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SEP-000826-2016
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: SEP-000826-2016 Date Issued: Thursday, September 14, 2017 This is to certify that work requested to be done as shown by Permit Number SEP-000826-2016 has been completed. Tax Map Number: 239.12-2-65 Location: 23 BRAYTON LN Owner: Robert Mulholland Applicant: Robert Mulholland This structure may be occupied as a: Residential Septic Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development-Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: SEP-000826-2016 Tax Map No: 239.12-2-65 Permission is hereby granted to: Sanitary Sewer Service For property located at: 23 BRAYTON LN 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 Tyne of Construction Owner Name: Robert Mulholland Septic Disposal-Residential $0.00 Owner Address: 7 Horicon AVE Total Value $0.00 Glens Falls,NY 12801 Contractor or Builder's Name/Address Electrical Inspection Agency Sanitary Sewer Service PO Box 224 Glens Falls,NY 12801 Plans&Specifications Residential Septic Alteration $40.00 PERMIT FEE PAID-TIES PERMIT EXPIRES: Tuesday,December 5,2017 (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 Queens r j Mo d y er 5,2016 SIGNED BY: for the Town of Queensbury. Director of Building&Code Enforcement SEPTIC DISPOSAL PERMIT .• Office Use Only DATE f1� agle Received i Tak Map ID 19 -�- : . _,_ _�,__._...- Permit No. TiixMaPID _ . _,� - ±;: Permit Fee /] J vw?e LOCATION OF INSTALLATION Approvals: APPLICANT © 1 U / ' �'L-` �`� N" PHONE/E-MAIL ADDRESS Z Jar -j r 7'�`�I('� �� INSTALLERIBU/LDERf v�� V7 Pilel/i /e`U�LP P/HOONE/E-M/AI,LL, `\� ADDRESS: V O k Z Z ��PAS I'V GLS / l� l G 0-0 G OWNER PHONE/E-MAIL Address (/lam `fel p 7 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: v ` �',1 L /✓ PHONE RESIDENCEINFORMATION e A-N! Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow 1980 or older Garbage grinder installed Y 4N 1981-1991 Spa or Hot Tub installed _Y _N 1992-Present y l(O YYo PARCEL INFORMATION Topography O<Flat rolling _Steep slope %slope Soil Nature Sand _Loam Clay _Other Groundwater At what depth? 6 Bedrock/Impervious Material At what depth? N>� Domestic Water Supply _Municipal Well(if well,water supply from any septic system absorption is_ft.) Percolation Test Rate: per minute per inch(test to be completed by licensed engineering/architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION Tank Size /UV gallons(minimum size 1,000 gallons,add 250 gallons to size for each garbage grinder or spa or hot tub) System Type Absorption field with#2 stone Total length ft.; Each trench x Seepage Pit with#3 stone How many: ;size Alternative System Bed or other type? 3S. Holding Tank System Total required capacity? Tank size #of tanks Notes: 1)Alarm system&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 &approved. The installed system must match the septic system layout on file—no exceptions. 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 know 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: 1 (�' i Date: !Z — Z l6 Signature: Date: !L—I— Town L—Town of Queensbury Building&Codes Septic Disposal Permit July 2014 , M I .. ,.,,,, ,° i i . ..a. , ..i r, .,. ,.i ..,,, s.., ..