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HomeMy WebLinkAbout2700DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 61. -2 -9 BOX 23 02700 PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES :_8 OFFICIAL USE ONLY 3 -0 SITE LOCATION JR9 rA 'Walow POAD ftzqr M# OWNER'S NAME TTAP\e5 SNZZdTTJ PHONE MAILING ADDRESS PERSON INTERVIEWED 1AAA3 SARI l — Dt,WPep- PCHD Complaint # Name & Relationship i.e., owner, tenant, etch DATE a 0A)e 361 2o63 TYPE FACILITY PROPOSED INSTALLER T8 P PHONE ADDRESS REGISTRATION# Proposal (include sketch locating all adjacent wells): NOTE: Repair must be_ wsame location and of same *type as origiiial sewage disposal system :Different 1'ocation' may require submittal of proposal from licensed professional engineer or registered architect. Aj5n L L Ae w 4- t6fDRCOM 55 T5 �Z fL)o p 3 q5 rck rtA �Z PoSeD I, as owner, or report e ag nt of owner agree to the conditions stated on this form. SIGNA TITLE o1 1 -P -Q DATE 2�tD1OQ- Proposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 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 installed components tied to two fixed points (e.g.,house comers). d. System description (e.g., 1250 gal. Concrete septic tank, three precast 6 diam. X 6 deep e. Installers' name and number. 3. System repair to be performed in accordance with the above proposal and conditions. Proposal approved_ 4 7 Inspector's Signature & Title DATE. :. . COPIES: White (PCHD); Yellow (Town BI); Pink (applicant) PC -RP 99NE COUNTY t d� S APPOOVtD OUNTONLY;' 9ED 1 Ire role . ' O� �O�LQ� ARCHITECTURE INTERIOR DESIGN DAVID 41- DIMK eA GONSTRLvT10N PLC / ng1R.s 2 STRUGTION PLAN /MAIN FLOOR .ule VI. ro ewn w. ro 3 F�DATION PLAN t CLVR w.IV . ��� omlmAmm3P� 7wTeNmwwulao�wrro ¢K mDmaeetAmmasea,v>. 1 N1e0lb �Ae�'p�ID1eYwWR1 KYWMIb111DOe11N4rIXdf®Il!(n fOWYpGOID1W121CYG 11CIGLe M'AD � i AW�MQym nAllAe[Vf KA9memelap WMD® Ia�LtlCWfAelI111CP1 mIMIP D61ef [061I�1b WImIN1 mGtgl Rlli 1pp0t! Ab MIt IDIteD2 AV.Debb�ID rPVNIRbI ®e111Nb0Allletl mtODleq 01VRInQAY.m11YAW ®mVApIDIMe � ID1fA6rtiLlbl RLYf malimlawoesr�are�emaaeaxwnR ewa.eeeomwlt�Hr �mmvice muanaoeueaT. �� Ieey wa+lDllew A¢wrinl R KWaennArrawcKraalmel9. RIIWR11Mf1ninIDfKN.teTRLRMM Mp �. .�:� wemIIDIIJ.ID IMIDIgI The I�IOIeL1bIlO IK2w1001 no NnAUeum Wm�,eleeexl +eelawnsNDAUrwmn+ a rnaaRa rvsaAURar k1 r`� t f �aemeroeu D°I101I � �IVfp -.-� 1010M� ®- MRI11Iml MLOI[01�gTermeIDlpRRi9pl MAWN8W16r0 RUmtl. ® -1eR ID�I •KIDWt;II.WpnetfM.IR'OTilfQeOe eman�eaaa -yeR A/YlfAE1WID .e.a nsvwlplrzR re.Om RDe AtereJ11.e0esGfpll ¢ iul Ib64Dg1rl ROIDeAC6. + HR*waesvA+waeuRlwemce NVAG / D. LCVHdY .L:Y'auunewl CANOPUS HOLLOW / SARRISON RCWVATR*o / ADDRIDI9 L0187RIXTLON PLAN / MLIMPAnON PLAN L ' SHERLITA AMLER, MD, MS, FAAP Commissioner of. LORETTA MOLINARI, RN, MSN Associate Commissioner of Health ROBERT J. BONDI «, : CourtyErecueive DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Town Legal Bedroom Count Re: M I -C—C`4 P6 L S o-y-j (Owner's Name) Tax Map #: (o ( _ 2_- " C Address: i °� �A N' O P L,( S 9'D Town: PLJLT -WAM V ALL6-n Year Built: < Z According to records maintained by the Town, the above noted dwelling, is V in compliance with Town Code. is not in compliance with Town Code. The Legal. Bedroom Count is: This information has been obtained from: Certificate of Occupancy: Other: --,b fg V T. i 1 L Building Inspector Dat Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 r i+ ^Jf, tY N d v Al pn 0 C Z v °3000 g28k� a 9I. 22.00 - PROPERTY 'E IN THE A°�N�gMp'�V/ALLEY p .CO:U1W 9 If IYORK E:7 =2' MARCH 282003 ON WELL :n kA N —O W` �A 1 m r r O PREMISES ARE DESIGNATED ON THE TAX MAPS FOR THE TOWN OF PUTNAM VALLEY MAP 61 ° BLOCK 2 ° LOT 9 O SURVEY IS SUBJECT TO ANY STATE OF FACTS WHICH AN UP- TO-DATE TITLE EXAMINATION MAY DISCLOSE. 0 THE DIMENSIONS SHOWN HEREON, FROM THE STRUCTURES TO THE PROPERTY LINE ARE FOR A SPECIFIC PURPOSE ONLY. THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES, STRUCTURES OR ANY OTHER IMPROVEMENT. 