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HomeMy WebLinkAbout0270DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 12. -4 -2 BOX 4 00079 Ll r�. UL 00079 DEPARTMENT OF HEALTH Division of Environmental Health Services /� 4 Geneva Road, Brewster, New .York 10509 ' 1``I,1�' (914) 278 -6130 I APPLICATION TO CONSTRUCT A WATER WELL WELL LOCATION WELL OWNER USE OF WELL 1 - primary 2 - secondary AMOUNT OF USE REASON FOR DRILLING reet Address Manor �j r, sae A ^ Mailing RESIDENTIAL D BUSINESS D INDUSTRIAL y ss -1- PCHD PERMIT #_ _ Tax id Number ❑ ABANDONED O FARM Private �. -Car► O Public O PUBLIC SUPPLY O AIR /COND /HEAT PUMP ❑ ABANDONED O FARM O TEST /OBSERVATION O OTHER (spec b INSTITUTIONAL O STAND -BY C3 YIELD SOUGHT__,:�:-_ gpm /# PEOPLE SERVED /EST. OF DAILY USAGE----,gal REPLACE EXISTING SUPPLY O TEST /OBSERVATION 13 ADDITIONAL SUPPLY WELL TYPE I ®DRILLED DRIVEN ODUG -- Q GRAVEL. 0 OTHER IS WELL SITE SUBJECT TO FLOODING? YES NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Lot No. WATER WELL CONTRACTOR: Name h 2 Address2D 6 IS PUB '� a NO CP'- ... LIC WATER SUPPLY AVAILABLE TO SITE: YES NAME OF PIM1IC WATER SUPPLY: TOWN /VIL /CITY DISTANCE TO PROPERTY; FROM NEAREST WATER MAIN: LOCATION S ,TCH & SOIRCES OF CONTAMINATION PROVIDED 13014 SEPARATE SHEET (date) (sign tune) 1 f 4 PERMIT TO CONSTRUCT A WATER WELL This p t0 c,nstruct one water well as set forth above is granted under the provisions of Subpar ,,_- 5 -2 c,qPart 5 of the New York State Sanitary Code, and provided that within thirt (a C,) day f the completion of water well construction, the applicant shall: 1. P�� th 11 until the water is clear. 2. D�finf ec he well in accordance with the requirements of the Putnam County Health DoEa7- fartm� attached to this permit. 3. El mite11 Completion Report on a form provided by the Putnam County Health Departme Durin &, Welirill ing operations, the applicant shall take appropriate action to assure tha any aa7k_.d ..-Ll wall or waste products from such well drilling operations be contained on this prop jt�-- -andch a manner as not to degrade or otherwicse contaminate surface or groundwate Date c issue! 19� C' Date ixpn 19cY�? Permit Issuing Official 1Permi N0 sferrable White copy: HD File Pink copy: Owner .I 3/89 Well Dril: ! j -' Yellow copy: Bldg. Insp. Orange copy: Rev. 3/86 N I PUTNAM COUNTY DEPARTMENT Dlvislon'of EuAronmenfal Health'Serviees' Located at Manor Koao Tax Map Block -1 Lot 150 Owner /appacant Name Homesite :Associates Formerly Subdivision NameF9LVl�Mr5abdv'. Lot # 1 MaWng Address 10 Rockhagep ' Road zip 10594 Date Permit Issued Thornwood, NY Separate Sewerage System built by HPO a Address Mahn, NRw Ynrk Consisting of 1250 Gallon Septic Tank and 444 LF of 24" Trench Pi impSyst Pm Water Supply: Public Supply From Address or: X Private supply Drilled by Torlish Address Armonk, New York Balldin Single Family. Has Erosion Control Been Completed? N/A B Type Number of Bedrooms. 4 Has Garbage Grinder Been Installed? N o Other Requirements I certify that the system(s) 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 4/11/88 Certified by: Irm Baron, PE, for Baldwin & Cornelius_, PC P.E. X R.A. iladres: FU 6, Rte. _ Putr�atn Business Park, .:Brewster,W10509 t.leense No. 43791 Any person occupying premises served by, the ,above system(:) 'hl romptly take such action as may be necessary to secure the correction of any unsanitary conditions. resulting from: such usage. Approval of the , _separate era9e,syft_em shall become null and void as soon as a pub!