•, i,.,, „ a i .,i iiia. .. , i.ui. .i ,. , ., , „• ,, ..,, ., „ , .., - , SYSTEM MATE IAL SPECIFICATIONS Q SYSTEM INSTALLATION NOTES' , IT THE N.Y.S. DEPARTMENT ` P DA AGGREGATE Z_ p <C CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND 1N ACCORDANCE WITH ABSORPTION BE G OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF. THERMOPLASTIC PIPE AND STONE !S TO BE 3/I_ TO 1-1/2 WASHED CRUSHED STONE,, \ BM Nall In W C.0 U O r 0- I= CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. WASTEWATER SYSTEM FILL MATERIAL 0- Utility PoleCL NM 3-IA a FILL 'MATERIAL DESCRIBED IN WASTEWATER SYSTEM.FILL MATERIAL NOTES. - O w REQUIRED, THE :WALLS AND AFTER EXCAVATION OF 20' WIDE X 35' LONG ABSORPTION BED. TO THE DEPTHS REQ EFFLUENT SEWER PIPE Eley 335.47 - A r „ „ W W � FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PIPING TO BE:4 SDR-35 OR. SCM-40 .PVC. INSTALL WITH 1/8 PER F00 f MINIMUM SLOPE 4 O p FILTER FABRIC Fence Concrete Well p PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS.SHOWN, AND CARE ' FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, :TENCATE MIRAFI PION OR.EQUIVALENT. Utility Pole Cover - W W NM 3-IA j SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE' HOUSE SEWER PIPE ,t PIPING TO BE 4"'SDR=35 OR SCHEDU r AND PIPE. PER FOOT MINIMUM SLOPE LE.40 PVC. INSTALL WITH 1/4" TOPSOIL co w „ L A. SEED MULCH AND ESTABLISH TURF. THE PIPE SHOULD BE LAID AT THE .GRADES INDICATED, MAINTAINING STRAIGHT. CONTINUOUS GRADES PLACE 4 .MINIMUM TOPSOIL OVER ENTIRE BACKFIL ARE \ ti 0 S.' PIPE SHALL BE LAID WITH: N Q > WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER;:UNSUITABLE CONDITI N Y TE L" WASTEWATER S S M FILL MATERIAL NOTES HOLES DOWN IN ALL CASES. t p - . ? AFTER REMOVING ORGANICS AND,.TOPSOIL, PLACE -SYSTEM FILL OVER THE ENTIRE AREA OF PROPOSED ALL DISPOSAL FIELDS, SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF. AWAY FROM ABSORPTION BED AND TAPER AREA. THE DISPOSAL FIELD. <. "WASTEWATER SYSTEM FILL,. MATERIAL" SHALL BE CAREFULLY 'SELECTED SAND, SANDY, LOAM OR 0 AREA AFTER PIPING HAS BEEN INSTALLED. SANDY LOAMY GRAVEL WITH IN-PLACE PERCOLATION RATE OF 2-3,MIN/INCH AND NO ORGANICS OR _ tf•.'.-,�` h, DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION r - OBJECTS OVER 3" IN SIZE. LESS THAN 10% BY WEIGHT`SHALL BE FINER THAN 0.05mm. AT LEAST „ '` `` ",T r I °5•- % 25q OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF 0.50mm TO 2.Ornrn. 'LESS THAN 15q �`';h THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION .OF . !! OF THE MATERIAL BY WEIGHT SHALL BE LARGER THAN A 1/2 SIEVE.., WATER CONSERVING FIXTURES AND A DESIGN FLOW 'OF 110 GPD PER BEDROOM. THE SYSTEM IS NOT „ s. LA Lands N/F of rf - P TUBS ;-} DESIGNED TO ACCOMMODATE'EXTREME WATER USE FIXTURES, SUCH AS JACUZZI TYPE SPA T B R WATER _ _' WASKE TEWATER SYSTEM FILL MATERIAL IS TO BE MECHANICALLY STABILIZED IN 12 LIFTS WITH .TRACKED William P. Roberts THE INSTALLATION OF NON`=CONSERVING WATER FIXTURES OR EXTREME WATER,::' " 1 EQUIPMENT'PRIOR TO,INSTALLATION-OF ABSORPTION TRENCHES. TREATMENT EQUIPMENT �. Pamela 5. Roberts .' E IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. . USE FIXTURES INSTALLER TO NOTIFY ENGINEER :OF PROPOSED SOURCE .0F SYSTEM FILL MATERIAL .