0 ENCROACHMENTS BELOW GRADE AND/OR SUBSURFACE FEATURES, IF ANY, NOT LOCATED OR SHOWN HEREON. Link Lm Land Su/ I�eyors ''oq� 21 Clem place Sulfa 1S Phm 845-628a b7 Mahap=N.Y. 105N Feu M&M-0013 y y O 0 cc r Q, osuae� J SFO LA14 9 OSEPH R. .INK NEW YORK STATE LICENSED NEW YORK STATE LICENSED LAND SURVEYOR SEAL LAND SURVEYOR NO. 060456 u 2 Q . ,'si -:. .._.o.re. -.v.. -:w•:, .. ... ._., .. oo. .., w.r:w ?��.,. .�`�.. : -rn K. ..: .. o.,y1 - -. .. >ai,..c_e. ro.., ..v.'x .-. .. �'., ..... .�] {..gAiFWAV - '6tOban>r'I'•"".".•_ ..:e -r .r. .-.: WALL.- \\ z • THE PREMISES SHOWN HEREON ARE AS DESCRIBED IN LIBER 841 C.P. 292 AND FILED IN THE PUTNAM COUNT CLERK'S OFFICE DIVISION OF LAND RECORDS. • UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2. OF THE NEW YORK STATE EDUCATION LAWS. 0 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WTTH AN ORIGINAL OF THE LAND SURVEYOR'S SEAL SHALL BE CONSIDERED TO BE TRUE VALID COPIES. 0 CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY CONDUCTED ON THE DATE SHOWN AND THAT SAID SURVEY WAS PERFORMED IN ACCORDANCE WITH THE EXISTING • CODE OF PRACTICE FOR LAND SURVEYS' ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. THIS CERTIFICATION SHALL RUN ONLY TO THE PARTY FOR WHOM THIS SURVEY WAS PREPARED. CERTIFIED TO: JAMES MICHAEL SARI- orn Smw WALL ' IDIRT PATH OIL O SHED / zi y10 i 1 e STONE CHIM. f WALKWAY O .w UA .. PUMP ' ql HOUSE ®WELL %4 , ,.1 p� �. 5 2,00' �2 Z y 5k pp 5 2 STONE WALL .: P E,• °�. °� 54�37.9ap�A N W r N A cp CW N Q� tiA, "� {itifi'ti SURVEY OF PF SITUATE IN TOWN OF PUTN 1 SURVEYED: i. ka 11C tu 4: Lli LL- "T" IOU /* LOTI AS SHOWN ON ''SUBDIVISION MAP PREPARED FOR JOHN FILED MAP No. 1720 LAND NOW OP FORMERLY JENNIFER FRANKLIN - KROLL A5 PER LI BER 1557 C.P. 365 Z J O Ii W W J Z V W (L } O = 0 ° U- 0 0 LL a �'j W WSS,.�n W Q'n.. WO w e- dZaZ& d. W J O wz�JW Z2 a Cc 0 `` Z > z co o g z ED STATES OFAMERICA APPALACHIAN NAT10Ngl SCENIC TRAIL UBER V C P,�pp ............ N48 SOt�F DMSION 2Gi)OD ..................... LINE .....N47°4336� DESCRIBED' `. ` IN LI >82 APPM�A�GIMUIIUU710NPL :1k :t AREA 7.807 ACRES /o �014 ctv;) SUN PORCH ENTRY F II EXISTIN6.00NI21TIONS MAIN FLOOR SCALE. MOM, 12-66-03 LIVING ROOM KITCHEN / DINING (Loft above) IN, BEDROOM IY [ 4'-53/4' [ 2'-4- [ I--,- [ 2--4- 1 4'-,/4' 00 00 # ftm , JAY MICHAELSON RESIDENCE CANOPU5 HOLLOW / GARRISON V01 INTERNATIONAL ME34 YORK / 9060TA / t�DELLIN / SAN UAH a SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORET'i A INOLINARI, RN, IMSN Associate Commissioner of Health ROBERT J. BONDI County Executive DEPARTMENT OF HEALT 1 Geneva Road, Brewster, New York 1050 Ul7 ADDITION APPLICATION RESIDENTIAL ONLY - STREET 191 MOPS H©ULOW 4 TOWN P070,W VICkel TAX MAP# NAME e n► PRONE o SnZ-5 o PCHD# l3-�C� MAILING ADDRESS ( S 9 coo m Hoct") (t 9 PLgw m U.AY 01 r 05-lq DESCRIPTION OF ADDITION New hn ub R o&% 't sk lrleoc*A NUMBER OF EXISTING BEDROOMS Z PROPOSED # OF BEDROOMS 2- (FROM CERT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR) "Any addition which is considered a bedroom requires formal approval of plans (Construction permit) prepared by a Professional Engineer or Registered Architect in accordance with applicable sections of.the Putnam County Sanitary Code. Please submit this form and the following to Putnam County Health Dept., 1 Geneva Rd, Brewster, NY 10509, Phone: (845) 278 -6130. 1. Certified check or money order for $100.00. 2. Sketches of existing floor plan (drawn to scale, all living area including basement) 3. Two sets of proposed floor plan (drawn to scale — with name, street and tax map #) *Non - professional sketches are acceptable 4. Copy of survey showing well and septic locations to the best of your knowledge. Include date of installation if known. Label all wells and septic systems within 200 feet of the property line. Contact this office with any questions. 