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SEP-0770-2023 SEPTIC DISPOSAL PERMIT Office Use Only isr..n APPLICATION Permit#:SE?— O-k-VE: - 20Z- Town of Queensbury Permit Fee:$ - Invoice#: (cRaO 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Septic Variance.0 Flood Zone? t� Wetlands?t11(.302 � Reviewed By:c _ 1"--) Project Location: 15 Rocky Shore Road Tax Map#: 239.15-1-2 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) ❑ Q 1981-1991 130 Spa or Hot Tub Yes No 1992-Present 110 6 110 660 Installed? (choose one) ❑ 0 PARCEL INFORMATION: , Topography ❑ Flat Rolling Steep Slope 10+i- % Slope Soil Nature * Sand ❑ Loam ❑ Clay * Other, explain: boulders Groundwater At what depth? 22" Bedrock/Impervious material At what depth? >32" Domestic Water Supply ❑ Municipal ❑ Well *Lake (if well or lake, water supply from any septic system absorption is ft.) Percolation Test Rate: 1-5 per minute per inch (test to be completed by a licensed engineer/architect) PROPOSED SYSTEM INFORMATION: Tank size (2)1,000 gallons (min. size 1,000 gallons, add 250 gallons for each garbage cylinder or spa/hot tub two 1,000 gallon precast concrete septic tanks in series 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 35' absorption bed (mound configuration) • 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): James and Diane Fuhrer Mailing Address, C/ ►5 c,he,s11-4 Sffl-L k-lb ecAmIl End'ay\ , kki rP63s Cell Phone: Land Line: Email: • Primary Owner(s): Name(s): Same as applicants Mailing Address, C/S/Z: Cell Phone: Land Line: Email: ❑ Check if all work will be performed by property owner only • Contractor: Contact Name(s): TBD Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: **Workers' Comp documentation must be submitted with this application** • Engineer(s): Name(s): Hutchins Engineering PLLC Mailing Address, C/S/Z: 169 Haviland Road Queensbury, NY 12804 Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.com Contact Person for Compliance in regards to this project: Tom Hutchins, P.E. Cell Phone: Land Line: 518-745-0307 Email: thutchins@hutchinsengineering.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: G homas Hutchins, P.E.- AGENT .. SIGNATURE: _ - ` lit �14 ' ' r CD L. DATE: 12/04/2023 Septic Application Revised July 2022 • • Ow ,� If QEEtVSBi,IRY 742 Bmj Road, Queensbury,NY. 12804-5902 Septic System Checklist • �'�'LPlan to scale It Received Deep hole perc test results from engineer/Architect if applicable(T own Ie(T wn Approved Engineers and Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects) ' -ib All wells on property and adjacent properties shown ��� —4 1 Water line shown Municipal or well 10'separation to any part of system . . . • Yt Setback to property lines show 10'or more for any part of system -fc ft'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 topof septic tank for 0',Separation required(field verification required) p . • /4 Septic tank sized for number of bedrooms and add 250 gals for Jacuzzi tubs/garbage grinder each /0 Leech Field 20'from foundation 100'from any well 10'from water line NIA Seepage pit 150'from well 50'from septic tank • N`-Seepage Pits 3-times diameter apart Y„451 Septic tank and pump stations over 30 gallons 50'from watercourse or wetland distance from bottom of trench or system 24"to bedrock or mottli 36" hin 1000'of Lake George - Y*Leech field 100'from watercourse or wetland ( �, r)Toe of mound or bottom of retaining wall.10'from property line 100'from well 20'from Foundation /4 Provide'Engineer/Architect stamp for bed or design systems N/A—Department of Health Approval for all mobile home park new systems Flood Plain requirements Ab 2'above established flood elevation to bottom of system /O All tanks anchored or 2'above flood elevation "rYxqP , J,w.� q3 2 4 $� \ I I k1,",I,'. I �:::�:��'�:� � L­I.\.,I\—— � ,K�,1�G-\,1�,,I�E I E"�--;�O L` a_*T_I_r__��1.1."11...G_:7_ *EI _:_�::�\,__1-�1.',�--. -.�—,��\:�.,...­­ -\--*/�\�_�"�_"\1�1.�,,-_\,\\\II\1 II,1.�",%`I­,\"-\t"�A't\4.\I WASTEWATER SYSTEM DESIGN y � I'.. �\,I,.