`PRIOR TO : . No WELLS.wrrHlN 100® OF PROPOSED ABSORPTI Nye f i SURFACE WATER DRAINAGE MUST-.BE EXCLUDED FROM THE TRANSPORTING TO SITE. ROOF, FOOTING, GARAGE, CELLAR AND ��'++ ft�fl�/ v • ,,. FIELD. EO WASTEWATER SYSTEM. i/ARIA t�•E ' UI"li'!f"I 1 0 DIVERT .SURFACE RUNOFF AROUND ABSORPTION FIELD SETBACK TO, WETLAND ^ CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM: IN ORDER T 1 00'REQUIRED ABSORPTION FIELD. fil _ 103.' SHORELINE 32'PROPOSED SETBACK a' I'. 68`OF RELIEF REQUESTED 44 : - Anchor Steps -ABSORPTION FIELD SETBACK TO WEST PROPERTY LINE0. Guy �� Dock ' WASTEATF' S T SETBACKSCHEDULE �: .10'REQUIRED � W I UtilityPole Z ,. 3 PROPOSED q As halt Drive. 1 . - _ LAKE. NM 2/1 10 PROPERTY p . i.; PROPERTY LAVE WELL HOUSE 70F RELIEF REQUESTED GEORGE Q LINE SETBACK w w. . w, 'w (MEASURMENT FROM PROPERTY LINE TO TOE OF FILL) w �cr, �.c 2 \�� p�� .: �'L �'L V'h _ Z SEPTIC TANK 10' 50 10 50 ,lief (8.5 FT FROM PROPERTY LINE TO EDGE OF ABSORPTION BED) of PROPOSED ABSORPTION fir" -52� ��'� 3 ABSORPTION FIELD 10' 100` 20' 100' U FIELD. nq 3'PROPERTY -- ..x.0132. 94IPINF IPINF ZLINE SETBACK r uce N88 1 16„E - Cherry t Step S � 611, if \ PROP.DIST BOX P4 1 \ PROl�.20'x35. I• PROP.PUMR 1 T ABSORPT%ON BED I STATION-1000., SEAMLESS.rANPC PROP.FoRCEMAZN ! , � Deck ® � = a . As halt p � w..� I /' 40± Alon Shore p - 1r--� 9 0� DriveCn 4-2 pal ;F, :�`' M•p•, _ �\ - - - :;�< Porch *y M ; brY well W , r' a i d i I TF - 335.5.7 IPF Lands of 4. 8 ' � _ - �•�," •.s-j[,', / c; Mulholland , t•�,, (,J - - - � ,��< l 627/158 �. o Ste at oArea I3 6910 5�' *t. - V s� Crushed C d - '1 car h O. I Acres n .\ Iv >3 Stone _ - - O r fn° _ stone 'Y ` -:PROP 1250 GAL. .' / f " ReSEAMLESS O NO WELLS WITHIN 100' talnmLand5 NLF:Of 1'i 1 OF PROPOSED ABSORPTION :. F Wood / M 5to house = 1 William,P. Roberts i ry 'FIELD. .. O As i � ;f Deck . ' Fence 2 I � 2 119' / As halt Pamela S. Roberts p / \ Porch $ GE � STREAM / 7, PIrYe � � \ , Drive-way Lands N/F Of :I 10'PROPE y TBAC Ste s / K'' p . .r \ - N86 Colleen M. Na se / 26 NE S�rBA � '1 .� 68 rqA 1 I 2 8 p t l :i GEI 5 Br" I-i 5 0 �a uce V. a e _ roxl � FROM ELL , Ai pP mate � til hwa B Y s O N - \ 7 50..�WELL TO , 8 t - RM II � 321 0 � 4 e 4 ! 1 % rr r; w ss 38 w c�, NEIGHBORING D - O r ^ G f lh u TLANQ FLAGS r °.HOL®ING TANK, ` = SETBACK- 319.45 Inv. 0C�2 car , 1 N 8r o W o, SO t� w • � vN �G W p. 0 2 - �' ` 1 Anchor Overhea �2 APPROX. LOCATION OF HOLDING TANK �� Dock !2 Inv. = 32 d Utlllt LI !. a Guy Utlllt Pole Cmp 8 76 Y nes (T v��J Y Yp) 1 / C) Utility Pole v NM 3 q1 7 As halt Drive . Utility POIe NM 211 p Y . i, NO WELLS WITHIN 100' A N :N,M4 0 OF PROPOSED ABSORPTION ®� w _ FED - �ti + " Q) IL .. w SCALE: 1`20' N%ETLANpS A -, 1 � d , p.� z 1 iu FLAG _ED BY A.P.A. _ 8" CppInv. = 3 1971 �. A-I 2. 94 Roof Orerhan (T ) 13 j IPINF 5ruceIPF Cherry 1516E. 6 . . f' 313 t _ PlnI . " '.',. .; •r.... ,._. 1. 37.3� � - r , 6" s� �/ \\ WASTEWATER SYSTEM DE SIGN . �r'o�° a= S a TP #1 Well Cover \ Pt � 4 BEDROOM RESIDENCE t 3'cray , , 1 Ey 4 } 8 G P" r' O WELL TO BE DECOMMISSIONED ...o .' 