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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 13.07 -1 -28 BOX 6 I IN III I r. IJ Sot j Rev.. 3186, R CATE Thp*s .Tarraccian0 Formed SbbdlvislonName roSS.'Roa ��,LotN 1 Owner /applicant Name o Y • Mpg Address 325 Lexington Avenue zip 10509 Date Permit issues 5/16%86 Mt. Kisco. Separate Sewerage System built by—' Penwood Construction .Corp. Address Box. 211,. Mt. Kisco.: NY 10549 Consisting of Gallon Septic Tank and 400 LF x 21 wide trench Water Supply: Public Supply From Address . or: x Private supply DrNed by D Torlish Address Box 271, Armo NY 10504 Building Type- 1 Family Residence H. Erosion Control Been Completed? Yes Number of Bedrooms 4 Has Garbage Grinder Been Installed? NO Other Requirements : 2' RO$ fill I certify that the system(i) as listed serving the above premises were constructed essentially as shown on the plans of the completed work ( copies of which are attached), and in accordance with the standards, rules and regulations, in accordance with the filed plan, and the permit issued by the Putnam County Department Of Health. Date "*� - Certified by P.E. X_ R.A. Address Cashin Associates P.C. Rt ZICense No. 26009 Any person occupying premises served by the, above system($) shall promptly take such'action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate. sewerage system shall become null and void as soon as a pubs'. sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public .water supply becomes available.' Such approvals are subject to modification or change when, in the judgment of the Commissioner of H ", such revocation, modification or change Is necessary. Date / ranc 4 _ ZZ Title WL'LL %,Vl'lr LP�11VL7 L %"L VL%1 Office Use only ry .e DEPARTMENT OF HEALTH Division Of Environmental Health Services N O4 PUTNAM COUNTY DEPARTMENT OF HEALTH WELL LOCATION'.rt;��°:' STREET ADDRESS: =NIVILLAWyly TAX GRID NUMflER: "% WELL OWNER _ NAME,, _ ADDRESS: Avy r'' � - s'- � . ) 7 kj t. ❑ PR IVATE ❑ PUBLIC USE OF WELL ;RESIDENTIAL ❑ PUBLIC SUPPLY ❑ AIR/ ONO./HEAT PUMP ❑ ABANDONED 1 - primary ❑ BUSINESS ❑ FARM ❑ TEST /OBSERVATION ❑ OTHER (specify) 2 - secondary O INDUSTRIAL ❑ INSTITUTIONAL ❑ STAND -BY p MOUNT OF USE YIELD SOUGHT gpm. /N0. PEOPLE SERVED — /EST. OF DAILY USAGE gal. REASON FOR NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY ❑ TEST /OBSERVATION DRILLING ❑ REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL DEPTH DATA WELL DEPTH �� ft. STATIC WATER LEVEL �� ft. DATE MEASURED DRILLING ❑ ROTARY ,'COMPRESSED AIR PERCUSSION ❑ DUG EQUIPMENT O WELL POINT ❑ CABLE PERCUSSION ❑ OTHER (specify): WELL TYPE 0 SCREENED ❑ OPEN END CASING. OPEN HOLE IN BEDROCK ❑ OTHER TOTAL LENGTH S fL MATERIALS. ' ' STEEL ❑ PLASTIC ❑ OTHER CASING LENGTH.BELOW GRADE : ft. JOINTS: ❑,WELDED JN THREADED ❑ OTHER DIAMETER in. SEAL:`: CEMENT GROUT ❑ BENTONITE ❑OTHER DETAILS WEIGHT PER FOOT 17— 1b./ft. DRIVE SHOE ❑ YES 'p NO I LINER: 0 YES ❑ NO SCREEN DIAMETER (in) 'SLOT SIZE LENGTH (it) DEPTH TO SCREEN (ft) DEVELOPED? FIRST ❑ YES o NO DETAILS SECOND HOURS GRAVEL PACK ❑ YES GRAVEL DIAMETER TOP BOTTOM O NO SIZE.. OF PACK in. DEPTH f . DEPTH it. WELL YIELD TEST pumping If detailed It more detailed formation descriptions or sieve analyses �I�LL LOG are available, please attach. METHOD: ❑ PUMPED i tests were done is in- °COMPRESSED AIR , formation attached? DEPTH FROM SURFACE water Bear- Well Oia' FORMATION O BAILED ❑OTHER ❑YES ❑ NO ing In' DESCRIPTION COtIE, ft. It WELL DEPTH ft. DURATION hr. min. DRAWOOWN ft. YIELD gpm. Lafid jj V: y 1 'W9 - ;,y C�, WATER ❑ CLEAR TEMP. QUALITY ❑ CLOUDY HARDNESS ❑ COLORED ANALYZED? OYES ONO ANALYSIS ATTACHED? ❑ YES ❑ NO STORAGE TANK.