-,".,I-I..,"I-'l�Ml.-1-_t.1A.3 0\\\-.IPk I,-.,.,"I_.,'.II I,'"1l',"­:\�,;1�1l1 1,���,,I,-,I',"-,,,�,,",�",",,�,�'""­,"'�,"I�:�,,�_,�"":�1111,I�,�I,'11:-1_-�1,"���,�I1,,i.,,�,�1,,��""-�-I,,�,"�,,,,',�,""�',,"-,��"'",,",",_,,,_,,1.,",I"-,""/�,�,.,��;-,_",f��;";"����I,,,,I,,"�:;,;���I,,�1,-��',I1�,,�',,,,­1�,��x,,,,,Io,,�,,"",-�,;;1,�I,�;�,1.4�',,,�I�����1;;,��,--,,,"�'1­�,,,,"�,,1l",,",',,�'�­:,�",�1:,,I��,,",�,_:."""��l­,�_���"�"�""-'�­"�II�,,,I2,",",,,"�1'�o,",�"?,��',",,:'',,',,"��­1I,,,,����� '1,�,1�`�",1,:'�,�\,,,,�",,`����m,,,,�,,,,�I",­I�-,,�i;,- M } f,, ,��1,�::_�,p,1-"\,�� """,�,"�,,,�1,,�1",��,�1z"I",:1�:"", ,;1�I­�.�i��._..,,w.,�1,',.;,,�.,I1;�I,-'.�;I.:�."1�,­�.�I.;­�<".��..1,I. I'1i 116If W 6-BEDROOM RESIDENCE :, ,, DESIGN FLOW - 110 GPD/BEDROOM p a w � � r ` ,V"'1 1�"�1" ­ I��­II A , �. ,_.. { . SYSTEM DESIGN FLOW - 660 GPD \ K N' �,:= I 11111, -- mow.. • SEPTIC TANKS - PROPOSED TWO- 1,000 GALLON t",-IF�I ..��.1�1 II �' PRECAST CONCRETE � z . €' , ,i' �, I' EIGHBOR�EG PUMP STATION - EXISTING 500 GALLON PUMP STATION SITE SOILS DATA I y s R R SI7pPL LEACH FIELD PIPE-tN-STONE ABSORPTION BEDS TEST PITS n: r 6.7 KE WATE RAISED APPDX. �;` LA EXISTING BUILDING SEWER TO BE � IN MOUND CONFIGURATION TP-1 - 0811812023 BY TOM HUTCHINS, P.E. "� ` s z r �' IS IN ELEVA77ON FROM WITHIN BASEMENT. CUT �'' ,« � �� � a ¢ > " +rat s ',,/ , :: """ AND GROUT NEW PENETRATION IN BLOCK WALL DESIGN PERCOLATION RATE = 1-5 MIN/IN 0-10" - WOOD DUFF ORGANICS FRACTURED T - a,.' / �f � `* " / / �� / , FOR NEW 4 BUILDING SEWER APPLICATION RATE = 0.95 GPD/SF BOULDERS ` ' � T � > '. { 1( W ) . . /�. ,! mow„ P p�v : r,c cr ABSORPTION BED AREA REQUIRED = 695 SF _r f <,; �/ �� 10-32 - MED. BROWN SILTY FS, 50% BOULDER ,,� T '� r �. a , 0s 'r.. .�'� ti INSTALL 20 X35 BED IN GRANULAR FILL MATERIAL. �a,� f P' f t :� h "�. & 3 . ......I +-� NEIGHBORING 1,250 ROOTS ENTIRE DEPTH ° " � .% o POTABLE WATER SUPPLY IS LAKE GEORGE. r; �� GALLON SEPTIC TANK �` • GROUNDWATER @ 22 1„ ., ,. r�l , E � 5t EXISTING SEPTIC TANK AND BUILDING SE R TO BE t w, • . /'� MAINTAIN 1 D BETWEEN WATER SUPPLY LINES _`: . 9 „,'sr r <, ;b ' A " ® ! REMOVED. EXISTING PUMP STATION TO BE INSPECTED ll O PRONTO VERTICAL SEPARATION TO s �„ ,. t AND RE-USED IF CONDITION IS ADEQUATE VERIFY AND ALL WASTEWATER SYSTEM COMPONENTS BOUNDARY CONDITION s; PUMP CONTROLS AND ALARM FUNCTION. / ', " ` > w y 4 4 �* $ P 3 i, ;, ; r. l� 5�aP \ I : ate, � �v 5p PROPOSED EFFLUENT �3 \ SE f '.y; �. NEIGHBORING GRINDER SEWER ,,. �< , � ;; ,.,, ,f-' �"� �,J ' PUMP ASSEMBLY - t - \ \ 20 I Q: q " �' 1, ', y G DUAL 1000 GL IN \ LANDS N F OF r SITE LOCATION (` A' nA /� \ ` n , u �U- �P K SERIES SEPTIC TANKS MARY CAROL & DAVID R, WHITE 5 5 5=, L®`�-PATIO ,'rAr t S _ , , t�` , \ 2 5' 2 5'`'�'t0 r ,x to ` ! ,' (' ya \ I ✓ ' ' �' SYSTEM INSTALLATION NOTES r �NpREp n� , EXISTING FORCE MAIN 1 NEIGHBORING RING CONSTRUC110N SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT NEIGHDO t c ` �p0 •5�(6 A TO BE TIED INTO ABSORPTION FIELDS OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND RESIDENCE T '. SUPPLY _ ,-' _ ' ' WATER ! '' CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. LAKE �� 'F AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL l DECK cn , - \ y BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. rn ! �% A ® ! n �K ,� \ f' PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF _ FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORPTION TRENCHES. G ' 10 NEIGHBORING 1,000 35 �'` ' THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT \ t -� GALLON PUMP STATION �� �� ✓ : '� SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. t '' NEIGHBORING 500 ° _ ' m GALLON PUMP STATION ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE asPHa�T ROCKY DISPOSAL FIELD. PAVEMENT 4 PERFORATED PVC I \ SHORE ROAD~ --- LATERALS INSTALLED p,A o��C ` o \ NEAR LEVEL 1N BED DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. ps " „ o "�'"�E"� CONFIGURATION �' " TEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE o --�' THIS SYS EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE �� F � I GRINDERS. M PROPOSED 1-1 2 HDPE ` SDR-11 FORCEMAW z Z \ LIMIT OF 20'x35' _' ', ', , _ OOF, F TING, G AGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE G STONE BED �` R 00 AR \ .' WASTEWATER SYSTEM. xBpglN ��- i �� \ s NE�Gpv,IVE \ °�° f , . 