1 /_ ,.,, ® � , ' I DESIGN FLOW 110 GPD/BEDROOM '�"► `� '' Ct2 '_,.. , , .� - ��, c �� � Deck + - \ n h re A 50 N • : ,! " C PIPE _ Asphalt IPEs 1 -2.PLASTIC o •/ 9 SYSTEM DESIGN FLOW 440 GPD ` tbl (5)4 PVC PIPES,l ) BLOCK \ Drive (1) CONCRETE \ - c' SEPTIC TANK PROPOSED .1 250 GALLON PRECAST CONCRETE ° CLI:. f BE REMOVED1 :Ste sLU 1. l2 t, Porch - - • .PUMP STATION PROPOSED 1,000 GALLON PRECAST CONCRETE :� ' . a. :•= ' `` cs' Sewer Access Cover 11 )L t v _ _ G 25.55 r. y v 3 l• - _ •� `, \ � - - - I� � -' _ TF 335-57 / f` IPF _ 4 Pvc Concrete 5e tic Tank ; . / ., ,Lands of 4, 8 APPLICATION- RATE TO EXISTING SOIL: .7 GPD/SF, BASED ON _ r :.�..1 •--' _ , / Inv. - 330.28 p Block : . . � • � Mulholland. � �� �-'.� .� • : ; ..._.,., � _.�u� Cd I >y, / 8-10 MIN/W PERCOLATION RATE 0!. Cb 527/156 Structure4' Pvc t, Pati : v o5t s - - ,_ ' ' `.•;.:�' .<,,al'y, - �LCD_: aC:-�ATl ) /- RSTLATIO 3,691 .00 5d. FInv. Pvc CrushedABSORPT1ON BED AREA 440 GPD7 GPD/SF) h33 - = ' O teON�- 1 21OIInv 330.23 Stone / 629 SF ✓ 2;93& _ s,y4 L^ - :f. v_YSS. n= a z N G S- 11 / P c 00 v 4 - CCS o s i I I OV SEPTIC O REMOVE SEPTI RE , e ainin - - - - - - R t � _ I :t� -r- . 1 5 5 70 SF 30 AREA OVIDE 0x3 -a Inv. 3 RP DAR PR D 2 - . I v ABSORPTION B - •�� ..� - f, \ E STA 0 t:� &PUMP ST ice' :>�� �- Pc ,�. 4 '� - � 'Wood x, ,x , - , _ i r s • a f W a, s� L � r ,� "t \ se 3 0 250 / In r•Y r_ 1 Fence �A;,~�, W Dec { 'f .'4 Fes. ^ mss". g. / \ �- I ./ E WELL r Y I.IIa Ash PLY IS ON SIT co 20 c 0 AB ATER -SUP Plastl P T LE W : - 2 As halt r 2:, > p - - f C _ W .. - Lands N F of .,;,,.,... .' .. . .. ..tet. �. nv. = 330.41 .,_.!, ., ,y_ ,� ,�- -._�..._�:,,.,. � `c,:,,u:a.nl,t,as ,, Q _ 1 7 Pine Drlvewa / ,,� ,_, .::',' ,�. . ,� _ .off,. - '- .,t MAINTAIN 50 MINIMUM SEPARATION BETWEEN SEPTIC TANK & �.E.,,_ - �:,,t`, � .,•_ �;y� ,:;�:.:< Cl) Ca Y. t ,•'.` _�?�'•rc.,iYi�v'�Y >i' s� t =_ 'Y G a V/ 5 e s I -,w ter' - -, � Ci1�0 Grp,. Colleen I :., t x' t 1 - ' .5 G. F tet.errr.,- WELL 8 s =x. 2 $ w � ` N I'f ^Y.�• 1 f 8 Bruce W. liaise 2. 5 0 - .'. - MAIN TAlN 100 MINIMUM SEPARATION BET EEN AB ORPTION FIELD -, - 3 We ll Qi RDI 321 4 M -'I d '>r .- .� �•.�- �ar�''_-=wz-.::- - y> ` tN8 dsA Approximate & WELL waY O) D c Jo N- _ rr IG - �G rayt , pPr IT SDI LS A TA _ - Y ;i �t J. r7',r „ 1 8 Inv. 319.45 O f<' Ce" L K 8 -cf - s• 50 TEST PIT - �t 4 Y-_ •�x W yt� nes 0 4 : ezr a�,•=�' -tx•� :•3.y. .-a- .:- .. =r, � " M COtae: JUNE 2016DTP# APPROX. LOCATION OF Scale: AS1 8126116 BY T0 CENTER, P.E. (y_10 DING NK TOPSOIL, L 12imp nv. 325.7G verhea utility NOTED W1THMED! MEDIUM Pole (T 4 20 LOAMY EINE SAND COBBLES N 3 4r s le - C SILT � GRAVEL TRACE ,=t s - U tdlt Po r ° A-2 - M E ,. - SOME GRA VEL _ 20 52 MEDIUM FINE SILTY SAND -�a � r - » , i - t ,-f- F.•;,w F�'�>,S�s Z- ;'" -se. '_rx5hfi- Et ��~-x'�>•- . a sY � { K a I 2- 9- 3shETLANDS A5 ATIO RATE: 8 MINUTES SECONDS RCOL FLAGGED DY A. .A � 8IC Inv. 319.7 9 6 REMOVAL PLANAI C1 MOTTLING OBSERVED 32 GROUND WA TEROBSER VED � 46 SCALE. , { Lr Sr , cY . , n.. . i i. iii, ,i...n. .,. .,u. .i.ii .,,, i •.,, u ... .. , 1 _ v _. W - tun �.r f. v,as 1,411 .� �` 'fit(: r'. w , rf}w.