- 7! f P E tVY& jC / fq& . CAPACITY WA GAL. PUMP IMFORMATION CAPACITY WELL DRILLER NAME LAKELR -- DEPTH Ao,O,Rf�i sS SlGfnMRE VOLTAGE HP af� J f ?;�% �y� r��r' s<:l Lj e PUTNAM COUNTY DEPARZi OU OF HEALZH DIVISION OF ENVIRONMENTAL HEALTH SERVICES THOMAS A. TARRACCIAKO � 4.7 `-ZS Owner or'Purchaser of Building Section Block Lot PeN w OO D CON S-1- kU CTI O N CMR Building Constructed by SONNET CANE Location - Street FAITER-SONI �_y C2565 Municipality Building Type FIle mAP #. lo) .IA C RO 5S RA DS Subdivision Name Subdivision Lot # GUARA = OF SUBSURFACE SEWAGE DISPOSAL. SYSTEM I represent that I am wholly and completely responsible for .the location, workmanship, material, construction and drainage of, the sewage disposal system serving the above described property, and that it -has --been eonstructed,as shown on the approved plan or approved amendment thereto, and. : in accordance with the standards,, 'rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs _or; assigns,, to place in-good operating condition any part of said system constructed by me which. fails to operate for a period of two years immediately following the, date of .approval of the "Certificate of Construction Compliance" for the sewage disposal system, or any .repairs made by me to such system, except where the failure to operate. properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Director of the Division of Environmental Health Services of the Putnam County Department of Health as to whether or not the failure of the system to operate was caused by, the willful or negligent act of the occupant:�of the-building utilizing the system. e, . Dated this. 5 i� day of -TAN, 19 `31 kVIC ress - rev. 9/85 ` mk Signature Title -M--- 1; C4� Corporation Name of Coro.) Address -- Yorktown Medical Laboratory, Inc. 321 Kear Street • Yoiktown Heights, N. Y: 10598 . (914x24S.3203 Director: Albert H. Padovani AL T.IASCP) r-- 1 �kv� m AQZv V V1D Q c - t�Zr,0 lr,,, y LAB I MK.002727 Co11ect3-on Station Used: Carmel Peekskill _ Mt. Kisc_ o. New City _ Date Taken:. fi Date Received :,9-10 - Date Reported: - Collected By: Vj 0R1,. \Sj1 Referred By: Sample Source: LABb RATORY REPORT OH`BACTERIOLOGICAL QUALITY OF WATER GENERAL BACTERIA Standard Plate Count per 1.0 ml (Agar plate @ 35 °C) MEMBRANE FILTRATION TECHNIQUE (MFT) Total Coliform.oer 100 ml Fecal Coliform per 100 ml Fecal Streptococcus per 100 ml YOST PROBABLE NUMBFP TECHNIQUF. (MPN) Total Coliform: MPN Index. per. 100 ml Fecal Coliform: OTHER ANALYSES MPN Index per 100 ml THESE RESULTS INDICATE THAT THE WATER SAMPLE C (WAS (WAS NOT) (NO"T APPLICABLE) OF A SATISFACTORY SANITARY QUALITY ACCORDING 0 E NEW YORK STATE DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. -, 14j, Albert H. Padovani, W.T. . (ASCP), Director LEGEND RDS n Recommend Disinfect- ing Water Source < ■ less than THTC -. Too Numerous Too Count owl L ANA" �,(.:��..- Q�. -5z OA -•- -------- 'I- 10 66iso: 12, - 60 VD el Z -30) oS f. 1. �d (4t I ki I I\ �c 18"13/1992 11:11 FR TO 2778274 =1.1011101M Ir M®R P.02 CWM'S NAME Thomas Tarracciano PEW 802- 879 -1583 SITE 10MION Sonnet Lane, Town of Patterson 1 -7 -7.5 MAUJIM AMMS c /o-Cashin Associates, P.C. Route 22 Brewster, NY 10509 PE RSW INTERV13JED N/A pCHD CaqAaint # N/A . Name & Relationship U.e, owner,tenant, etc.) MM N/A TYPE FACILITY N/A PRpFMED INSTALLER to be determined PIi= Proposal -( include sketch locating all adjacent wells),-' ells ) NO'T'E: Repair must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal fran licensed professional engineer or registered architect. repair is for elimination of existina 900 aallon drvwell which presentl*v 6ccommodate flow from basement bathroom, washer and slop sink. Proposal is to install simplex pump pit with 1/3 HP submersible um p, 2 ".forcemain, distribution box w /baffel and connect same to existing septic tank. iYMI SEE SKETCH proposal apprwga s with the Proposal Disapproved tions: z� 1. k==ement or any wcwn pe =t, it appiicanle. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name. b Site Street Name, Town and Tax Map number. c. Location of installer) ccuponents tied to two fixed points (e.g. ,house corners). d. System description (e.g., 1250 gal. concrete septic tank, three precast 6' diam. x 6' dee dzywells surrounded by one foot + gravel). exisrir�`co il�tau. ► ew PUMP -) Gg H AOO 5 RLax qG GCtJLo W54311P PUMP ALA^ eg 5Q-lsL.. 5-xtStl Cam= M �•TIo� CsE� t�f�,l�� T�►J K � I �L , I It � � is �r� l� iJo2r'f -I tx� W� E�Ir1�Na.