% sanitary sewer becomes available and the approval of the private water supply shall beco a null and void when a putihe water supply becomes available. Such approvals are subject. to modification or change when; -in the judgment of t Commis Doer of Health, such revocation, modification or change Is necessary. Date Title�- n W�1,L l�Vl'll Llil1VLV i \i�l Vial DEPARTMENT OF HEALTH Division Of Environmental Health Services PUTNAM COUNTY DEPARTMENT OF HEALTH Office Use Only %- !WELL LOCATION STREET ADDRESS: ^I wNrvi ! I[Y TAX GRIO NUMBER: M ND �" Tl�r ' i✓ WELL OWNER ADDRESS: r,,�ME. I wk At_l�fwv PRIVATE ❑ PUBLIC USE OF WELL 1 - primary 2 - secondary *H RESIDENTIAL O PUBLIC SUPPLY ❑ AI /COND. /HEAT PUMP JO ABANDONED ❑ BUSINESS ❑ FARM ❑ TEST /OBSERVATION O OTHER (specify) ❑ INDUSTRIAL ❑ INSTITUTIONAL ❑ STAND -BY ❑ MOUNT OF USE YIELD SOUGHT gpm. /N0. PEOPLE SERVED / EST. OF DAILY USAGE gal. REASON FOR DRILLING "I& NEW SUPPLY ❑ PROVIDE ADDITIONAL SUPPLY ❑ TEST /OBSERVATION ❑ REPLACE EXISTING SUPPLY ❑ DEEPEN EXISTING WELL DEPTH DATA WELL DEPTH - • � ft. STATIC WATER LEVEL Z:TATE MEASURED DRILLING EQUIPMENT ❑ ROTARY M COMPRESSED AIR PERCUSSION ❑ DUG ❑ WELL POINT ❑ CABLE PERCUSSION ❑ OTHER (specify): WELL TYPE ❑ SCREENED ❑ OPEN END CASING. 'OPEN HOLE IN BEDROCK ❑ OTHER CASING DETAILS TOTAL LENGTH �_ ft. MATERIALS: )SSTEEL D PLASTIC ❑ OTHER LENGTH .BELOW _GRADE - 30 ft. JOINTS: ❑ WELDED I&THREADED ❑ OTHER DIAMETER in. SEAL: ❑ CEMENT GROUT ❑ BENTONITE - &OTHER WEIGHT PER FOOT Ib. /it. DRIVE SHOE ❑ YES ENO- LINER: ❑ YES ❑ NO SCREEN DETAILS DIAMETER (in) 'SLOT SIZE LENGTH (ft) DEPTH To SCREEN (ft) DEVELOPED? FIRST O YES ONO HOURS SECOND GRAVEL PACK O YES ❑ NO GRAVEL SIZE.. DIAMETER OF PACK in. I TOP DEPTH ft. BOTTOM DEPTH It. WELL YIELD TEST If detailed pumping METHOO: O PUMPED i tests were done is in- .COMPRESSED AIR , formation attached? O BAILED O OTHER i ❑ YES O NO if more detailed formation descriptions or sieve analyses l�I�LL LOG are available. please attach. DEPTH FROM SURFACE water Bear. ing Welt Dia- meter In FORMATION DESCRIPTION COOE, tt, ff WELL DEPTH it. DURATION hr. DRAWOOWN It. YIELD gpm. Land Surface _5� /min. WATER -"& CLEAR TEMP. QUALITY O CLOUDY HARDNESS O COLORED ANALYZED? OYES ONO ANALYSIS ATTACHED ?`kYES ONO + r STORAGE TANK: TYPES CAPACITY 0 GAL. WELL IRILLER,NAME DAJE aoiRFO I Sh SONS stcr RE Ll a,11 ( ryy�T,k NA PUMP 1 RMATION, TYPE SS2 MgCJ� CAPACITY MAKER � IfZIZ I1 S DEPTH n� MODEL CF6,:� VOLTAGES_ H Yorx'&')tipn Medical Laboratory, Inc. 321 Kear Street Yorktown Heights, N: Y. 10598, (914) 245 -3203 Director: Albert H. Padovani M. T. (ASCP) T_ TORLISH & SONS PO Box 271 Armonk, NY 10504 L J oy . gO447O LAB # Date Taken: `Ia _71gg Time:: Z:3p Date Rc'd: 1 01$ 8 Time: 2-3 Date Reported: FEB. 01 1988 Collected By: D. Torlish Referred By: Sample Location:n feh y-) T� f� Ar;l &u .1 beoeX 1_42"1' 1 . iVwew - NJ Phone N Phone N Sample Type: Repeat Test? (check one) LABORATORY REPORT.ON THE BACTERIOLOGICAL QUALITY OF WATER GENERAL BACTERIA Standard Plate Count (CFU /1.OmL) 75 (Agar Plate.@ 35 °C) MEMBRANE FILTRATION TECHNIQUE (MFT) ,/'dotal Coliform (CFU /100mL) Fecal Coliform (CFU /100mL) Fecal Streptococcus (CFU /100mL) . MOST PROBABLE NUMBER TECHNIQUE (MPN) Total Coliform: MPN Index (per 100mL) Fecal Coliform: MPN Index (per 100mL) OTHER'ANALYSES REMARKS (For Laboratory Use) _table Non - potable STP INF STP EFF Other: Sample Status: (check each) Outgoing Na2S203 Incoming _ LE 4 °C �UrT 4 °C Other: KEY FOR TERMINOLOGY RDS = Recommend Disinfec- tion of Source TNTC= Too Numerous To Count CON = Confluent ( =TNTC) LT = Less Than (C ) . GT = Greater Than (> ) N/A = Not Applicable LE = Less than or equal to THESE RESULTS INDICATE THAT THE WATER SAMPLE '(WAS) (WASN,'T) (N /A) OF A SATISFACTORY SANITARY QUALITY ACCORDING TO TH N YORK STATE DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION. J x/ Albert H. Padovani, M.T: ASCP) 12 /85(Rvsd7 /F.7)RWE , Director For Lab Use Only: _ H/C to I-LAB OFFICE HOURS. (Main Lab): 9AM -5PM, Mon. -iri. 9AM -NOON, Sat. / /���- �fs�rr �SSac, aim S -•� w< Owner or- Purchaser of Buildin, g f�0i��5iTt' i755a�tiblTPS.