- 'f,. - _ •nrili,�m. A 3-w �., �,r' '� �- _._ - 1, _. . � . .- � - I I - _ - , - .I -- -,__" .......__�__ - _ _ __ __ _ - � � I - - 1; I I � . � .1 � I , 1, � - � I � � I I I I L I �I � 1.,: � I q I I . � . . - I . I I . I � ,,. I I ��I , Ti. I I I 'I � � .I . I 11 . I I � "I . I . . I .- . i . . - � �� T �� �, I I . . � I I I � I . - I . I . � I I 11 . I � I '. I I � I I i . � I I I I � : � I � � . � . , I I I . . � � . � . I � - � I � . � � I. i I � . . � . �� r. I " � � .1 *I .. . I . : 1 " I . I I . . . . I � I . . . . . I � I . � I I I I � . . I I - t , , .� . I I � , I :, �. I . . � I �-. � I �: I': 11 11� � I .. I . . . � . � . . . 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I .�, I �- I � � . � � I I � , " _�, ... I . � w 12" MIN. : �I I I � � , 1. , , I 1 . �I'll 7 " I I L I . . � I . , � - �1. I I � � L .I . " �-.u - . m � � . . � I : � I I. � I I . I I I � . . I I - 1 . - '. I i I I � I - ,� .,� .. I a � , ,T�INSTALL FLOAT SWITCHES TO OPERATE � DISTRIBUTION BOX .I � � I..; I ,I,.1 I I I I - .. , . I � I .: I 1 � � I . � I : . WATER SUPPLY WELLS SHALL BE . � _ I . � � COVER � . . � . , , I I I - i . � . .. - . ,- I � L . I � . I � � I I I I I I I . . I � ,� � I I ,.,,I I � I . I I. .I PUMP,AND MAINTAIN LEVELS AS IND . I I � � , , � !,__ " � ; � T, . .I I I . . . � . I ! I �., � . . I . - I----21 1 I I . I I � :L, I I I . � I I - . I I . I ,'' . � - Z, -l; - . f----� �1 . � I I , 11 CONSTRUCTED IN TACCORDANCE WITH I I I I � 1 , I. T. I I � 7 1 1 1 � . 1 I . I .. L , 1. I I. . - , . � -- , I . I L_-21 * 11 I � . 'T , � 1, � I . T " , E: I I � � I i 1. ,, - i I To i I 1 I'' � , I %-�� . - I � I - ..- % .., . .. . . . I :- , . I I I � I . . ,., . I � " � � � 6, ,�% I � f., IV -11� .i '_ . . � .T � r___-1 I I �I T .- � � - , . � . . I . ; I � .T . "�[��- .:. : .. - .. . ., . � 4J,�.� � � q .'] . I I , T � � , � I � ' ' ' - - � . I ,� : :: I . .. .. � . I � J. � I - : . . . . . . .. . 1. I I I � . , . . � -� �i . . I � � -v F,� . I . �' � r'. - I 1� . . ,�, ,� - . . . . . ! -. , . , I . , .� � I I I � I I .1 APPENDIX 5-B T_�1 L o I 1 1 , � .. I . ; -35 ' � 1/8" PER FOOT , _,;,' ' [�I X, :-- . / -,::�- -..: --..'.: , .-A , � � /�_� , � I I . I I- I �-__ � � � � � � � YSr , SUBMERSIBLE,PUMP ' ''. I I _ .,�' I � " . : � � I I- . I ; I - r � I . � .� I I � ' -- I I i "I I �- -t-7' z . - - . 11 . . � I . . I I � . lx� I I I . 4 4" PVC SDR - MIN. SLOPE I I .� . I //�� , " P4 ,L I I I .r - . � , I %, 2 � .. - . - . 1,I . . . I � . ' I - L w, ; , I � I . - I . � I I ��: ., - r, - . " - . � , I I . 1� . I �i � : - L:' � . Z � 11 T � I � 11 : � . , i - � ___1 '' _ � � - . I � . r. . � I . I r . I `". '\11 I . I �. � , F I ,.� . I . OF THE N. . ,SANITARY CODE I � , 0 I - I I � INLET .I r r I I I I I /i I 1 � "I I . I r I BALL VALVE I � I . : 2"MIN. I , -1 � I I I I I � � . � I "I I . . I I T. i.1 . I- , I . F j OUTLET 4" PVC SDR-35 - �I - .1 � . � I ... � r I I I . I r .�.I.. �:1, , � � : . 1 L I 11 I I I I I , � I I � � � I LIQUID LEVEL I _ I I - , � I r. I r I 1, 11 . - I � 1� . I 1, ,. I . � I ' 1. . .. � . I 1: 11 - . ; � I 3 I . - : . I . 11 , . I . I I � : I I I rL � . . � I I ,, I � I- - I - . � . . I .