-rior�� ol''liv t K�TNI.tJ C49HINI A,�Wt6 FD- & X22 v r> EP" t,, f 105oq . L APPLICATIONS For Homes Farms Trailer courts Motels Schools Sewage systems . Hospitals Industry Dewatering anywhere waste or drainage must be disposed of quickly, quietly and efficiently. SPECIFICATIONS Pump: Solids Handling Capabilities: 2" maximum Capacities: Up to 180 GPM Total Heads: Up t649 feet TDH . Discharge types available: ' 2" NPT threaded casing... 2" NPT threaded companion flange - "BF ". or. "BHF "units. Optional 3" NPT'threaded,:..:• companion flange "BHF" units, niust order (A1 -3) companion flange jseparately.. Mechanical Seal. Carbon rotary/ ceramic stationary;.; 300 series stainless steel metal parts, BUNA -N elastomers. Temperature: 160 °F (71-C) .. maximum Fasteners 300 series stainless steel. Capable of running dry without damage to components. Motor. Single Phase: 1/3 -'h HP 115V or 230V, 60 Hz, 1750 RPM; 3/ -1 HP 230V, 60 Hz, 1750 RPM; 1 HP, 230V, 60 Hz, 3500 RPM. Built in overload with automatic reset Three Phase: 1/2 -1 HP 208/230 - 460V, 60 Hz, 1750 RPM; 1 HP 208/230 -460V, 60 Hz, 3500 RPM. Overload protection must be provided in starter unit Shaft Threaded 400 series stainless steel. Bearings: Ball bearings — upper and lower. Power Cord: 15' standard (optional lengths available). Single Phase: 1/3 -1/2 HP, 16/3. SJTO with three prong plug; 3/a and 1 FIR 14/3 STO with bare leads. Three Phase: 1/2 -1 HP 14/4 STO with bare leads. Goulds Submersible Sew-age Pumps 1751914 M. FEATURES Impeller. Cast iron — semi -open, non -clog with pump -out vanes for mechanical seal pro- tection. Balanced for smooth operation. Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge adaptable for slide rail systems. Mechanical Seal: Ceramic vs carbon sealing faces, stainless steel metal parts, Buna N elastomers. Shaft: Corrosion resistant stainless steel. Threaded design. Locknut on three phase models to guard against component damage on accidental reverse rotation. Motor. Fully submerged in high grade turbine oil for On CSA listed models: 20' length lubrication and efficient heat SJTW or STW are standard.: .:.: ;: transfer. Designed for continous operation. All ratings are within the working limits of the motor. Bearings: Upper and lower heavy duty ball bearings construction.; Power Cable:: Severe duty` rated, oil and water resistant.; $, Epoxy seal on motor -end provides secondary moisture barrier in case of outer jacket damage and to prevent oil wicking. have O -Ring: Assures positive sealing against contaminants and oil leakage. 2" Companion Flange. ©1985 Goulds Pumos. Inc. Effective January 15, 1985 4 Goulds Submersible J- f 5 Sewage Pumps "BF" and "BHF" Models —'B" Models MODEL 3887 FEATURES:. PERFORMANCE RATINGS 1 All Iron Construction 5 Epoxy Sealed Cable 8 Ejector Vanes In Gallons Pef Mlflute 2 All Ball Bearing 6 High Grade Turbine Oil 9 Multi -Vane Non -Clog WS05118,BF Heavy Duty Design 7 Electrocoat Paint Cast Iron Impeller Series S0512B;BF WS0712B,BF WS10128,BF WS10128H,BHF 3 Stainless Steel Shaft Outside &.Inside Ho. WS0311B,BF WS0532B,BF WS0732B,BF WS10328,BF WS1032BH,BHF. 4 Mechanical Seam ' WS0312B.BF WS0534B.BF WS0734B.BF WS10348,BF WS1034BH,BHF MODELS RPM ..' i75o 3500 5 .108 ., . 150 170 Max. _ d 103 82� .. 126 150 170 168 Series HP Volts Phase Amps: RPM Solids Wt: 3 15 30 94 125 150 150 WS0311B;BF -' /o -. W115 "' 1 9.8 = 20 25. 56 17 90 49 121' 81 128 107 WS03128,BF ..:: ,,. 230 ..: 4.9 WS05118.BF 115 f `:` 13.0 = 30. 14 40 86 WS05128.BF r 230 6.5 ... 35 10 64 WS05328,BF 208/230 3 3.3 :. 40 44 WS05348,BF 460 ::1.65 1750 45 24 WS0712B,BF 230 1 6.0..: 2° WS07328,BF -:.: '/. 208/230 3 3.6 WS07348.BF :' 460 23G 9 ws1032B,eF 208/230 3 5.8' ; D.IMEN810NS (IN INCHES) WS10348,BF _.460 s 29`. WS1012BH BHF 1 230 1 110 .WS10328H BHI= : ; 208/230,: 3 Z0 3500 P WS10348H BHF 460 3 5 , SIMPLEX &. DUPLEX SYSTEMS Simplex drain facilities are below ed where dram facilities are below exisring. ao sewer lines. Also can be used for septic_ PR � ,«: PRECAST DISTRIBUTION BOX. DB - 5 W /BAFFLE -T r� = 15 %" 1 , 1 1 �. • I 1 I I 1 1 _J 5, 5" DIA. OUTLETS 3, 5" DIA. INLETS 2" WALLS 2" .p i4% :a 6 R $., �2" SPECIFICATIONS CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. @ 28 DAYS STEEL REINFORCEMENT -ASTM A -615 GR. 60, A -185, OR A -497, 1" MIN. COVER DESIGN LOADING - LIGHT DUTY 0 1990 ROTONDO & SONS, INC. i A .o PRECAST PUMP CHAMBER _ & OTONDO SONS, INC. PC 3.x Q PRECAST CONCRETE PRODUCTS I Al : 1 t 1 w> x vets xr+ r i a PRECAST PUMP CHAMBER PC 3 x 3 Frr 3' -0" I I I I 3'—Cr I I1 4' -0" L PLAN VIEW 6" 1E HEIGHT RIABLE I- -16' CROSS SECTION VIEW Inside height and roof, floor and side wall openings as specified Maximum inside height for 2 piece pump chamber 8'— 0" Maximum height of each additional piece 4' -0 ". Capacity -67 gallons per I foot of liquid I r 6" WALLS 1 1 1 1 I I I I 1 I I I I I I I I 1 1 RIGHT SIDE VIEW 0) e6LDIAj i r4 r-woj P1 96 o SPECIFICATIONS CONCRETE MINIMUM STRENGTH — 5,000 P.S.I. @ 28 DAYS .STEEL REINFORCEMENT— ASTM A -615 GR. 60, A -185, OR A -497, 1" MIN. COVER DESIGN LOADING — AASHTO HS20 -44 EARTH COVER — 0 TO 5 FEET a WATER TABLE — 31/2 FEET BELOW FINISHED GRADE CONSTRUCTION JOINT — SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT 0 1990 ROTONnO R SONS. INr. �I DEPARTMENT OF HEALTH Division Of Environmental Health Services Geneva Road, Brewster, New York 10509 (914) 278 -6130 TELECOPY COVER SHEET DATE: TO: �t`�/e- �o o10 o FAY f / '"f ,6 "- '�' cT 0q FROM: PUTNAM COUNTY DEPARTMENT OF HEALTH FAX # 9I4- 278 -6085 ENVIRONMENTAL HEALTH SERVICES GENEVA ROAD, ROUTE 312 BREWSTER, NY 10509 ATTENTION: NUMBER OF PAGES TRANSMITTED (Including cover sheet): / NOTES/MESSAGES: JWN URQL Jr, P.B, US Public ibskh tlkmuw Q ea G C In the event of transmission /reception difficulties, please contact .7- 7g' —a/jS our office at 914 -278 -6130. 6 g' , o DEPARTMENT OF HEALTH Division Of Environmental Health Services Geneva Road, Brewster, New York 10509 (914) 278 -6130 TELECOPY COVER SHEET DATE: TO: �t`�/e- �o o10 o FAY f / '"f ,6 "- '�' cT 0q FROM: PUTNAM COUNTY DEPARTMENT OF HEALTH FAX # 9I4- 278 -6085 ENVIRONMENTAL HEALTH SERVICES GENEVA ROAD, ROUTE 312 BREWSTER, NY 10509 ATTENTION: NUMBER OF PAGES TRANSMITTED (Including cover sheet): / NOTES/MESSAGES: JWN URQL Jr, P.B, US Public ibskh tlkmuw Q ea G C In the event of transmission /reception difficulties, please contact .7- 7g' —a/jS our office at 914 -278 -6130. 6 g' d 18i13i1992 11:11 ;FROM TO 2778274 P.02 r s r - -t . ��+- CWHMIS NAIL Thomas Tarracciano PH= 802- 879 -1583 SITE ElJ 10N Sonnet Lane, Town of Patterson.: 1 -7 -7.5 MAILING ADUMS c/o 'Cashin Associates, P.C. Route 22 Brewster, NY 10509 PEPSW INMMMEM N/A pCHD CCUpUint # N/A Name & Relationship (i.e, ciwner,tenant, etc.) LY�'L'E N A TYPE FACILITY N/A Pf�QP06ED INSTAL= to be determined PH= Pr�Sal (include sketch locating all adjacent wells): N=: Repair must be in same location and of same type as original sewaige disposal system. Different location may require submittal of proposal from licensed professional engineer or registered architect. repair is for elimination of existina 900 aallon drvwell which oresentlw Accommodate flow from basement bathroom, washer and slop sink. Proposal is.to install simplex pump pit with 1/3 HP submersible Bump, 2 ". forcema.i.ni. distribution box w /baffel and connect same to existing septic tank. SEE SKETCH Yr� 1 Proposal approved Proposal Disapproved �Q 2 J Inspector t s Signature & ' ' ' e � pg a. Owner's name. b. Site Street Name, Town and _ cate showing: Tax Map number. c. Locution of installed. components tied to two d. System description (e.g., 1250 gal. concrete drywells surrounded by one foot + gravel). fixed points (e.g.,hcuse corners). septic tank, three precast 6' diem. x 6' dee tJaerH Ate, �xa-no� r_�e�w�(To r� Per— Per 3X3' -� W /Acc-r-� M.H. -TD _ l C -gPcr-- A00 SIHA.c-C GcULo W5o5ii& PjmP PIFC SjS3IM �AV NV�q L r=\/eL + �- M �I•k 2 �=— N1 �, � � \ A�X! Maw � � /►�°Ffl.� TAo K � LoGxTiorj � I r-l�'( W�Lt- ELI M�NaTlo�� Ti�ot�v t K4T -II.rJ CHI N A-5<-o4-r-,5 RD, 67 FR . 