2 5' SYSTEM MATERIAL SPECIFICATIONS i- , =' ABSORPTION FIELD AGGREGATE \ ..r' ' �� 1 - t S COURT \ LANDS N/F OF STONE IS TO BE 3/4" TO 1-1/2' WASHED CRUSHED STONE. '' ��� x r PROPOSED _,,,,, \ '�'�,�o. ors , ` ' DIAMOND GIRL 72, LLC 4 PVC EFFLUENT SEWER EFFLUENT FILTER �0 z` ; l ' '° PROPOSED D-BOX TRANSITION 1-1 2" FORCEMAIN DISTRIBUTION BOX 'J� _ �,\c r : ^r s,, EFFLUENT FILTER TO HAVE 1/16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT. L o 1 ® F wr'' �, TO 4 OUTSIDE DISTRIBUTION BOX F 0 MINIMU S 0 ` 1 f ® _. » ®®err, / / EFFLUENT SEWER PIPE / F ca. PIPING TO BE 4 SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/8 PER 0 T M L PE. \\ \� —!- — / \ \ �0� o MOUND ABSORPTION BED PLAN FORCEMAIN \ � / ® �Q�� \\ NEIGHBORING 1,250 ` \ ,. / / SCALE;NTS PIPING TO BE 1-1/2" SDR-ti HDPE, PROVIDE POSITIVE DRAWBACK TO PUMP STA770N. FILTER FABRIC u+y GALLON SEPTIC TANK �� / FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARA7ION FABRIC, TENCATE MIRAR 140N OR EQUIVALENT - PROP. 20 x 35 // arm PIPE-IN-STONE ;.�;: HOUSE SEWER PIPE U NEIGHBORING 15 X35 ` ABSORPTION BED EXIS77NG SEEPAGE ,-\�,,�-<�`',�����I I,1I,",�"�,'rV0,,�e�,II ­�,,�'­"1-_1"I,'��,�,',�,�"­��,'I�L,,�,",,II1 L�\ I,1 1.1"1\,,,­I'<1,I,111"I,"";I,1I/ ,,,'��V�';?l�k�,I1`���1\,�,,e�l�,,���"1',�I',"'1,, ��1�,,�,;%,I��,A\,',X�I,,I�_��'Z;I 1��_""�l"1'���I�,,"��1,,:,,I�i1,1"I_�/��Iz,­�:I­11,1,­I'1­\"/W�I',­"_/*_���—/I1-._,'.Z.;,�"I.­-I­�,�"'."J-'/i''c,"1�'�-1/.,-1,.X�__"_1`- ��,',",�,.?.Ez-\.,�'�.,,"�7a,,,,,���",--.�M"'."'"l"F"��,ol_M,I',l�-o-,,,� ,,�-,�-�,,,,:*,-��,,1���x'1��,,��1,����1!�",,," ABSORPTION BED INSTALLED IN PIT TO BE REMOVED PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. %, \ _ STABILIZED FILL, /� / ,-'""zX"u ' SHALLOW TRENCH FILL MATERIAL ��.I­�4",",I-,­7'I�,"I\,"�"��',:,1"-\5.I'"��­I"�,'��I­1I­",§", ?I"I,,,,�,",,,��:��� �\,,1.'��1e 1�1,,1I'I 1111',I�1,,11fI'�1�I11 PI'//",1�',1�.I,1'":1,,�\1:,,'1 1,�._'/1zI,':�1I;.1'�v�,I,I,1��-'1i,I­",11';-�I,1�",- `1-,,,,�I,,1`,,��;;I:1­��,,-,�,::�U-I",�,A",,,_,"",;,"I�'/,r,,PI,"��,'M j,,,l1;�,��,N,,"-1!,',_Q1I�%O:��I I��-k�,I,4 I�11,I'�M-,�,�-,�,IL 1,:,",,/��­,",,1e:�,,,".;"-,"�",.,,,,/,�',Z,,,Q"'"�I/,, "\11'�,,1/f,,�:I"",,,,',�,/,U,1"E.�'�%�­­�"��\;',,,,�",,�I,,_'��1,_,�,�'_,'I�` c�,-��E��,"I��,N,_"�;�,",�,,�N\��,",.I,�,,,.S �,_,z,­�,I"�,"��:"��,, ,_,z_`, "��\ ,'`�,'�,',,,,:,��;�,,i�!"��'",��',,,'"�������"�,­,,'':'�,''",,"'1,�,�'`,',,,'"1�"�,n��,�,"'\�,,,�_�'- ti' B „ S / MATERIAL TO HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SITU SOILS. NO PAR77CLES GREATER THAN 3". r� \ o�.► \ ABOVE EXISTING �% , SEE "SHALLOW TRENCH FILL MATERIAL NOTES." ` ) . � TOPSOIL n 24' MIN. IDTH OF TOP OF SYSTEM FILL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA SEED, MULCH, ESTABLISH TURF AND `A\,a-..x 43' MIN. LENGTH OF BOTTOM OF SYSTEM FILL �q 6 Ufa, h u I i.I a � .�.1.,W�� � ,U "hI T'CF.t \ , ` L w� �\�:� a"�, � � �h w : ,� h �,: .. I1 \ I 12 OF 31 FILTER FABRIC I Y \ , Q> ® WASHED CRUSHED STONE MIRAFI 140N OR EQUAL ,0. 4P / ABSORPTION BED OVER TOP OF STONE , +� P11 �"'�I'„1L P,r�; i I , „M N LANDS NIF OF \ 41 10 MIN. TAPER 20 BED WIDTH 1O' MIN. TAPER �.�rao t °� �� " W 3' TO TOP , 3 TO TOP CHARLES GALES ,► OF TAPER OF TAPER 'm' �p In O „°,.„u, / +� 5' TYP. PIPE 2.5' TYP fl O -/ SPACING 6" MIN. COVER AT 4" TOPSOIL ON ENTIRE FILL AREA, n tD Ul / : / EDGE OF MOUND SEED AND ESTABLISH TURF V �r / ll` 3 10' MAX COVER N® / 1 MAX -�^-"- ,.. �. ..:. .�. ,.,. ..,� �.. .�. ..� -�---:.-..- O O \ i SLOPE .- ; +.- ° �+`+ �»- "'"I Op LAND CD a ',✓ r DIANE H. MATTHEWS TRUSTEE .. . :..:.... ;' L( _, _.. h!! Jlf,: . Cl -. ! ,Chi a _. — PP .. ., .... _.._, r� h"1 Xn k ® 1 I " r=r MIN ABOVE MIN STONE.,. _ ® CIE 12 6 .....