� - I ; . � . I r . 4 . , . � MIN. SLOPE - � - , I . � _ INSTALL VALVESAND UNIONS : .. :�", �. . � I I., r � I . I I � . -1 ZZ, I . I � � , 11 1.1 I -1 �I .1.1. I'� 1.111111 II.. .1'.. I 1� I I r I . � - �r f - .:�... , 1) , . , � -, I., � �.. 1% �� .I � 1 � . .� - � 11 I - � ,�I I . r L 1, . . I � . , - I I I - I - � m ill PER O -, I , I . . I�, ,� 7 ''.- .*: SUCH THAT EITHER PUMP CAN . :1 -/, , , I '� '.I, r r I.I .� T T2"MIN. DROP ' ,I,'� : � . I.,�. �� � : . 11 11 .1 I . . I . I � , : r - � I - - I - I . I � . . I � 1 ':, - � - , . . . I I , BETWEEN INVERTS " I" � � I I � . I I I . � 2 I . � I . I . I .. A . I I � . . . FOOTJ 4. 16" 18" , . � BE ISOLATED AND REMOVED . . . . I . � . I. �,, ' . � � � � I . I � � . I I ,�,I � .� I I . . I - . I � I . I . I I I .. :� I �� 4 THOLIT REQUIRING PIT ENTRY � . . I I � , , . I . I I I . !.1 � . ,_ ''. � . � �':: 'TTZ" , �I I L I . . . I � I I � � I .� � - 11 I- : I - I I :, � . MIN, .. . � I . W . � . ,� 11 I .:r I �:� . � � � I , , �, , � . .. � � , � I f . , I .. -I I I � . I : %,,4 , - - . I : .. I � . . . I � . I 1 . �1 .. 11 . . � ..'�_ I ,� I ,� �: � � . - . 1 - �r . ' I . I . I I � - I I - , � . : - SLEEVE ., � - I , .. I � 11 . I I � , � I . , � . I .1 r. I . I I . - r�r � ; I . z WATERTIGHT '.' � I r I � . . I - _�_ I ,�Ir I . -, . , - � . I . . �r I I � . I I . - . � L- r . I �l,� - - :1:f� . I I - - ; - , I . � I �� . : -, I I I r;, 'i, I . . . . . I ��I. r � I I . I �, . li� . r - � II i, I I r, I I . .1 I � . . I I . � � I,�, , . I -�,, . - I � ��, 1�1. I . ��_ Z I � l I . � j r. � I . . - of � . AND SEAL (TW) I F_ J_- �. � . I I .1 I . 11 � � 'r .1 I I . I I . . � 11 r , � I � - I . . �I . � . I , ., . I r I I - - . . I � I . T, I I . I � I I r . 11 . - � . I . 01 2!>� i ALARM 6" ABOVE 'PUMP ON'\ -0 I L . r . I . � �_�; I .1 i � I ., . . I I r I 1 . 1� � . I � i � � . '. I I - I�� 1. I � . I L �, - �,;,!I I �1, . 1. I � k I� I 11.� . �. � � . I I ,. I 1. I � � I I. :: , , , I � - � r . ; I . I - � I,� T . . � . I I � I - - � I I - � ; � � �, � - . I - � I I . * C3 2� I I � it . � I � , : , I � I I I - w � . � � '-4 w < -. � . I- . r -' .I . . . ., :. r . I � � I � � - . I . I - . 1 I _ � - I -- W ,� - � . ll FLOAT,SWITCHES - INSTALL INSIDE L r\. - I I I ,r.". I� .I . .�,.� . � �, I� � i � . I - 1, I F I I 1� I � I ,� , � - I I . I . . .. I I 1 , I I ; " � -� . I . . I - __ '� a PUMP ON\��, -- � I -1 I �. �_ I , ,-.r,. - . � I I . I I � . � . � 1 . I -1 . &_4 . I . '. � . I I i' I I I � , - - I I � I—— I r . I , I . � - I � 1 1,250 GALLON-/ .... 8 .--O PUMP PIT IN LOCA11ON ACCESSIBLE � , . I . I �. :� � I . � P4 � . . (a _ I � r I � I . - I I T ,. ; I I . � �, -_ I .I � � I I . � . � . I . � . � I � I WITHOUT PIT ENTRY I I I . I � I f :::,, :r' � I I , � . I . - r I . I T � I . .I I - - I a . . I . . I . " .I I I l- . I I - . I I I . I I . � � I w , . : I �, I I I � I � r . 0 - , -I I . I I . - I . I .11 . . , �, .I ��. , I- I . �� �I . � I � � I 1 1 - I I � -I I I 'I . I I I . I 1� 1 . I I., I : T .1 I 11 . I I I - .4 - I . . _:. I r 11 � . . r I . � .. � � �. � I I T ,� : 1 I ; U) � . I : I ��, � . % � . - . . I I I '. - I 1� .. - . . � 1. � _ I " � I . .1 I . . I I � � " �. . � � . I . r I I WELL LD"ETAIL ' . ' 11 I � L � I I � - -1 , � - . .... ' � . � .. L I "L I 11 * . . I . I 1� �.