2� I2 y/ 1/ LA Lil l \J 1 `� I 105n q 10/13/1992 11 11 FROM TO 2778274 Ir /• �• :ice• • .'71' - 'III 1� P.02 y� OWMIS NAME Thomas Tarracciano PEW 802- 879 -1583 SI'Z'E ID=ION Sonnet Lane, Town of Patterson '! # 1 -7 -7.5 MAIL MC ADDRESS c/o -Cashin Associates, P.C. Route 22 Brewster, NY 10509 PERSON INMM VIES N/A pCW Ca% aint # N/A Name & Relationship U.e, cwmer, tenant, etc.) L>A1E N/A TYPE FACII= N/A PRpEMED IWTALLM to be determined PS= (include sketch lomting all adjacent wells) : NOTE: Repaix must be in same location and of same type as original sewage disposal system. Different location may require submittal of proposal frm licensed professional engineer or registered architect. repair is for elimination of existing 900 gallon drywell which presently accommodate flow from basement bathroom, washer and slop sink. Proposal is.to install simplex pump pit with 1/3 HP submersible pump, 2 ".forcemain, distribution box w /baffel and connect same to existing septic tank. SEE SKETCH Proposal approved Proposal Disapproved Inspector's Signature & -2ftle � a. owner's name. b. Site Street Name, Tbwn and 'tax Map number. C. Location of installed components tied to two d. System description (e.g., 1250 gal. concrete drywells surrounded by one foot + gravel). sate showing: fixed points (e.g.,hcuse corners). septic tank, three precast 6' di.am. x 6' dee 4 "CTt� PIF XIM� F IS -I _ 1� 5OOQ�� _ ► rlc2r-N INs-aLL tJ�-I1 pJMP Per— °Rac -AGr ?;--3, w /ate ---s M. H. -tv C-9Pcr-- A00 SIHF%EX C-cJL, J503++3 PurMP Sz'S•�^^ 'AV H q-Y Wal- EuMIK16TI00) IJ" F,ef,: �Ilicrl�S � KDdl�l -�Et� C'�Hi�1 A��VS�S (ZD RT� 22 1 J\( loll APPILICATIONS�. For Homes Farms Trailer courts Motels Schools Sewage systems Hospitals Industry Dewatering anywhere waste or drainage must be disposed of quickly, quietly and efficiently. SPECIFICATIONS. Pump: Solids Handling Capabilities::,.'. 2" maximum,, Capacities: Up to 180* GPM. Total Heads: Up to 49 feet TDH Discharge types available: 2" NPT th re,adeo casing .,: 2" NPT thr6aded-c6m';panion '*-'..-.-.. - flange "BF" or. -"BH F99 unit -.Optional 3".- NPT 'threaded ..,,companion flange 77. "W or "BHF" units, must.or er i compahibrl'iarb e.separately Mechani cal,S e6l -Carbon rotary/*'. ceramic stationary,, $00 series stainless steel metal p6irts,`:*:,.,-.._1 BU NA-N elastomers.,,. Temperature: 160OF(710C) maximum.. Fasteners:. 300 series stain ess steel. Capable of running dry without damage to components. @1985 Goulds Pumps, Inc. Goulds 1^1 �Dubmersrjble sewage Pumps 1 MODEL 3887 Motor: Bearings: Upper and lower Single Phase: 1/3-1/2 HP 115V.or FEATURES 230V, 60 Hz, 1750 RPM; 3/4-1 HP Impeller. Cast iron —semi 230V, 60 Hz, 1750 RPM; 1 HP, -open,. non-clog with pump-out. 230V, 60 Hz, 3500 RPM. Built in vanes for mechanical seal pro- overload with automatic reset : tection. Balanced for smooth Three Phase: 1/2-1 HP 208/230- operation. 460V, 60 Hz, 1750 RPM; 1 HP � Casing: Cast iron volute type 208/230-460V, 60 Hz, 3500 RPM. for maximum efficiency. 2" NPT Overload protection must be discharge adaptable for slide rail provided in starter unit systems. Shaft Threaded 400 series Mechanical Seal: Ceramic vs stainless steel. carbon sealing faces, stainless Bearings: Ball bearings —upper steel metal parts, Buna N and lower. elastomers. Power Cord: 15' standard (optional, Shaft: Corrosion resistant lengths available). stainless steel. Threaded design. Single Phase: 1/3-1/2 HP, 16/3 Locknut on three phase.models to SJTO with three prong plug; 3/4 and guard against component damage 1 HP, 14/3 STO with bare leads. on accidental reverse rotation.', Three Phase: 1/2-1 HP 14/4 STO Motor: Fully submerged in with bare leads. high grade turbine oil for On CSA listed models: 20' length lubrication and efficient heat SJTW or STW are standard.:,..: transfer. Designed for continous operation. All ratings are within the working limits of the motor. Effective January 15, 1985 Bearings: Upper and lower heavy duty ball bearings construction. Power Cable:'Severe duty rated, oil and water resistant....,,-.' Epoxy seal on motor -end provides secondary moisture barrier in case of outer jacket,. damage and to prevent oil :wicking. "BF" "BHF" Models have 0-Ring: Assures positive and 2" Companion Flange. sealing against contaminants and oil leakage. Effective January 15, 1985 "BF "and "BHF" Models — "B" Models 3887 FEATURES_.:`.. PERFORMANCE RATINGS : 1 All Iron Construction 5 Epoxy Sealed Cable 8 Ejector Vanes. In 13311ons Per Minute 2 All Ball Bearing 6 High Grade Turbine Oil 9 Multi -Vane Non -Clog . WS05111B,BF Heavy Duty Design 7 Electrocoat Paint Cast Iron Impeller Series S0512B;BF WS0712B,BF WS1012B,BF WS1012BH,BHF 3 Stainless Steel Shaft Outside &.Inside No. WS0311B;BF WS053213,BF WS0732B,BF WS1032B,BF WS1032BH,BHF. 4 Mechanical Seaf'. �- WS0312B.BF WS0534B.BF WS0734B.BF WS1034B,BF S1034BH,BHF MODELS RPM ► .1750. 