5. Copy of Certificate of Occupancy from Town or Certification from Building Dept. with legal bedroom count of dwelling. OFFICE USE COMMENTS Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Nursing Services (845) 278 -6558 WIC (845) 278 -6678 Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 SHERLITA AMLER, MD, MS, F'AAP Commissioner of Health LORETTA M GLINAR1 RN, -: ISN�". Associate Commissioner of Health July 13, 2006 DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Jay Michaelson 189 Canopus Hollow Rd Putnam Valley, NY 10579 Dear Mr. Michaelson: ROBERT I BON ®I County Executive 'RQ BERT MORRIS, PE Director of Environmental Health Re: Addition- Michaelson No Increase in Number of Bedrooms 189 Canopus Hollow Road (T) Putnam Valley, TM # 61. -2 -9 I have received and reviewed the plans for the proposed addition to the above - mentioned residence. The proposal for the addition has been approved as per plans bearing the approval stamp of the Department dated July 13, 2006. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at two without prior approval by this Department. 2. The area of the existing sewage disposal system and its expansion area must be maintained. 3. All plumbing fixtures must be updated with water saving devices (i.e. new low flush toilets, restrictors for shower head- ead ' d1aucets;`etc.). 4. The approval is for the proposed changes only. This approval does not validate any construction shown as existing that has not obtained proper approvals. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Putnam Valley. If you have any questions, please contact me at your convenience. Very truly yours, Michael Luke Public Health Sanitarian ML:mcb cc: Building Inspector, (T) Putnam Valley Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention /Preschool (845) 278 -6014 Fax (845) 278 -6648 PUTNAM COUNTY DEPARTMENT OP HEALTH ,1 DIVISION OF ENVIROMENTAL HEALTH SERVICES ` DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM /Owner James Sarzotti Address 6 Prescott Place, Hastings on Hudson, N.Y Located at (Street) 189 Canopus hollow Tax Map 61 Block 1 ' Lot 9 (Indicate nearest cross street) Municipality Putnam Valley Drainage Basin SOIL PERCOLATION TEST DATA Date of Pre - soaking 6/29/03 Date of Percolation Test 6/30/03 Hole No. Run No. Time Start - Stop Elapsle Time Win.) Depth to Water From Ground Surface (inches) Start Stop Water Level Dropp in Inches Percolation Rate Min/inch P -1 1 10:42 -11:05 23 24" - 27" 3" 7.6 2 11:05-11:31 26 24" - 27" 3" 8.6 3 11:32 =12:00 28 2411-2719 3" 9.3 4 12:00 -12:30 30 24)9-27 3" 10 . 5 12:30 - ..1:00 30 24 ", - 27" 3" 10 6 1:00 -1:30 30 24" - 27" 3" 10 P -2 1 10:45 -11:08 23 24" - 27" 3" 7.6 2 1 1:08 -11:35 28 24'..'- 27.5" 3.5" 8 3 11:35 -12:00 25 24" - 27" 3" 8.3 4 12:01 -12:26 25 24" - 27" 3" 8.3 5 12:26 -12:52 26 24" - 27" 3" 8.6 NOTES: 1 Tests to b d t d th til e repeate a same ep un approxunately equal percolation rates are obtained at each percolation test hole. ( i.e. 5 1 min for 1 -30 min/inch, 5 2 min for 31 -60 min/inch.) All data to be submitted for review. 2. Depth measurements to be made from top of hole. ' Form DD -97 TEST PIT DATA r, DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES �... ..: DEPTH_.;_ ,:: _. :._.. �:. �.., • HOLE NO ,,..I , .. _.:.... HOLE NO�� _...t , -. _HOLE I�fiO._3 ®...._..._ . - . _ j G.L. 0 -6" Top Soil 0 -6" Top Soil 0 -8" Top Soil 0.5' 1.0 6" — 5'0" Brown Fine Sandy Loam 1.5' w/ Gravel 2.0' i 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 6" — 6'0" 12ark Brown Sandy Loam w/ Gravel & Cobbles 8" — 6'0" Dark Brown Sandy Loam w/ Gravel & Cobbles Indicate level at which groundwater is encountered /a. Indicate level at which mottling is observed AZI Indicate level to which water level rises after being encountered N/A Deep hole observations made by: Chris Caralyus — B& ,.Toe Paravatti - PCDOH Date 6130103 Design Professional Name: Beyer and Associates Address: 78 Secor Road, Bryant Pond Plaza, Suite S Signatu Design Professional's Seal r u i 1NA.ivt UU Ulu T Y DEPARTMENT OF HEALTH DIVISION OF ENVIROMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM r Owner James Sarzotti Address 6 Prescott Place, Hastings on Hudson, MY Located at (Street) 189 Canopus hollow Tax Map 61 Block 1 Lot 9 (Indicate nearest cross street) Municipality Putnam Valley Drainage Basin SOIL PERCOLATION TEST DATA' Date of Pre - soaking 6/29/03 Date of Percolation Test 6/30/03 Hole No. Run No. Time Start - Stop Elapse Time (Min.) Depth to Water From Ground Surface (inches) Start Stop Water Level Drop in Inches Percolation Rate Min/Inch P -1 1 10:42 -11:05 23 24)5-2751 3" 7.6 . 