� � 1. .. - I 1.� � I � I _ ,r I I � - I , � 4 I I . I A � .. . . . I I I I I I I . .:.�, t , - i, - . I . - � � I � . 1 � � I - � . " L I I � �11 I I 1 . . MI , � . - I I I . � � � - - I I . . . - . . CONCRETE SEPTIC TANK .I I . � ___11� '' I I . I - I I r 11 q I PUMP STATION NOTES -'- - � I I � . . I _1 � . � I � , � NTS I r . 1 >_4 - . - I NIMUM �X WDTH . . PUMP OFF\,,��.- :_ � . i 1, I. : � " - MAXIMUM 4X WIDTH . .T . I I .. I I I I I SEAL ALL TANK OPENINGS WATERTIGHT., I . I. � I � . I I I I . 0 __ � g - .. . .1.. . � ! 16' MiN. � � � I I I I I I - . T I�� .,� . I . ,- -1,. I 1. � : . - I � I . . . I I �� I . . . 1. _ r r I . I . I 1, � , Z I w . - I .. . I . I . I � I 1. I .1 I . I I I I � � � � ,, , I I I - . . I . I . � � I . � I I . I . . I ". - �� L I � . -1 � . I I . � . . - . � I I 11 � I I � -. � z . ... 1, � � .�, r, � .. j r I - , .1. i . I I � I * � I , . " - � I I I . . . rr I �� . . I � r � � r � I � I I I I � I . I . u) . 0 z - ; - m. .� .. ,.t:� I"." * . ." � - ,:��.. : ,- .,,;f -,-..%. :;.. ,"".1'.. �� . , 1 . PROVIDE AND INSTALL.,UL LISTED .PACKAGED PUMP CONTROL I 1: .� - � .- � I�� � .. I I . L I I .. . . - I � .1 . - ; . � � I ., . . - . . I � I r � . , : .. . - ��% .....� �'.1:1...4...� . I . , . . ., - . I ... ' I,� L .1 . . I I . � I - .1 .� I I I . . r . � � I . - . . . - I � PLEX, . _'. I I . � r . � I .m i . - . . � . , '�_...' .L�. � - A . ;� -� -�'- I .�, . .� . ., � I PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DU - I . 1, :L , I � . I � �� I � . - � T : I I . . . � I I I I � - r - I . I .1 , . '.-l" .,. .,.. . . _ _ .. . -., , , 1'.� ,.'' ;%. � I I I , . � 1� . � � � 11 ,., : I , , . 1. I � *, _� , I I I � .r I I I i I T I 11 - ! - 1, - . � V : . .. . . ALTERNATING, DEMAND DOSE CONTROl INSIDE HOUSE IN - p, � � '' - I - I . . - � I . I I . "' � I � i . - : � . � I .1 - I , . I � �' r ,: -:,;' � . . 11 I . . I . , -1 . , - - I I ' � - - y r � � T1 .� ,I r � - I , I I .1 .1 . .1, � . . ,� , � I I I I . I : I U �� >� I - . - SEPTIC TANK NOTES - r. i: , . I I I I . I- I ACCESSIBLE LOCATIOl � ,- . 1 . � � I I � r � . I I . . � r. . � I � - � � � � I � . . � - � I . I I . i � � � r ; � 'r . . � - - . SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE , . � . I � � c T . I r . I I - " . � I � I I I I I : E : - ALL UNITS � , � . Ir � I . I - . .. L I I I � I i I � I : I . I . . . HEALTH AND SHALL I I I, r I - . I I . 1 r 11 r r r I � � - I . TROL WRING I TO CONTROLLER W! 1, . ��.� ..� I� . � I . � �; - , - �!, l�. , � I � � . � . I I - � r I rL . � i . w . I I � - DEPARTMENT OF � . . INSTALL POWER & CON TH ,4 : : � I . . 11 I - z - - I . . . I . I 1,000 GALLON ,. � � I. . . I � I . I 1, I .T . I I I� � '. .., � _ � I I . I � I -1 r I . � . a ; I . I . il,i - -.1 . I 'W � . ,., . I L I I . - . I �I- .. I � � I � � � I I, - " iz) I I MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. ALARM �IN HOUSE IN ACCORDANCE MANUFACTURER'S I , '. . � � � . � , I . ,�- . I I I I I . � _ .TH - � 11 I � 11 . I . � �- r I .. I I � 1 11 r I I � I I I I I I f � . I - I I . �� L . � � SEAMLESS PRECAST I � I (N.E.C.) `�. � '. I I I I - I vI '': I.. -,- ,I �i .. I - I : , I . 