3500 5 108 -` 150 _ 170 Max. 10— 126 150 170 168 Series . HP Volts Phase,.', Amps. RPM Solids Wt. . z.. 3 15 30 ; : • :.94 125 150 .` 150 WS0311B3BF y3 X115 9.8 s 20 56 90 121 128 WS03128 BF 230 1 4.9' . 25 17 49 81 107 40 86 WS0511B BF 115, 13.0 .. _ 30 14 WS05128 BF 35 10 6A WS0532B BF /: 208/230. 3:3' ; 65 ''. 40 44 WS05346 BF 460 3 1.65 1750 45 24 WS07128 BF : 230 1 ., 6.0 2,. - K WS07328 BF '/� 2081230_ `' 3.6 3 WS07348 BF ": 460 1:8: W$10128 6F ti 230 " is :::' - ,.. 9.0:. ws1o32BBF 208/230. 3 : 58 : DIMENSIONS (IN INCHES) WS10MB BF .460 2.9`.. ';WS1012BH BHF 1 230 1 ; ' 110 WS103261-1 BW. e' 208/230_x, 70 3500 W610346HBHF 460 r 12'fz x SIMPLEX &DUPLEX SYSTEMS 53/4 , T :r . I.�t Jyp' 114 R tatlo Simplex Ejector-Systemw:are used where drain facilities are below existing ,? ` A'at $ sewer lines. Also'can:be'used for septic: tank applications where effluent must be pumped away from tank for disposal.f 4 ° S ~ M Kick Back Duplex Ejector Systems: offer the A' All models are 173/." except �/4 HP 10 and 1 HP.1 = 203/4 necessary safety required by institutions which cannot afford an interruption in i. their sewage disposal systems. Dimensions are approximate: Do not use for.construction purposes. Available Certifications: SA Canadian Standards Association. Pennsylvania Bureau of Mines for non -face applications— BOTE 91. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. PRECAST DISTRIBUTION BOX. DB - 5 W /BAFFLE �30Ys fir` + ='1 — — — — — — , � 1 L 71.4 5, 5" DIA. OUTLETS ----t2" SPECIFICATIONS 3, 5" DIA. INLETS CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. @ 28 DAYS STEEL REINFORCEMENT -ASTM A -615 GR. 60, A -185, OR A -497, 1" MIN. COVER DESIGN LOADING - LIGHT DUTY © 1990 ROTONDO & SONS, INC. 2" WALLS 2" .y � r 8 ----t2" SPECIFICATIONS 3, 5" DIA. 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BOX 21 O',..TE'LFbRb', PA 'I 8969 /TEL: (215).257-8081 -*.(800) 523-2273 ` .I ........ -, ' . ....... -, -, :.. -'.� .. . . . . . .;_ ... 51 CHURCH M,� FREDERICKSBURG, VA 22401 /TEL: (703) 898-6300 ' .. . . . . '-' ... 15 MASSAPONAX .1 .. . _ . . . .L .. I , . , . .. - L � . . . . �- . I . I . , . I . . . . . . . .. .r r ; i 7 . <, ^F: ': t. - 1 `- t, r } ,7t , .x:r d ,Y :�. _ t a '� t y' ' I. i,i r r V Y , ir, T 6SA i i. - } ti 9.. _ rr c. F 5 t r r l aY 4 i 5 Al - t �, - .. ..k ., r . 2tiYj 3 .. t+ r W, ? t 1 SY 7 } � � � .1 I . �g " . , ;,�T,! - !. , , , " . .. - . � :, : , . ' � . 2 - : � -, ,t::i`', � , .--. �'I - � . 1, .�. .. . I � � � 4 e h f. " F A[s 5 Iv. y> t! . r 4 { 3L a r vu:i1 + `\ , i , + �j "i f 4 A �! Y } . r,., r .t Y. . . 1. Y` A T V N }' . l .. 7 �' .-L 3 f i' `�' i i x 4\ y 7, :.,� \ 75 \ 3 AA �I' - -,^3� tt r �• .fit ti r , ;7i :-� tl/ ".a \ 1. �'+4 ,i4 -yr}i Gw 1p i v'R ('` h.� rs ! _ i `0�� `f �t �O y Y �.. t 4� 4` } t il 11 f f{ t Y ti v °S x i. 14 _V t �z, ?--v 5k 4 'r t.[i, } 7 .. ! Z S �^ J' { T4 k { syt t E,� u [ f. a a 4 t r ,sa Y,c'. [ y� r ; '� j : , x : [ ,�. [ . t a. ,a t 1+ 1 t t t '`�. �. 1 Y?,. ✓' r s kf t "�-Y .} ? ,ui .t a.,�M,`'s, ? v n•. ""c vv 1'7ri. N. r 7 1 ..� -i r 5 7. 'k r i Y i �f ''' "a 1 d� .. , t ! ,, r.F :'' ( t (- - /'` �, 1 -: / Y r //�+' pr- y ri.+ 1 `4Y T'� t m V^o fcyx t�,�4 yr 3 ��� 7 1��, lJ�.+t 1. ,;t } 4 z, J$ pct i �,� _ r t q :'�,3' 1 w 7 t r a x C c {\ - 4 3 ''Z s r t Z. ' i 3. . r ? , 4X J - y ! "ti.. . .WSJ 1 �1t f. . - : Inside heigh4 and roof, floor and side wall openings a "s specified t t x r Y, ; " i . ?,5. _ t f Y 7: - 1. � :'�'...