2 11:05 -11:31 26 24)5-2719 3" 8.6 3 11:32 =12:00 28 24" - 27" 3" 9.3 4 12:00 -12:30 30 24" - 27" 3" 10. 5 12:30 -1:00 30 24" - 27" 3" 10 6 1:00 -1:30 30 24" - 27" 3" 10 P -2 1 10:45 -11:08 23 24" - 27" 3" 7.6 2 ' -11:08 -11:35 28 . 24 "'- 27.5" 3.5" 8 3 11:35 -12:00 25 24" - 27" 3" 8.3 4 12:01 -12:26 25 24" - 27" 3" 8.3 5 12:26 -12:52 26 24" - 27" 3" 8.6 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are obtained at each percolation test hole. ( i.e. 5 1 min for 1 -30 minhnch, S 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 AbST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES G.L. 0 -6" Top Soil 0.5' _ 1.0' 1.5' 2.0' 2.5' 3.0' 3.5' 4.0' 4.5' 5.0' 5.5 Rock ® 5'0" 6.0' No GWT 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 9.5' 10.0' 6" — 5'6" Brown Fine Sandy Loam w/ Gravel -MOLE NO._ :2 .:: HOLE-NO,.-* -_3,® 0 -6" Top Soil 0 -8" Top Soil 6" — 6'0" Dark Brown Sandy Loam w/ Gravel & Cobbles 8" — 6'0" Dark Brown Sandy Loam w/ Gravel & Cobbles Indicate level at which groundwater is encountered Ma Indicate level at which mottling is observed NZA Indicate level to which water level vises after being encountered NIA Deep hole observations made by: Chris Caralyus _ B&A. Joe Paravatti - PCDOH Date 6130103 Design Professional Name: Beyer and Associates Address: 78 Secor Road, Bryant Pond Plaza, Suite 5 Signatu Design Professional's Seal V F PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL, HEALTH SERVICES `__.....: LETTER OF AUTHORIZATI ®N RE: Property of 5 5AP3:,7 r1 Located at 1264D T/V &1�Nt UIC / Tax Map # (Wo -/- j Block Lot Subdivision of )U% Subdivision Lot # _ Filed Map # Date Filed Gentlemen: This letter is to authorize & ye2 4- A5jiy_tA! 5 a duly licensed Professional Engineer* L,-or Registered Architect to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance,. with the standards, rules or regulations as promulgated by.the Public*Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with. this matter and to supervise the construction of said wastewater treatment and/or water supply systems in conformity with the provisions of Article 145-and/or 147 ofthe Education Law, the Public Health -Law, and the Putnairi'Counfy' Sanitary Code: Countersigned: P.E., R.A., # Mailing Address 20 State Pig Zip �y�( Telephone: 7-1— Very tr Signed Mailing Address: (a r 55rc j j MYe r(w Il-6 State Ne Y, Zip b7b Telephone: Form LA -97 �a t 3 x� i I, F PUMP SYSTEM CALCULATIONS SAIZOT I'I RESIDENCE CANOPUS HOLLOW RD, TOWN OF PU NAM VALLEY, N.Y. 78'SECOg ROAD, SUITE 5 MAHOPAC, NY 10541 Total FM Length= 261 ft. Static Hd.= 70 ft. Total= 21.32 Flow (gpm) Vel. Loss /ft. FM Length Friction Hd. Static Hd. Pump System Curve fps y ft. SARZOTTI SSTS PUMP ft. CANOPUS-HOL- LOW -RD;�cPUTNAM;�VALL-EY.:iklf -.w. ., . .... :..:, .... e... -._.� ... , .,._ . 4,� ..... 30 3.07 0.02 261 5 70.0 75 40 Minor Losses: 0.03 261 8 70.0 FM Dia = 2 in. ft. qty. Minor HL 261 261 12 17 FM Area= 0.022 sf 90 Bend: 2.8 1 2.8 0.09 261 Hazen C= 150 45 Bend: 1.5 2 3 8.17 FM Length= 240 ft. check valve 14.4 1 14.4 Minor Losses= 21 ft. gate valve 1.12 1 1.12 Total FM Length= 261 ft. Static Hd.= 70 ft. Total= 21.32 7 J 01, I j I j I I I� Flow (gpm) Vel. Loss /ft. FM Length Friction Hd. Static Hd. TDH fps ft. ft. ft. ft. 30 3.07 0.02 261 5 70.0 75 40 4.09 0.03 261 8 70.0 78 50 60 5.11 6.13 0.05 0.07 261 261 12 17 70.0 70.0 82 87- y 70 7.15 0.09 261 23 70.0 93 80 8.17 0.11 261 29 70.0 99 90 9.20 0.14 261 36 70.0 106 100 10.22 0.17 261 44 70.0 114 7 J 01, I j I j I I I� SARZOTTI - CANOPUS HOLLOW ROAD, PUTNAM VALLEY This document calculates a pump chamber and system curve. Enter the problem conditions: 1. Pump Chamber Pump Chamber Sidewall Dimensions S = 5.8. ft Length of Fields Len:= 480. ft Invert In Elevation Inv:= 132•ft Pump Height Pumpht =1.5•ft 2. Flow Rates Number of Bedrooms Bed := 4 Flow Rate per Bedroom Flow:= 200 Peaking Factor Pf = 2.5 Hours of Operation Time: =16 Scroll to page 4 I IV kyuu vaiume is (gaiions): Cyvol = 230.2fe Distance between on/off floats: D1 0.9ft The Invert In Elevation is: Inv =132ft The High Level Alarm Elevation is: AJjrM = 131-ft. pump on Elevation Is: Pompon 130.5ft The pump off Elevation is: Pumpoff 129.6ft The chamber bottom Elelvation is: Bottom 128.1 ft The daily pumping rate Is (gallons): FlovvRate = 800 The peak flow rate is (gallons): PeakRate = 2 x 10 The required pumping rate is (gpm): PUMPRate = 2.1 S! APPLICATIONS Specifically designed for the following uses: • Homes • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump o Solids handling capabilities: 3/4' maximum. o Discharge size: 2" NPT. Capacities: up to 140 GPM. Total heads: up to 128 feet TDH. . o Temperature: 104 °F (40°C) continuous '140PF (60 1C) intermittent. See order numbers on reverse side for specific HP, voltage, phase and RPM'S ` available. FEATURES IN Impeller: Cast iron, semi - open, non -clog with pump -out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ID Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge. in Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA -N elastomers. Submersible Effluent MODE1. . i q1I11 ( VA PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. M Shaft: Corrosion - resistant , Single phase: stainless steel. Threaded o Built -in overload with design. Locknut on three phase automatic reset. models to guard against o All single phase models component damage on feature capacitor start accidental reverse rotation. motors for maximum M Fasteners: 300 series starting torque. stainless steel. °'/3 and 1h HP -16/3 SJTOW IN Capable of running dry with 115, 208 and 230 Volt three prong plug. without damage to o % -2 HP —14/3 STOW with components. bare leads. IIg Designed for continuous Three phase: operation when fully o Overload protection must submerged. be provided in starter unit. o'/2 -2 HP -14/4 STOW with MOTORS bare leads. ® Fully submerged in high- ® Designed for Continuous grade turbine oil for lubrication Operation: Pump ratings are and efficient heat transfer. within the motor manufacturer's recommended working limits, ® Class B insulation. can be operated continuously without damage when fully. _. submerged : METERS FEET 40f- 13( 0 = 25 V 20 Z 0 15 0 j 0 10 )o 30 30 ro ® Bearings: Upper and lower heavy duty ball bearing 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. Standard cord is 20': Optional lengths are available. m 0 -ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS S ® Tested 10 and CSA 22.210 10 Standards Standards By Canadian Standards C US Association File #LR38549 _ Goulds Pumps is ISO 9001 Registered. DS 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM I I I I I I 1 I I I I I I I I 0 5 10 15 20 25 30 35 m3 /hr CAPACITY Goulds Pumps I ® 2001 Goulds Pumps ITT Industries i Effective November, 2001 www.goulds.com J D7ooc °r QGOULDS PUMPS Submersible COMPONENTS � � Effluent Pump Item No. Description 1 impeller Max. Am RPM 3 Silicon carbide vs. silicon carbide Mechanical seal 4 Shaft 5 Motor 6 AII'Ball bearing heavy du desi n 7 Power cable 8 0-ring 9 7 l J 1 Order No. HP Volts Phase Max. Am RPM Solids Wt. (Ibs.) WE0311 L MODELS 115 1 PERFORMANCE RATINGS (gallons per minute) 1750 M' /:' 56 WE0318L 200 6.8 WE0312L 230 4.9 WE0311 M 115 9.8 WE0318M 200. 6.8 WE0312M 230 4.9 WE0511H ,L /Z 115 14.5 .. 3500 60 WE0518H 200 8.1 WE0512H 230 7.3 WE0538H 200 3 4.1 WE0532H 230 3.3 WE0534H 460 1.7 WE0511 HH 115 1 14.5 WE0518HH 200 8.1 WE0512HH 230 7.3 WE0538HH 0 3 4.1 WE0532HH 0 P460 3.6 WE0534HH 98 1.8 WE0718H '/< 200 1 11.0 • . 70 WE0712H 230 10.0 WE0738H 200 3 6.2 WE0732H 230 5.4 WE0734H 460 2,7._. IIVE,10.18H._ ... ::. 1 200. 1 ` -14.0 WE1012H 9 7 l J 1 Order No. HP Volts Phase Max. Am RPM Solids Wt. (Ibs.) WE0311 L ,A 115 1 9.8 1750 M' /:' 56 WE0318L 200 6.8 WE0312L 230 4.9 WE0311 M 115 9.8 WE0318M 200. 6.8 WE0312M 230 4.9 WE0511H ,L /Z 115 14.5 .. 3500 60 WE0518H 200 8.1 WE0512H 230 7.3 WE0538H 200 3 4.1 WE0532H 230 3.3 WE0534H 460 1.7 WE0511 HH 115 1 14.5 WE0518HH 200 8.1 WE0512HH 230 7.3 WE0538HH 0 3 4.1 WE0532HH 0 P460 3.6 WE0534HH 98 1.8 WE0718H '/< 200 1 11.0 • . 70 WE0712H 230 10.0 WE0738H 200 3 6.2 WE0732H 230 5.4 WE0734H 460 2,7._. IIVE,10.18H._ ... ::. 1 200. 