<_ ,.,.: .,, .. : , APPROXIMATE NA17t?E GRADE: .. :,. ._ . ., nfik7 C)L11' �,r.. wxk ,,: h.rr O'..'':, r ���wl /,., Jt,, f fl'1 i 3 MIN .. _ �I ti.., ... —c i , EXIST GRADE BELOW PIPE . . . ., ..... , rr r;t tf u,r•t .� I dr : ... .., _,...,. .t`"h if M 6 _ J ,s t PII :..,; tffc _ ,. h, �D �.r�r p / ,.., . d , �. -. ._ ._: �:._ _ _ BOUNDARY CONDITION.AT 22 , ..,: ..�:._ �,:.. _ ;L.� 19c° f '�L I l I C?CCw,w, tf O O . � O _ V j O r �- , � . I N / / i NG ORGANICS & TOP 24" OF NATIVE -18'x35' STONE 4" PERFORATED PVC AREA - MAXIM __ O���.on.�.w., EX STT UM SLOPE 1:3. N \ `' / LANDS NIP OF LOAM TO BE EXCAVATED & REMOVED ABSORPTION BED LATERALS W/MANIFOLDEd ENDS, SYSTEM FILL MATERIAL ALL AROUND / ' JOSHUA'S ROCK CORP PRIOR TO PLACING FILL INSTALLED LEVEL v / ,_l l / TAX MAP # 239. f 5-1-2 "� MOUND ABSORPTION FIELD SECTION Dig Safely. / SCALE:NTS Nevi York \ /-' ®Gail Before You Dig ®Waif The Required Time / SYSTEM IM Confirm Utility Response WASTEWATER SYSTEM PLAN [3 Respect The Marks ®Dig With Care SCALE: 1"=30' 800- 62-7962 0 ISSUED FOR PERMIT 121412023 GRAPHIC SCALE MAP REFERENCE: www.d91;;, ei'i I york.00m N R e V I S I O r1 S D Q t 1. BOUNDARY INFORMATION FROM "MAP OF LANDS NOW OR '�"� 7.5 0 7.5 15 30 60 FORMERLY OF MALCOLM MITCHELL, SITUATE IN LOTS 8 AND 10 � AST WAT R SYSTEM PLAN DETAILS FRENCH MTN. TRACT," IN THE TOWN OF QUEENSBURY, WARREN -ON TTC� 3 ( IN FEET ) COUNTY, NEW YORK. DATED MAY 3, 1960. LAST REVISED �* /< .� prepared for: ,.,�,.,��iI:X­,',__�­­..".�';­�,",.,,z,1�_I1�,1.�­�,,.1"."�_'_I�,�,o­1,�,�,,.":��1�,­,,,],�.,�,'�I"�II,.�­,"1-'�_,�"._",�"��I_",1,4,!_:,',�1,_;"1,I���I"�,,,,�,�,c­,,_­��""­­�,,e,,I.­�`�:,,_;- II I. WASTEWATER SYSTEM SETBACK REQUIREMENTS 2. �ASTER�1PROPERT PRN�ORMDTION FROM OVERALLE& DETAILED 7 , CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES (� A U'BI James & Diane Fuhrer WASTEWATER SITE PLAN PREPARED FOR DAVID AND SALLY J 0 ; ur W 1 15 Rocky Shore Road STREAM, LAKE, KELLY, DWG NO. 29904-01-S1, IN THE TOWN OF QUEENSBURY, �"Q.. :� 1 PROPERTY LINE HOUSE WATERCOURSE, WELL WARREN COUNTY, NEW YORK. DATED JUNE 11, 2015. LAST Town Of QueenSbury, County of Warren, State Of New York WETLAND REVISED MAY 27, 2016. PREPARED BY HUTCHINS ENGINEERING. �, '067879 SEPTIC TANK 10' 10' S0' S0' 3, WESTERLY NEIGHBOR INFORMATON FROM "WASTEWATER SYSTEM e O'�F`', I " „ Drawn: JRS/WGC/AVA Checked; GTH Scale: NOTED Date; 81312023 PLAN & DETAILS PREPARED FOR JAMES T. SEARS," IN THE 169 Haviland Road ABSORPTION FIELD 10' 20' F77100 100' TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED ALTERATION OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804 �+ JUNE 18, 2013. LAST REVISED DECEMBER 29, 2015. PREPARED A LICENSED F THIS ENGINEER IS A (518) 745-0307 Phone 292190-01 -S l BY HUTCHINS ENGINEERING. VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax c k yz im T X,'.• \T v �* ,k,', q � .., ",,,,�',,, \ • ' :.J• wee L @ ww3 ;; �'y i � WASTEWATER SYSTEM DESIGN - a b �- 6-BEDROOM RESIDENCE LAKE ­",-Z�, r T DESIGN FLOW - 110 GPDjBEDR00M �T Tr � ffT �' � .; - SYSTEM DESIGN FLOW - 660 GPO .. I'lI , , _\__ I— tea.... - `z`..: • SEPTIC TANKS - TWO- 1,000 GALLON T Gib_J7 ` , ./ EIGHHOR ING PRECAST CONCRETE RESIDENCE PUMP STATION - 500 GALLON PUMP STATION SITE SOILS DATA I x �„ _. '^� 'z" a ram.. k. v UPPL �r 1 . \ fi.7 WATER LEACH FIELD - PtPE-IN-STONE ABSORP7fi0N BEDS TEST PIT s � T �T< I I AK EXISTING BUILDING SEWER TO BE RATS AP PO . �� ' 1.5' )N ELEVATION FROM tM7H/N BASEMENT. GUT IN MOUND CONFIGURATION TP-1 - 0811812023 BY TOM HUTCHINS, P.E. �� y ;` :. �� �r — 1r «,'.. . ,r 1 -e a 4�A .� „ - AND GROUT NEW PENETRATION IN BLOCK WALL DESIGN PERCOLA17ON RATE 1 5 MINI 0-iD - WOO UFF ORGANICS FRACTURED �� � - / , 'FOR NEW 4" BUILDING SEWER - D D j j '' �, , 4- APPLICA77ON RATE 0.95 GPDjSF BOULDERS , w s � ti , , j. �o ABSORPTION BED AREA REQUIRED 695 SF X� ' 10-32 - MED. BROWN SILTY FS, 50q BOULDER I I'llx, y , ..,. e \: o INSTALL 20X35 BED IN GRANULAR FILL MATERIAL. T � " -�-- 1+- o ROOTS.ENTIRE DEPTH .,/ „�,, NEIGHBORING 1,250 �. 4� .`v o POTABLE WATER SUPPLY IS LAKE GEORGE. �' '` � r, , GALLON SEPTIC TANK " ° .