�. . �.: -..,. - P.O. BOX 1217, AVON, . CT "06001: L TEL:: (203) 673 -3291 (800) 225 - 1457" - 41 ALMEIDA RD., REHOBOTH; MA 02769 / TEL: (508) 336 -7600 :i . P.O. BOX 21A; TELFORD, PA. 8969 / TEL:'(215) 257 - 8081 (800) 523 -2273 5115 MASSAPONAX CHURCH RD.; FREDERICKSBURG, VA 22401 /TEL: (703) 898 -6300 1. PRECAST PUMP CHAMBER PC 3 x .3 a' -W I I 3' -0" I I I 4'1 -0" L - - - - j _L PLAN VIEW 6" INSIDE HEIGHT VARIABLE i CROSS SECTION VIEW Inside height and roof, floor and side wall openings as specified Maximum inside height for 2 piece pump chamber 8'— 0" Maximum height of each additional piece 4' -0" Capacity— 67 gallons per 1 foot of liquid �j 6" WALLS I I I ' I I I I I I I 1 I 1 I I I 1 1 I I L____ J RIGHT SIDE VIEW (� k��(6rkT PAR (';-IEt✓D Gd NDIrf1NS /' dir _0►' IffiN.Oe fL6W I�3 r olaj �tP SPECIFICATIONS CONCRETE MINIMUM STRENGTH - 5,000 P.S.I. @ 28 DAYS STEEL REINFORCEMENT -ASTM A -615 GR. 60, A -185, OR A -497, 1" MIN. COVER DESIGN LOADING - AASHTO HS20 -44 EARTH COVER - 0 TO 5 FEET WATER TABLE - 31/2 FEET BELOW FINISHED GRADE CONSTRUCTION JOINT- SEALED WITH 1" DIA. BUTYL RUBBER OR EQUIVALENT © 1990 ROTONDO & SONS, INC. n.y. a� DEPARTN ENT OF HEALTH Division Of Environmental Health Services Geneva Road, Brewster, New York 10509 (914) 278 -6130 TELECOPY COVER SHEET DATE : 5 c TO: I F A x FROM: PITNAM COUNTY DEPARTMENT OF HEALTH EIVIRONMENTAL HEALTH SERVICES GNEVA ROAD, ROUTE 312 BIEWSTER, NY 10509 FAX # 914- 278 -6085 ATTENT ION : "j NUMBER OF PAGES TRANSMITTED (Including cover sheet): JOHN KARELL Jr, P.E. US Public Hulth aincwr NOTES /,,S SAGES :c' r In t b eevent of transmission /reception difficulties, please contact our o Bice at 9 14- 278 - 6130. r In t b eevent of transmission /reception difficulties, please contact our o Bice at 9 14- 278 - 6130. . ,•,nr-�:n.•- -- ^- --;':- - -°-� -t ..•- .•t•,r --^ . �--;,.= ,.p"'�^.� -:.s .. *-r:>s -R• .. t � ..s"'."; " °'- 5r�ic°a-+'"' —t ��''. "'..".q' 77 `- .'S ,t ff s ENGINEER TO 'PROVIDE PERMIT # i� PUTNAM COUNTY DEPARTMENT OF HEALTH..= oN -CERT FICAIL of coMP� a c Division of : Environmental Heal ;h Services, Carmel N.. Y '10512 PERMIT . # CONST ucil to PERMIT, POR SEWAGE:: DISPOSAL SYSTEM' .Patterson Town o► Villag e Located at Sonnet' Lane . Tax neap 1, aio�k 7.,• , �t 7 . 5. Subdivision CroSS :Roads subs. wt, s ' 1 -Renewal _❑ . Revision'_❑ . Thomas Tarracciano, 325:•Lex, ve: Owner /Address A y,Mt" KlscO Date Of Previous Approval Building Type 1- family residence 'Lot Area 40,,846.1' 71 S ..`+ Fill §eoticn only' Number of Bedrooms Design Flow G /P /D _ :till PW- H D. Notification Required' Separate Sewerage System to consist of IM0 TWO Gala Septic Tank and _3W L. F. 2'wide trench To be constructed by TO be determined Address Water Supply: Public 'Supply From x Private Supply to be drilled by TO •be determined Address Other Requirements 2' R.O.B. fill I represent that I am wholly and completely responsible for the design and location of the ,proposed system(s); j) that the separate sewage, disposal system above described will be constructed as shown on the approved.amendment there to and in accordance with the standards, rules an regulations o e u nam County Department oi. Health, ,and tnat'on completion thereof a - certificate of Construction ,Compliance" satisfactory' to the Commissioner of Healthwill be submitted t.o the' Department, and a written guarantee will be turnished.the owner, his -successors,'heirs or assigns by the builder. that said. uildei will place in good operating condition any part of said sewage disposal, iystem. during the per ;od of two (2) •years immediately following thedate'of the issu- ance of the approval of the Certificate of. Construction `Compliance.o+• the original system or any,repairs4hereto; 2) that the drilled well described above will be located.as shown on the approved plan and that said well will.be'installed in accordance with the standards,' rules and regu ons of the ' Putnam county DepartQme�n,t ,o+. Heal/t�h. CASHIN ASSOCIATES � P C. �1C7 A'C'C ti, P -E: X_ R.A. Date Signed . ��Addiess 37 Fair -Sio Carm N.Y. 10512 License No. 26008 4Y .`:APPROVED FOR ONSTRUCTION. This approval expires on yea from t date issued unle construction of the building has been undertaken and is '' revocable for taus or, may be a nded or modified when con's ere necessar th ner of Health. Any change or alteration of construc on requires a new r it pro d for disposal of domestic it y sewbg , n or p ry e ter supply' only. Date By Title _. Rev_.