1 ` -14.0 WE1012H 230 12.5 WE1038H 200 3 8.1 WE1032H 230 7.0 WE1034H 460 3.5 WE1518H - 200 1 17.5 80 WE1512H 230 15.7 WE1538H 200 3 10.6 WE1532H 230 9.2 WE1534H 460 4.6 WE1518HH' 200 1 17.5 WE1512HH 230 15.7 WE1538HH 200 3 10.6 WE1532HH 230 9.2 WE1534HH 460 4.6 WE2012H 2 230 1 18.0 83 WE2038H 200 3 12.0 WE2032H 230 11.6 WE2034H 460 5.8 WE0537H �� 575 3 1.4 60 WE0537HH 15 .WE0737H 'A 2.2 70 WE1037H 1 2.8 WE1537H 1 , 3.7 80 WE1537HH 3.7 WE2037H Z 4.1 83 Older No. WE031 WE03M WEOSH WE07H WEtOH WE15H WEOSHH WE15HH WE20H HP 'h 'h '/z '/, 1 1'/� 'h 1'� 2 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 5 86 - - - - - - - - 10 70 63 78 - - - 58 - - 15 52 50 70 90 - - 53 - - 20 27 35 60 83 98 123 49 90 136 25 - - 48 76 94 117 45 87 133 0 30 - - 35 67 88 110 40 83 130 3 35 - - 20 57 82 103 35 80 126 0 40 - - - 45 74 95 30 77 121 d 45 - - - 35 64 86 25 74 116 U. 50 - - - 25 53 77 - 70 110 55 60 - - - - - - - - 40 30 67 '56 - - 66 63 103 96 i°- 65 - - - - 20 45 - 58 89 70 - - - - - 35 - 55 81 75 - - - - - 25 - 51 74 80 - - - - - - - 47 66 90 - - - - - - - 37 49 100 - - - - - - - 28 30 (All dimensions are in inches. Do not use for construction purposes.) KICK -BACK i 1 Goulds Pumps and the ITT Engineered Blocks Symbol are registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE Goulds Pumps <& ITT Industries N 1- l Ii THREE PHASE MAGNETIC STARTER SINGLE PHASE Provides automatic or manual pump operation for single phase systems. Overload protection must be provided by the pump. Model No. Horsepower Amps Volts A3 -2012 'h -2 up to 20 115/208/230 A3 -35T2 3 & 5 — Without capacitors and overloads 20 -36 208/230 • Single phase, 60 Hz. • NEMA 1 steel enclosure standard. • Includes: contactor, hand -off auto switch, run light, and terminal block for wiring connections. • May be used 'on '/3 through 5 HP pumps. • Separate level control switch(es) required. 1 Electrical Series 9 C,. t1 3 ' • 7 0.1 }'.• A3 Series Control Systems THREE PHASE Provides automatic or manual pump operations, and three leg motor protection for three phase systems. Select panel by maximum amp draw and voltage. Model No. Amp Range Volts A32510 2.5 -10 All A30918 9 -18 All A31327 13 -27 All • Three phase, 60 Hz. • NEMA 1 steel enclosure standard. • NEMA style starter with: • ESP 100 solid state adjustable overload. • Class 10 over current protection with manual reset. • Built -in automatic phase loss protection. • Hand / Off / Auto switch. • Run light. • 115V transformer for pilot circuit. • Terminal block. Heaters are no longer required. SIMPLEX CONTROL PANEL „OPTIONS (List panel model numberi then, any of.the following options order numbers:) GAN:BE•ABBED T-CrA"BOVE'BASIC CONTROLLERS TO MEET SPECIFIC JOB REQUIREMENTS '* Custom built panels can be provided per customer specifications. Forward specifications to your Goulds Pumps distributor for quotation. ENCLOSURES NOTE: Enclosures listed above are dead -front type, all switches and indicator lights would be mounted inside of panel on permanent mounting bracket. IJ ENCLOSURE OPTIONS Ratin Construction Order No. Simplex NEMA 3R Steel, Hinged Door -3110 NEMA 4 Steel, Hinged Door 3120 Enclosures NEMA 4X Fiberglass, Hinged Door 3130 NEMA 12 Steel, Hinged Door :..3140 . NOTE: Enclosures listed above are dead -front type, all switches and indicator lights would be mounted inside of panel on permanent mounting bracket. IJ ENCLOSURE OPTIONS Goulds Pumps and the ITT Engineered Blocks bol are registered trademarks and tradeenames of ITT Industries. Goulds Pumps ® 2001 Goulds Pumps ITT I11 dustries Effective November, 2001 www.goulds.com 13SIMPLEX i Order No. 1. Through door mounted H -0-A switch and run light. (Provides access without opening enclosure, standard on NEMA 1 panels.) A. NEMA 3/3R 3200 B. NEMA 4 3210 . C. NEMA 12 3220 2. Inner door (hinged) on dead -front panel. (Provides access to switches without hazard of entering actual panel.) . 3240. 3. Locking hasp. (Adder for NEMA 1 panels, hasp is standard on all others.) 