____ %, ,' t " sae - ", - _ a w s ,r r` c . . •,/ GROUNDWATER 0 22 �,. r f : — XIS77NG WASTE ATER ANKS AN PUMP S A77ON TO BE REMOVED AND REPLACED MAINTAIN 10' BETWEEN WATER SUPPLY LINES � � � ) PROVIDE 36 VERTICAL SEPARATION TO " ` AND ALL WASTEWATER SYSTEM COMPONENTS BOUNDARY CONDITION �, \\ � \ ..) � %,, I ��.,� ,� " NEIGHBORING GRINDER 15d \ � ��_,,, I ", 11 T w �� : ,�: �- \ PUMP ASSEMBLY 1 \ 2011 0 4 \ 1­1DUAL J00 GALLONL /N LANDS NjF OF —�-- —� - --� -, -' :- -F_., ; , , vs SERIES SEPTIC TANKS MARY CAROL & DAVID R. WHITE T ': , ,1'T SITE LOCATION �� LOCATION MAP �` 5 5 5 1 500 GAL PUMP STATION Y� r k IN 7RAFFIG RAZED MANHOLE I J�-2 5 q 2 5 eri �,,• _ 1111111�I'llT t � . z f � ✓ . ' SYSTEM INSTALLATION NOTES NEIGHBORING P 5 g /STING FORGE MAIN l NEIGHBORING y"', ; v , \ SIDENCE % `T` , 0 TO BE 71ED INTO \ ABSORPTION FIELDS f -"' � ' .- CONS7RUC77ON SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT RE PLY a �� � ," m o 1 E WATER SUP ;, �� f '. , OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLAS77C PIPE AND LAR � / ° \ ✓'s s f ✓ ✓ CORRUGATED 71181NG IN SEPTIC TANK LEACH FIELDS. �'� � � � '' 11 '✓ ' ���� AFTER EXCAVATION OF TRENCHES TO THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL DECK SA ��z —' s r � �; m �� 11 .14. BE CLEANED AND RAKED IN ORDER LOOSEN SMEARS ECTIDN OF TRENCH v �� — -,A � K� ✓ TO L D S S ���T" ` �` as,, V �-.-' .i 'r �+ ``,� ,r '` " - s ' x f t ✓ i ✓ ✓ 11 m - PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF -� ���� \ , y , FINE GRAINED SOILS AND WASTE MATERIAL IN THE ABSORP770N TRENCHES. p �, �� \ �. NEIGHBORING 1,000 35' ✓ ✓ , � GALLON PUMP STATION �•K• " THE PIPING SHALL 8E LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT o �� --- : SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. — A `,,T NEIGHBORING 500 G Nr' GALLON PUMP STATION \ " " " '� _ , 'r,"- 11 ,�-, ✓ ✓ , ✓ ' , ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE ys' asapMENr ALTROCKY 4" PERFORATED PVC �; 1 DISPOSAL FIELD. -777 �„ SHORE ROAD LATERALS INSTALLED �� ✓ � � x ��� a� �, o A NEAR LEVEL IN BED '�` � %".� DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. \ .11 1 i CF E:�TSi7NG PAVEFiQJT o ,U�; , �, -o o CONFIGURATION ✓ If 7 \ 7c�c- 4 " '' THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE . ♦ ­11, r � � �� T' EXTREME WATER USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE \ - PROPOSE 1-1 2 H PE ��s - k = ;' GRINDERS. S. SDR-11 FORCEMAIN o _ ` A \ a, z LIMIT OF 20x35pgING 1 \ � STONE BED ", 'i ,� , � I Z I "I ;,,­,­, ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE wE1G�RIyE � �flE° � V ��', WASTEWATER SYSTEM. r r r / 11 �0\ , 4 t � �1 z r5'' `� SYSTEM MATERIAL SPECIFICATIONS OF s;. r s s t v ) �) k) ti) c ♦ .�� GG TENNIS t LANDS NjF OF �` x D P; y ABSORPTION FIELD A REGATE -- \�, � - \ �"-„� : 11 fi DIAMOND GIRL 72, LLC 4" PVC EFFLUENT SEWER PROPOSED STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE, TRANS177ON 1-1 j2 FORCEMAIN EFFLUENT FILTER w�,\� "� P OWED D-BOXIII " DISTRIBUTION BOX a ,_ �' T o 1 11 , 41 ����, r ` g TO 4" OUTSIDE DISTRIBUTION BOX EFFLUENT FILTER TO HAVE 1 j16-INCH FILTRATION, POLYLOK PL-122 OR EQUIVALENT r 1 Q r s EFFLUENT SEWER PIPE \ \ ,- ,,,, r r \ c� �� �'( �� E `t� � ` , a PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 118" PER FOOT MINIMUM SLOPE. � v v - r . % IE COy ; °����> �,y y,, MOUND ABSORPTION BED PLAN FORCEMAIN 211, \ NEIGHBORING 1,250 e� X �� �s ,� ;y� SCALE:NTS PIPING TO BE 1-112" SDR-11 HOPE, PROVIDE POS177VE DRAINBACK TO PUMP STATION. �'-o GALLON SEPTIC TANK 1 c r � ` T T FILTER FABRIC 2 0 . 