1. m 0 . . I � :1, � : I INSTRUCT16NS -, AND NATIONAL - ELECTRIC CODE I I I �,, � �. . � - � . I I . � I . I CONCRETE SEP71C TANK I - . I I I . � . -_i . I . I .I . � I I . I I . -4 � . - ALL STRUC11JRES SHALL BE PLACED ON FIRM, COMPACT-SAND OR GRAVEL BASE. 1 . I I , r � : I � _,�, . j t .T I .I . I - I �, �, I 1, : I I & I . - I � , . � REQUIREMENTS. ,- I F I I I . � I . r � , I . � . �� . . I I � . u - I � � I , , . . I I � . - I I � . . � , . I I . . I I r �. I I r I � . 914 � In . cn I ; MERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE I I � I ir I I 1 ,I I I I I. . i I I � � . I 7, 1 1 �. . . . � . I 1�- � I 1� . I i � . 11 �, � I.��_�- . I � I I I I I I � �_ � - I I - . I � � � I. .1 � . �l . - I. , I . �r . . I ,� ,. . I� � I I I. � r I 9 , "I ! I PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. I 1 �, I PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO � � � - . . I�, . .. .1 I I 11 -�, I � �, � � � - I b� . � . I - 1. � � r cq Z _. . I � . . � I r ' T- , I I I 11 . - L ,� - . I . . !'' ,r I - I . I I . � � Ir . '. . . . � I � I : I � . I ,� � I � PROVIDE jl�'58 GALLON DOSE. ,: � %1 , I T, I 1. . 11 � r :_r, , I I I . I � r I . � I - I I ! , _-I , w - II._4 . i - I ; SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY . . � I � .1 ..: - I I .,- �_, I '.� I � I I I �,� � � � 1 2 � . � . . : , � . I . I I . I. . I I - . I ; I : � I � i 3 W-4 , , , . ; I L � I 1, . I - � I . I � I �,;, I * I , r I . . �,� . L . � .� - V. , � ! " - CONSTRUCTION DESIGNED FOR H-20 WHER LOADING. L , . * .1 . . -1 I _ �;,� - . . I . 11 � ; I � � . - I - 4 1 1 � � ., ,�,� I I. . � � I � r :� I I - . . � . � - I f . , I I , I I ., . .� I . . r r I - .1 i ,z U) P4 ') ;4 � . -1. I r . � - � r EFFLUENT PUMP,TO.BE HYDROMA11C PUMP 519283217. MODEL . � � I . , I :, . �, 4" PERFORATED PVC LATERALS . � . � ; � r I I , -!� ; - . � . I . � � I . � I - I . SHEF30AI SUBMERSIBLE EFFLUENT PUMP .33 HP, 115 VOLT, IPH I _: � " -1.r:� : . 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' ' ;L......��--t��,44* i�---:l!1!-;--!i�-"!1!_. � . --.1 ; z i,�., I I � : � WITH 2 , ���..'.*.' ...:,!i i, . . I .-1�11_v ;-r;!Dmf--.!.__- �-.."-..;_�', .-."-/ . . I , ��, - _. -, I � �T:� � � . I ,:. I � I : , �'� ,: , , , , I \�, ��,.:, I .s REMOVE EXISTING I �.� . . .,- . - - .; ; - --ill.' ,,, . I I : " T, . . . � SOILS & FILL, ,:=: I Z......;If i .�. I - _ : - I - � . �� I � - , , - : - -�.!11'�-.,!il--�.11�-r.�II!,��-;,:.-II - � . 1 . . � L I -1 � I . � � - . . r I _T �:,, �I �- � . - . I � . ::---,!I 1 - _ :1 I. 1-1 - , * � � � � . � I I �� . I .. I � -1 __l I a I i:tt - - -� - Hl. J 1 .':. . � I _. :_� - ��: , RATE. SEE NOTE . ....._ lli��.jll__.-� .�....11=1 1_-j : � - - . , - . d 11, �11_1 f:!l 1-A, : , � � , - I .- t. i_-_� i�- -- I � " -, . - � - , . - ,J.; . L i:: i�i ,� d .---t � I I I . .. , . . '' , _!H�I!�Eljl�:--11[11 ; : - -��!w,=...-7:�In! -_-1� - I I I �, t, � I � If I r � ` : I I ;.� � �� , � , . I r .1 I �� - I .. 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