3250 Goulds Pumps and the ITT Engineered Blocks bol are registered trademarks and tradeenames of ITT Industries. Goulds Pumps ® 2001 Goulds Pumps ITT I11 dustries Effective November, 2001 www.goulds.com 13SIMPLEX i I SIMPLEX CONTROL PANEL OPTIONS D ALARM CIRCUITS -7 ;i ]POWER EQUIPMENT _.._ a ..a_._... - -• Order No. 1. High -level alarm circuit. (Provides alarm circuit in NEMA 1 simplex panel. Choose alarm device to complete 3600 the system.) 3300 2. Guaranteed pump submergence circuit with low level alarm. 3620 (Overrides manual and automatic operation of pumps) 3320 3. Extra set of alarm contacts. 6480 (Used for signal of remote alarm device.) 3781 A. Powered (wet contacts) 3330 B. Non - powered (dry contacts) 3340 4. Seal failure circuit with indicator light. (Monitors moisture sensor on dual seal pumps.) 6500 A. Circuit built in A3 panel 3350 B. Circuit in separate NEMA 3/3R enclosure (Used in conjunction with existing panel.) A4-3 5. Low voltage, phase loss and reversal quires 115 V supply) circuit (Three phase only, stops pumps and doses non - powered 208 -230 V operation 3360 460 V operation 3370 contacts.) 6; 1GA and 2GA seal fail and high temp. control and status circuit. 3805 ]POWER EQUIPMENT _.._ a ..a_._... - -• oider No.' Main and control circuit breakers (Standard simplex panels do not contain breakers.) NEMA 1 Single phase, 115/230 V 3600 Three phase, 208/230 V 3610 Three phase, 460/575 V 3620 * Consult factory for options not listed. I tINTED IN U.S.A. ow, series Electrical Control, Panels Shplex A3 Series Control Systems ALARM DEVICES (can be added to simplex or duplex coafiollers) (Requires option 3300) NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. ADDITIONAL ACCESSORIES Order No. 4" bell (90 db @ 10 Ft.) NEMA 1 6400 NEMA 3Rt4 /4X/12 6420 3750 Hom (101 db @ 10 Ft.) NEMA 31/4/4X/12 __64_50' Flashing red light Lexan NEMA 1/3R/4/4X/12 6480 8. Remote alarm panel (includes: 4" bell silencer switch, 3781 and indicator light; rated NEMA 3/3R) 7. Convenience outlet (1 V GFI) with circuit breaker protection, mounted intemally, choose according to power supply (phase). Single phase panels Three phase panels 15 amp includes 1.5 KVA transformer A. Alarm requiring separate power 115 V power 3783 supply (Signaled by dry contacts In main panel. Requires 3340.) 6500 B. Alarm to be powered by main panel. (Signaled by powered contacts in main panel. Requires 3330.) 6510 [Remote alarm light in separate NEMAtenclosure quires 115 V supply) 6515 NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. ADDITIONAL ACCESSORIES Goulds Pumps ITT Industries SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <& Order No. 1. Condensation heater -115 V 3710 2. Elapsed time meter. (Mounted inside cabinet indicate­- ; ;'' run time:) ._. . "" - .: ; `• ..- 3740 3. Cycle counter. (Mounted inside cabinet indicates number of pump starts.) • 3750 4. Intrinsically safe controls. (One required for each float) 3760 . 5. Test push buttons. (Overrides float switches to simulate operation of level controls.) A. NEMA 1 3770 B. NEMA 3/3114 3780 6. Lightning arrestor Single phase Three phase 3781 3782 7. Convenience outlet (1 V GFI) with circuit breaker protection, mounted intemally, choose according to power supply (phase). Single phase panels Three phase panels 15 amp includes 1.5 KVA transformer 3783 3785 Goulds Pumps ITT Industries SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <& current and Sewage Pepe Fittipgs . CHECK VALVES PLASTIC CHECK VALUES Ideal for horizontal ° 200 PSI burst rating. installation. f o Compression seal connec- tion for easy installation. ° Swing design flapper prevents clogging. Available for pipe size 1'/4 ", Pipe Size Order No. 1'/," A9 -12P 1'h" A9 -15P 2" A9 -2P 3" A9 -3P Y Ark- 1'/2{', 211, 311. ]i CAST 6RON CHECK VALVES Ideal for horizontal installation, . Heavy duty cast iron construction. Swing design flapper, prevents clogging. - ° Available in 2" and 3" NPT threaded connections. 75 PSI leakage rating. 125 PSI burst rating. a ize Order No.. -pPi -NPT _ -A97 1'R' NPT AMC ]PIPE CONNECTORS BALL CHECK VALVES • Ideal for vertical mounting. Heavy duty cast iron or plastic construction. • Natural rubber ball. • Clean -out port and plug. . • Available in 1'/4' ", 1' /z ", 2" and-3" NPT threaded connections. • Also available in 4" flanged (125# y Cast Iron Models, Plastic Models Pipe Size orderNo. 