20 x 35 r ��3% 'c,,� PIPE-IN-STONE / 'T T:. FILTER FABRIC TO BE 4.8 OZISY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT. q0 NEIGHBORING 15 X35 ♦ I ABSORPTION BED EXISTING SEEPAGE / � HOUSE SEWER PIPE ABSORPTION BED 1 INSTALLED IN PIT TO BE REMOVED 1v` \ STABILIZED FILL, / '� r 3 PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 j4" PER FOOT MINIMUM SLOPE. \,,Cj,-,:�,, 0 F T r 11 F SHALLOW TRENCH FILL MATERIAL , 1 " MI MATERIAL TO HAVE SIMILAR PERCOLATION RATE` TO EXISTING IN-SITU SOILS. NO PARTICLES GREATER THAN J . o♦o. 1 ABOVE p� EXISTINGrT " / \ ) ,z SEE "SHALLOW TRENCH FILL MATERIAL NOTES." o� TOPSOIL \ - �� l `��cr / / `z 24' MIN. IN107H OF TOP OF SYSTEM FILL PLACE 4" MINIMUM TOPSOIL OVER ENTIRE BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF ,,� \ r / �� �; T 43' MIN. LENGTH OF BOTTOM OF SYSTEM FILL ♦. l �� �� . / / � �,­ z � ��� / � � � ' 12" OF 314-1j" FILTER FABRIC X. � �F �� ,��I" WASHED CRUSHED STONE MIRAFI 140N OR EQUAL d Q / ��s ���� ��� LANDS NjF OF '���0� ABSORPTION BED OVER TOP OF STONE CHARLES GALES ♦ ��� ., 3' TO TOP 3' TO TOP 1 /� / awL ,� 9 10 MIN. TAPER OF TAPER 20' BED WIDTH OF TAPER 10 MIN. TAPER / " - ' 5' TYP. PIPE 2.5' 7YP 11 ' SPACING 6" MIN COVER AT "4 TOPSOIL ON ENTIRE FILL AREA, \ \ �/ / 1. EDGE OF MOUND SEED AND ESTABLISH TITRE ♦ // ♦�/ ' e. / / 1 MAX 3 10" MAX COVER LANDS N F OF 1 ` �"'-- " - ,--.�. ---�,. .�, .- --r T-'-� ,.Y. - -.�.+ .:.,.., s.�.� ,.. :... � '"� I , SLOPE , � '( �.�^ t R--"' )""� j X .. r .,uF , DIANE H. MATTHEWS, TRUSTEE � �±+ v. X - ��...t. �,..1;, , � . �. ._ �,. x zz_ 1 -... �. 12 MIN ABOVE ..'���_ � X Z , _­ I'll - :.:,6 MIN STONE , . ♦ _,.:: ".. ..._; APPROXIMATE NA77VE GRAD.:.. 4 .. ...............': .: ... .. ........., ,......... ... r / :::......:. .i....v.u .......- ........�. . .-... :..:.:., S.. ...>.. .,, : ,,,. EXIST. GRADE 1­ 1BELOW PIPE - 3 MIN. . r . / l ,: .., , ..,,,.. 3: I'll —�,,,,P;�;.,.�,�.. �..: BOUNDARY CONDt TlON AT 22 a, / — . . _11 111-­1 77 : : 11 ­11- 111­ ­111 1. 1. '111, - Za11:1I. rr . I z y f it Z _.... ?r . �'r s I'llr / r\ '1� ,, T��� % EXISTING ORGANICS & TOP 24" OF NATtYE 18'x35' STONE 4" PERFORATED PVC TAPER AREA - MAXIMUM SLOPE 1:3. `' / LANDS NIP OF LOAM TO BE EXCAVATED & REMOVED ABSORPTION BED LATERALS W/MANIFOLDED ENDS, SYSTEM FILL MATERIAL ALL AROUND XX h z / ' JOSHUA'S ROCK CORP PRIOR TO PLACING FILL \ jl,r .; INSTALLED LEVEL 11 r �` RECORD DRAWING TAX MAP # 239.z s-1-z r � � .: �tla INSTALLATION DATE: JUNE, 2024 MOUND ABSCJRPTION FIELD SECTION �Ig Slfely. SCALE:NTS New ®York INSTALLED BY - RICK MCGUIRE EXCAVATING ®Call Before You Dig Wait The Required Time Confirm Utility Response 1 RECORD DRAWING 612012024 WASTEWATER-SYSTEM PLAN Respect The marks IM Dig With Care SCALE: 1"=30' RECORD DRAWING NOTE: 800-962.7962 0 ISSUED FOR PERMIT 121412023 GRAPHIC SCALE A REPRESENTATIVE OF OUR OFFICE WS17ED THE SITE MAP REFERENCE: www.digsafe"ewyork.com NUMEROUS TIMES DURING CONST RUCTION AND IT IS N o. Revisions Dote 7.5 0 7.5 15 30 60 MY OPINION THAT THE SYSTEM IS INSTALLED IN 1. BOUNDARY INFORMATION FROM "MAP OF LANDS NOW OR GENERAL CONFORMANCE WITH THE APPROVED PLAN FORMERLY OF MALCOLM MJTCHELL, SITUATE IN LOTS 8 AND 10 Eo _ V I/ASTEI MATT R SYS TT M PLAN & DETAIL S AND THIS RECORD DRAWING. FINAL SURFACE FINISHING FRENCH MTN. TRACT," IN THE TOWN OF QUEENSBURY, WARREN ( IN FEET ) COUNTY, NEW YORK. DATED MAY 3, 1960. LAST REVISED R kW Ll AND TURF ESTABLISHMENT IS ONGOING. OCTOBER 12, 1960. PREPARED BY GLENN B. COULTER. 0 prepared far. CONTRACTOR TO FIELD VERIFY LOCA77ONS AND DISTANCES WASTEWATER SYSTEM SETBACK REQUIREMENTS 2. EASTERLY PROPERTY INFORMATION FROM "OVERALL & DETAILED * 4 r James & Diane Fuhrer `� 0 `'7 t - tS> G. THOMAS HUTCHINS, P.E. WASTEWATER SITE PLAN PREPARED FOR DAVID AND SALLY r- ,;� 6j22/2024 STREAM, LAKE, KELLY, DWG NO. 29904-01-S1," IN THE TOWN OF QUEENSBURY, � 15 Rocky Shore Road PROPERTY LINE HOUSE W47ERGOURSE, WELL WARREN COUNTY, NEW YORK. DATED JUNE 11, 2015. LAST Town of Queensbury, County of Warren, State of New York WETLAND REVISED MAY 27, 2016. PREPARED BY HUTCHINS ENGINEERING. SEPTIC TANK 10' 10' 50' 50' J. WESTERLY NEIGHBOR INFORMA7ION FROM "WASTEWATER SYSTEM A)r ,. Drawn: JRS/WGC/AVA Checked: G7H Scale: NOTED Date: 81312023 PLAN & DETAILS PREPARED FOR JAMES T. SEARS," IN THE op- S ,. 