS) GARAGE & CAMP WASTEWATER SYSTEM PLAN INSTALLER TO PROVIDE SIEVE ANALYSIS FOR PRESBY SYSTEM SAND TO DESIGN ENGINEER PRIOR TO SCALE: 1"=20' WASTEWATER SYSTEM DESIGN TRANSPORTING SAND TO THE SITE. GRAPHIC SCALE 3—BEDROOM RESIDENCE + 1—BEDROOM APARTMENT THE PIPE SHOULD BE LAID LEVEL, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, 10 0 5 10 20 40 4—BEDROOMS TOTAL SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. WATER SAVING FIXTURES (INSTALL IF NECESSARY) ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE ( IN FEET ) (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) DISPOSAL FIELD. DESIGN FLOW — 110 GPD/BEDROOM SYSTEM DESIGN FLOW — 440 GPD DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. SEPTIC TANK — NEW 1250 GAL PRECAST CONCRETE TANK LEACH FIELD — PRESBY ABSORPTION BED THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME SHED DESIGN PERCOLATION RATE = 8-10 MIN/IN WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS GARBAGE GRINDERS. ROOD SAND BED AREA REQUIRED = 471 SF ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SHED (PER INSTALLATION MANUAL) SYSTEM. - - - - - - - - - - - - .- - - - - - - - - - - - - - - - - - - - - - - _ SAND BED AREA PROVIDED = 476 SF )077w-�PROP. LOW VEN EE DETAIL.- AES PIPE LENGTH REQUIRED = SYSTEM MATERIAL SPECIFICATIONS 50 LF/BEDROOM x 4-BEDROOMS = 200 LF ABSORPTION AREA FILL MATERIAL I AES PIPE LENGTH PROVIDED = 250 LF MATERIAL TO BE AS SPECIFIED IN "ABSORPTION AREA FILL MATERIAL NOTES." aft INSTALL (10) LATERALS ® 25 LF IN 17'x28' SAND BED EFFLUENT SEWER PIPE •f POTABLE WATER SUPPLY IS EXISTING LAKE WATER SUPPLY PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE. HOUSE SEWER PIPE a ' aft aft PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. I PROP. 7-HOLE DISTRIBUTION BOX WITH STABILIZATION FABRIC TRAFFIC—RATED CAST IRON COVER. STABILIZATION FABRIC TO BE WOVEN GEOTEXTILE WITH POLYPROPYLENE YARNS, THRACE LINQ GTF-300 OR I / I INSTALL 2 RIGID POLYSTYRENE INSULATION PRESBY SYSTEM SAND GRADATION EQUIVALENT. I I BOARD OVER DISTRIBUTION BOX. SYSTEM SAND I I I SIEVE PERCENT PASSING SYSTEM SAND TO BE WASHED CONCRETE SAND CONFORMING TO NYSDOT ASTM C-33 (SEE DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS) 3/8" (9.5—mm) 100% TOPSOIL I I No. 4 (4.75—mm) 95-10OX PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF. No. 8 (2.36—mm) 80-100% I I I PROP. PRESBY ABSORPTION SYSTEM, No. 16 (1.18—mm) 50-85% (10) LATERALS ® 25 LF EACH IN I I I 17'x28' PRESBY SAND BED No. 30 (600-µm) 25-60� 28' LONG 11 I No. 50 (300-µm) 5-309 RECORD DRAWING NOTE: II I No. 100 (150—µm) 0-10% I I PROP. EFFLUENT SEWER 0-27. (MUST BE OBTAINED A REPRESENTATIVE OF OUR OFFICE VISITED THE II I No. 200 (75-µm) BY WASHING) SITE DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN �i II I CONTRACTOR SHALL SUBMIT SIEVE ANALYSIS TO ENGINEER FOR GENERAL CONFORMANCE WITH THE APPROVED I I LIMIT OF PROPOSED 17'x28' APPROVAL PRIOR TO PLACEMENT OF SYSTEM SAND. PLAN AND THIS RECORD DRAWING. FINAL 1 I PRESBY SAND ABSORP7ION BED SURFACE FINISHING IS ONGOING. G. THOMAS HUTCHINS, P.E. PROP. 4" PVC HIGH 3129119 O VENT PIPE II I Received 3/29/2019 I► II I PROP. 1,250 GALLON PRECAST II I CONCRETE TRAFFIC-RATED SEPTIC TANK II I " " • I TAX MAP #226. 12-1-66 1 T WIDE I � "� Dig FSafely, I _ New ®York FM -- PM — FM..—..... —_.._ FM ---___- _ FM FM __ EM Call Before You Dig — `� O I -- ---- - - --_j FM El Wait The Required Time FM MAP REFERENCE: M Confirm Utility Response \ FM BASE INFORMATION FROM "MAP OF LANDS OF GREGG ®Dig With Care Respect The Marks 1 RECORD DRAWING 3/29/2019 110I F. SHERRY AND JENNIFER J. SHERRY," IN THE TOWN 800-962■7962 0 OF QUEENSBURY, WARREN COUNTY, NEW YORK. www.digsafelynewyork.com I DATED DECEMBER 15, 2001. PREPARED BY COULTER l o �Z e v i�i o n s Da to c & MCCORMACK LICENSED LAND SURVEYORS. e I � WASTEWATER SYSTEM PLAN WASTEWATER SYSTEM SETBACK prepared for: I EXISTING 1-BEDROOM SCHEDULE Gregg F. & Jennifer J. Sherry I APARTMENT 358 Cleverdale Road PROPERTY HOUSE LAKE GEORGE Town of Queensbury, Warren County, NY LINE DETAILED ABSORPTION FIELD PLAN SEPTIC TANK 10, 10, 50' Drawn: FRS Checked: GTH Scale NOTED Date: 2/11/2019 SCALE: 1"=5' ABSORPTION FIELD 10' 20' 100' Ahl 169 Haviland Road ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 2�� n_0�_�� A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone jj VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fax