1' /4" NPT A9 -126 1'R' NPT A9 -158 2" NPT A9 -2B 3" NPT A9 -3B 4" Flanged A9 -4BCf 4" Flanged A9 -4BCT SHORT RADIUS ELBOW Cast iron construction. ' 125 lb. ANSI rated flange -�— T 5.38 - 6.75 at pump end. ; 3.09 381 3" NPT or4 ".NPT threaded connection for discharge 3.75 --I a.so ---{ pipe. 4' -8 NPT 3 " -8 NPT t ha nge Order Used Size Number With i 3" Al -5 3888D3/3SD(?� 4" At -6 3888D4/4SD(� � � '� 7.5 Dia. 9.00 Dia. ---�. Al -5 Al -6 ',oulds Pumps, and the ITT Engineered Blocks Symbol are �gistered trademarks and tradenames of ITT Industries. www,goulds.com UNTED IN U.S.A. . SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. Pipe Size . Order No. 1' /40' A9 -12BPT 1'f" A9 -15BPT 2" A9 -2BPT Goulds Pumps �& ITT Industries I4 IF 1 ranee .�oWncn.es VERTICALMASTER® DOUBLE FLOAT SWITCH A2H11 (10VM1WP) A2C21 (A2 -11) Features Features ■ SJE Vertical Master float . ■ SJE Double Float" float switch. switch. ■ Magnetically activated ■ Mercury activated contacts, mechanical contacts, with two float switches molded into adjustable float e1V to 61/2" a single control cord. pumping range). ■ Holding relay located in one ■ Non - corrosive PVC housing float operates the pump and float for use in liquids up between the top and bottom to 125 °F (52 °C). floats. ■ Maximum pump running ■ Non - corrosive PVC housing current:.13 Amps. for use in liquids up to 140 °F ■ For direct pump operation or (60 °C). control panel input. ■ Maximum pump running ■ Not sensitive to turbulence. current: 15 Amps. ■ 10 foot SJOW cord with ■ For direct pump operation or 115 V piggy back plug. control panel input. ■ Includes mounting clamps. ■ Not sensitive to turbulence. ■ UL and CSA listed. ■ 15 foot SJOW cord with A2H31 (20VM1WP) Same as above except: IN k4of =cord with °1.15 i/ - piggy back plug. A2H12 (10VM2WP) Same as above except: n 10 foot cons with 230 V piggy back plug. A2H32 (20VM2WP) Same as above except: X 20 foot cord with 230 V Jpiggy back plug. 115 V piggy back plug. ■ Includes mounting damps. ■ UL and CSA listed. Same as above except: ■ 15 foot cord with 230 V piggy back plug. �IpumpMaster ®, PumpMaster Plus®, AmpMaster ®, .FerticalMaster ®, Double FloatTM are registered trademarks and tradenames of SJ Electro Systems, Inc. PRESSURE SWITCH POLYURETHANE FOAM A2S21 (A2 -1) FLOAT Features .>.A2K23W (A2 -3) . ■ GP cast iron pressure Features activated switch. ■ Conery 2900 float switch. 1i Mechanical contacts, with ■ Reliable mercury contacts,`.. pump turn on at 18" and off narrow angle float switch. at 12 ". ■ Polyurethane foam body. ■ Casf iron switch housing and ■ Includes cast iron cable BUNA -N diaphragm. weight. ■ For use in liquids up to ■ Maximum temperature 104 °F (40 °C). 170 °F (77 0C). ■ Maximum pump running ■ Maximum pump running current: 13 Amps. current: 10 Amps. ■ For direct pump operation or ■ For control panel input. control panel input. ■ 15 foot SJOOW cord with ■ 15 foot SJT cord with 115 V BARE leads. piggy back plug. ■ UL and C--UL listed. ■ Ideal for limited space applications. A2S22 WA Same as above except: ® 230Y p ggy-bark A2S23 (A2 -2) Same as above except: ■ Bare leads. PVC CABLE WEIGHT • Adjustable snap in design. • Works with all float switches shown. Contact your Goulds Pumps Distributor for all your Float Switch needs. All SJE switches are available from Goulds Pumps j• ejoulds Pumps and the ITT Engineered Blocks Symbol are gistered trademarks and tradenames of ITT Industries. www.goulds.com PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE Goulds Pumps ITT Industries } l t 1 y t f E -i IIII �11 1111 1((.1.11.111 IEI°1 \ \ \::.( \ \�� \1 \ \.\ \ \'y ,.• \oN � 111 IIII 111,1 1111`IIII I .I \ \ \\ o� ••1 JHJ :� ) � \ - 1 I 1 1 m 1.:�:. :IIII I I ..I I: • I - • . CURTAIN o ►': I I 1 1 IIII IIII I 1 r i N /./ ,► Ico� 7.8 / /�� I 8 / II 99ggI000� Ia l I I I JI►°- I++ ► 1 1 j II� I I ► ®L I I 1 IAR PMP IC�B� Z � ACRES I Iy Br1TI N6_ O2 5. 0 4 p'0 0 , in III II I I I I I I`I`I I I \ ... \ \ \ \ . 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