169 Haviland Road 4 ABSORPTION FIELD 10' 20' 100' 100' TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK. DATED11 JUNE 18, 2013. LAST REVISED DECEMBER 29, 2015. PREPARED ALTERATION OF SL ONAMENT EXCEPT 8Y Queensbury, NY 12804 292190-01 -51 BY HUTCHINS ENGINEERING. A LICENSED PROFESSIONAL ENGINEER IS A (518) 745-0307 Phone VIOLATION OF NYS EDUCATION TAW. Hutchins Engineering PLLC (518) 745-0308 Fax WASTEWATER SYSTEM MATERIAL WASTEWATER SYSTEM FILL MATERIAL NOTES W/W SYSTEM INSTALLATION NOTES ABSORPTION FIELD NOTES SPECIFICATIONS AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE ENTIRE CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN THIS DESIGN UTILIZES STANDARD PIPE-IN-STONE ABSORPTION BED AREA OF PROPOSED ABSORPTION BED AND TAPER AREA. ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL INSTALLED IN STABILIZED FILL. CUT ALL TREES, STUMPS AND OTHER HOUSE SEWER PIPE PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4" PER FOOT "ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY SELECTED HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF VEGETATION AT GRADE AND REMOVE. REMOVE STUMPS AND EXISTING MINIMUM SLOPE SAND, SANDY LOAM OR SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH TOPSOIL AND ORGANIC MATERIAL FROM SURFACE PRIOR TO PLACING FILL.EFFLUENT SEWER PIPE RATE OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE. FIELDS. USE TRACKED EQUIPMENT FOR ALL WORK IN ABSORPTION FIELD AREA. PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH" 118" PER FOOT LESS THAN 109. BY WEIGHT SHALL BE FINER THAN 0.05mm. AT LEAST 25% • AFTER EXCAVATION OF 18' x 35' ABSORPTION BED TO THE DEPTH MINIMUM SLOPE OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN CONSTRUCT DRAINAGE SWALE UPGRADIENT OF SYSTEM IN ORDER TO EFFLUENT FORCE MAIN 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT SHALL BE LARGER DIVERT SURFACE RUNOFF AROUND ABSORP71ON FIELD. PIPING TO BE 2" PVC SDR-26 OR SCH-40, PROVIDE 3' MIN. COVER AND POSITIVE ORDER TO LOOSEN SMEARED SECTIONS OF BED. THAN A 1/2- SIEVE. PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE DRAINBACK TO PUMP STATION BOTTOM OF BED INSTALLATION ELEVA77ON AT EXISTING HIGHEST GRADE FILTER FABRIC EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE ABSORPTION AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO PROVIDE NEAR HOUSE (PROVIDE 36" OF VERTICAL SEPARATION FROM BOTTOM OF FILTER FABRIC TO BE 4.8 OZISY NON—WOVEN SEPARATION FABRIC, TENCATE MINIMUM OF 3—FEET BETWEEN BOUNDARY CONDITION BEDROCK, CLAY OR MATERIAL 1N THE ABSORP77ON BED. M1RAFt 140N OR EQUIVALENT. ( • THE PIPE AND STONE SHALL BE LAID AT THE GRADES INDICATED, STONE TO BOUNDARY CONDITION (GROUNDWATER, 22" DEPTH). REMOVE SEASONAL HIGH GROUNDWATER) AND BOTTOM OF ABSORP77ON BED. ONLY ORGANICS AND TOPSOIL AND TOP 2—FT OF NATIVE SOILS PRIOR TO SYSTEM FILL MATERIAL FILL MATERIAL TO BE GRANULAR SANDY LOAM MATERIAL WITH N0 PARTICLES SYSTEM FILL MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORP77ON MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, PLACING SYSTEM FILL. GREATER THAN 3" AS DESCRIBED IN "WASTEWATER SYSTEM FILL MATERIAL NOTES." BED AREA AND TAPER AREAS. SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. TOPSOIL • ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND ABSORP77ON AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. _ PLACE 4" MINIMUM TOPSOIL OVER EN77RE ABSORPTION FIELD AREA. SEED, MULCH IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO INSTALLATION OF AND ESTABLISH TURF. ABSORPTION BED. • g a INSTALLED.NOT USE S BEEN HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER INSPECTION REQUIREMENTS INSTALLER TO N07IFY ENGINEER OF PROPOSED SOURCE OF SYSTEM FILL • THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS FILL PLACEMENT TO BE INSPECTED BY DESIGN ENGINEER AFTER MATERIAL PRIOR TO TRANSPORTING TO SITE NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE OR EXTREME STABILIZATION AND GRADES HAVE BEEN ESTABLISHED, PRIOR TO ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE INSTALLING THE ABSORPTION BED. A PERCOLA7ION TEST IS TO BE PERFORMED PRIOR TO INSTALLING ABSORPTION GRINDERS. BE© TO VERIFY IN-PLACE PERCOLATION RATE IS IN ACCORDANCE WITH FILL . ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE SEPTIC TANK, PUMP STATION, PIPING, ABSORPTION FIELD COMPONENTS TO SPECIFICAAONS MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. BE INSPECTED BY THE TOWN OF QUEENSBURY BUILDING DEPARTMENT & DESIGN ENGINEER PRIOR TO BACKFILL EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). SEAL CONDUIT GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE. POLYETHYLENE EXTENSION APPROXIMATE POLYETHYLENE EXTENSION ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED TO GRADE WITH TAMPER RESISTANT FINISH GRADE TO GRADE WITH TAMPER RESISTANT ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP ACCESS COVER ACCESS COVER TEE BAFFLE STATION. 12 MIN. TRANSITION TO 4" 12" MIN. COVER COVER DISTRIBU77ON BOX OUTSIDE OF D-BOX 2- 4" PVC SDR-35 a a. ° 1/8 PER FOOT ° ° . ° ° 1/MlNp S� T "SLOPE INLET a . °Q a . . MIN. SLOPE IEEE 2" BAFFLE LIQUID LEVEL OUTLET 4" PVC SDR-35 -- a ` MIN. SLOPE LIQUID LEVEL 4" EFFLUENT SEWER : 1-112" USE SPEED LEVELERS TO ASSURE 2'M/N. 1/4" PER FOOT FORGEMAtN ALL OUTLETS ARE AT EXACTLY 96" 1$" 16" THE SAME ELEVATION MIN. 18" SEAL (TYP) � 2""MIN. DROP WATERTIGHT SLEEVE AND MIN. BALL VALVE 4" PVC SDR-35 SOUD H EADER TO BETWEEN INVERTS d ABSORPTION LATERALS, 1/8" PER w ? Q FOOT MIN SLOPE ALARM 3 ABOVE ©� ° w ? Q 'PUMP ON' ' a 1,000 GALLON PRECAST o "� �D ©o ,a CONCRETE SEPTIC TANK PUMP ON 1-1/2" SCH-40 PVC OR GALVANIZED PIPING PUMP STATION NOTES INSIDE WET WELL THROUGH WALL MINIMUM 2X WIDTH SEAL ALL TANK OPENINGS WATERTIGHT. MAXIMUM 4X WIDTH MINIMUM 2X WIDTH PUMP OFF MAXIMUM 4X WIDTH a ? ; • UNION - LOCATE SUCH THAT UNION PROVIDE AND INSTALL UL LISTED PACKAGED PUMP $ ° 16" MIN.° AND AUDIBLE ALARM. CAN BE DISCONNECTED AND PUMP iN�TTR�L SIMPLEX,PANEL �DEMANDTN A DOSE CONTROL PANEL a a a ° . a a VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY a BE 80f GALLONS INSIDE HOUSE IN ACCESSIBLE LOCATION. SEPTIC TANK NOTES 1,000 GALLON PRECAST CONCRETE PUMP STATION • ' REDUCING TEE POINTED DOWNWARD WITH 1" INSTALL POWER & CONTROL WIRING TO CONTROLLER KITH ALARM IN HOUSE /N ACCORDANCE W17H ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT 4'0 PRECAST BALL VALVE THROTTLED TO ALLOW TRICKLE MANUFACTURER'S INSTRUCTIONS AND NA77ONAL OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA FLOAT SWITCHES — (CONCRETE PUMP STATION DRAIN BACK INTO WETWELL ELECTRIC CODE N.E.C.) REQUIREMENTS. ENTERPRISES OR EQUIVALENT. INSTALL INSIDE PUMP PIT TRAFFIC RATED WITH CAST IRON M`THOUT PIT ENTRY LOCATION ACCESSIBLE FRAME AND COVER BALL CHECK VALVE PUMP CONTROL AND FLOAT LEVELS TO BE ADJUSTED WI ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE INSTALL FLOAT SWITCHES To TO PROVIDE A 80 GALLON DOSE. EXISTING SOIL COND177ONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS OPERATE PUMP AND MAINTAIN DUPLEX PUMPS NECESSARY TO ACHIEVE A STABLE BASE. LEVELS AS INDICATED LIBERTY FL102M-2 ALL ELECTRICAL WORK TO BE INSPECTED BY A 23OV, DUAL PUMPS INSTALLED CERTIFIED ELECTRICAL INSPECTION AGENCY PRIOR TO SEP77C TANKS INSTALLED 1N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUC77ON VERIFY EXISTING HIGH LEVEL START-UP OF PUMP STATION. DESIGNED FOR H-20 WHEEL LOADING. ALARM. REPLACE 1F NECESSARY. ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT: JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFILLING. SEPTIC TANKS AND PUMP STATION IN SERIES DETAIL SCALE: NIS Dig ® Safely. New York EM Call Before You Dig Wait The Required Time EM Confirm Utility Response EM Respect The MarksEM 'Dig With Care 1 RECORD DRAWING 612012024 800-962■7962 0 ISSUED F R P MIT 12/4/2023 www.digsafelyrmwyork.com No. I Revisions Date OF N �: M DETAI SHEET prepared for: James & Diane Fuhrer s l; 15 Rocky Shore Road Town of Queensbury, County of Warren, State of New York °a 067879 Drawn: JRS/WGC/AVA Checked: GTH Scale. NOTED Date: 81312023 aS 169 Haviland Road ALTERATION OF 0 UMENT EXCEPT BY Queensbury, NY 12804 2921 90-01 -SG A LICENSED PROFES ONAL ENGINEER IS A (518) 745-0307 Phone VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0308 Fax