- 6/85. _ . _ y P[TMM COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONMENTAL HEALTH'SERVICES INDIVIDUAL WATER SUPPLY SUBSURFACE SEWAGE DISPOSAL SYSTEMS FMD INSPECTION REPORT , -r DATE: INSP. BY: (Name of Owner) (Street Location3 -.INITIAL SITE INSPECTION YES NO COMMENTS Wetlands on /or proximate to property.. Property lines or corners found....... ' can estimate house location....... Willdriveway need cut ............................. Must trees be removed - note these................. Deep holes representative of entire SDS area...... Additional deep holes needed ...................... Sufficient SDS area available considering driveway cut, house location, separation distances,ete... Adjacent wells /septics ................... ........ Access to arocosed well location for drillincr..... D. H. 1 Lot Depth to G.W. Depth to rock Soil Description 0 ft. —1 3 ft. 6 ft. 9 ft., 12 ft. D. H. 2 Lot Depth to G.W. Depth to rock Soil Descrivtia 0 ft. 3 ft. 6 ft. 9 ft. 12 ft. D.H. - Deep Hole G.W.- Groundwater D. H. 3 Lot Depth to G.W. Depth to rock 0 ft. 3 ft. 6 ft. 9 ft.... 12 ft. Soil Descriotion DATE: FINAL SITE INSPECTION INSP.BY: YES NO CAS House SSDS located per approved plan............. Length of trench measured 13,5 Width of trench average Slope of tile line and trench acceptable......... Roan allowed for expansion trenches.......... .. Over 100 ft. fran watercourse ................... Natural soil not stripped or SDS area unnecessarlygraded.............................. 10 ft. maintained fran property line and 20 ft. fran house.. ..... Distance well to SSDS• (ft.) ...... ib. S -). .f :.... .... Number of bedrooms checks ........................ Stones, brush, stumps, rubble, etc., greater than 15 ft. fran nearest trench................. 15 ft. of peripheral soil horizontally fran trench....... .......................... Boxes properly set............................... Could surface runoff fran driveway, roads, ground surface, etc., channel near $DS area.... Does lot drainage.appear OK in area of SDS....... FINAL GRADNG OF SITE ACCEPTABLE.. 1/ PUTNAM COUNTY- DERARRAENT OF. HEALTH DIVISION OF HEALTH.SERVICES DESIGN DATA SHEET- SUBSUFACE SEWAGE DISPOSAL'SYSTEM FILE NO. owner TPcfzKA zG IAtIO Address 3ZS LIExIKICIT6N• Ave: Aojj -Ir. kISCAI�I.0 Located at (Street) G` Sec. l Block Lot 1• S �oS4 ° (indicate nearest cross street) Municipality Watershed SOIL PERODLATION TEST DATA REQUIRED TO BE SUBMI= WITH APPLICATIONS Date of Pre- Soaking Date of Percolation Test -11� 1 8 cp HOLE 2 g:z ° -9:4► 15 4 18 NUMBER CLQ(g TIME PERCOLATION S PERCDLATION Run Elapse Depth to Water From Water Level No. Time Ground Surface In Inches' Soil Rate Start -Stop Min. Start Stop Drop In Min/In Drop, .Inches Inches Inches 19:08- 9:I-i °� "Z. "2- 3 ?j 2c) 1s -9: , 3 q 9 E S- �o; as �' "5 Z 7- 3 S 5 5 BE 2 3 FF- '� °" � � ` ��. Ida i'•,s' . PUTNAM r,0U N, •;`Y DEPT. OF HE.Ai i H NOTES: 1. Tests to be repeated at same depth until approoc�mately equal soil rates are obtained at'each"percolation test i hole. All data to be sukmttW for review. 2. Depth measurements to be made.fran top of hole. rev. 9/85 2 g:z ° -9:4► 15 4 18 Z 3 S 4 5 BE 2 3 FF- '� °" � � ` ��. Ida i'•,s' . PUTNAM r,0U N, •;`Y DEPT. OF HE.Ai i H NOTES: 1. Tests to be repeated at same depth until approoc�mately equal soil rates are obtained at'each"percolation test i hole. All data to be sukmttW for review. 2. Depth measurements to be made.fran top of hole. rev. 9/85 TEST PIT DATA'' REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF SOILS ENOOUNTERED IN TEST HOLES DEPTH HOLE NO. / HOLE NO. HOLE NO. G.L. 1' 2' 3' 41 5' 6' 71 :8' 9' r 10' 11' 12' 13' 14' -It�. INDICATE LEVEL AT WHICH GROUNDWATER IS ENCOUNTERED INDICATE LEVEL TO WHICH WATER LEVEL, RISES AFTER BEING E[MUNTERED DEEP HOLE OBSERVATIONS MADE BY: TA.Y-f ! 1r? —prA VILeD tA&4=p DATE: DESIGN Soil Rate Used _�� Min /1" Drop: S.D. Usable Area Provided No. of Bedroans Septic Tank Capacity O( gals. Type Absorption Area. Provided By '3C�CO L.F. x 24" .width tren7,� NA C4s, i Other �� " Name j,,14AcS+4) IJ A S -541- P6. T15`5 P• G • Signature U, ! '� Address SEAL :���,F 2SIC- THIS SPACE FOR USE BY HEALTH DEPAR7ME U ONLY: Soil Rate Approved sq.ft /gal. Checked by Date