__%[ Building Constructed by AqAjoa Rd Location - Street I Section Block 19 Lot hlr)rtf'�s0•_✓ J,_Pi 1tjy1ei J M4gA- o2 , Municipality Subdivision Name Building Type Subdv. Lot # GUARANTEE OF SEPARATE SEWAGE 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 constructed 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 success- ors, 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 initial use of 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 occu- pant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determin- ation of the Director of the Division of Environmental Health Services of the Putnam County Department of Health as to. whether or not the fail- ure of the system to operate was caused by the willf or egligent act of the occupant of the building utilizing the system // L\ Dated this day of 19 Signature T i t l e HEKLA CONSTRUCTION INC. Excavation *Trucking* Equipment Hauling • Septic Systems Specialist Top Soil • Fill • Gravel • Black Top Buckshollow Rd. RFD 9 Box 474 Mahopac, New York 10541 (914) 628 -5738 THREE (3) COPIES ARE REQUIRED WITH THREE (3) COPIES CERTIFICATE OF COMPLETION WILL BE ISSUED. GUARANTOR IS REQUIRED TO FILE NOTICE OF DATE OF FIRST USE OF SYSTEM. Division of Environmental Health Services, Putnam County Department of Health - II. IV. V. VI. I -:4 APP -MuiA l: FINAL SITE INSPECT Gi "� `IM # OR.SUBDIVISION LOT # ION Date -; #�� � �C/ Inspec "-byL ! F G /•uN' r-- COMMIS .SEWAGE DISPOSAL AREA a. SDS area located as approved plans b. Fill section - Date of placement 2:1 barrier. LGTH WEM AVG.DPTH c. Natural soil not stripped d. Stone, brush, etc., greater than 15' from SDS area. e. 100 ft. fran water course /wetlands. SEDGE DISPOSAL SYSTEM a. Septic tank size b. Septic tank installed level 4? c. 10' minimum fron foundation d. No 90° bends, cleanout within 10 ft. of 45° bend ,1�W/ °4 S e. DISTRIBUTION BOX 1. All outlets at same elevation - water tested 2. Protected below frost 3. Minimum 2 ft. original soil between box and trenches f. JUNCTION BOX - properly set g. TRENCHES 1. Length required - 2/' =/ of Le-rigth installed 417""-I� 2. Distance to watercourse measured: ft. 3. Installed accordin to plan 4. Distance center to center 5. Slope of trench acceptable 1/16 - 1/32 " /foot. 6. 10 feet from property line - 20 feet - foundations tC 7. Depth of trench < 30 inches fran surface 8. Roam allowed for expansion, 50% 7� 9. Size of gravel 3/4 - 11" diameter 10. Depth of gravel in trench 12" minimtuu 11. Pi" ends capped_ h. PUMP OR DOSE SYSTEMS 1. Size of pump chamber 2. Overflow tank 3..Alarm, visual /audio 4. Pump easily accessible manhole to grade 5. First box baffled v ^' 6. Cycle witnessed by Health Department estimated flaw per cycle HOUSE a. House located per approved plans. r( b. Number of bedrooms WELL a. Well located as per approved 21ans b. Distance fran SDS area measured ' eft. c. Casing 18" above grade. d. Surface drainage around well acceptable. ) � OVERALL WOMAIPMIP a. Boxes properly grouted G1 y G b. All pipes partially backfilled c. All pipes flush with inside of box d. Backfill material contains stones < 4" in diameter e. Curtain drain installed according to plan f. Curtain drain outfall protected & dir.to exist.watercours 3E g. Footing drains discharge away fran SDS area h. Surface water protection adequate i. Errosion control provided on slopes greater than 15 %. \I a PUTNAM COUNTY DEPARTMENT OF HEALTH ' \ 11 Dlvlsloa of Environmental Health Services. Carmel, N.Y. 10512 Engineer to Provide Permit # Re- Submission - Lot 1 onmit # KATE FCOMPL/ /J CONS U ON PERMIT FOR SEWAGE DISPOSAL SYSTEM Building permit q 1 4 3 � j PAT TE Loeatedat Mooney Hill Road T Town or or V usage Subdivision Name Fairview Manor Subd. Lot H 1 Tax Map 1 Block 1 Lot 19 p Owner /Applicant Name Amicucci Development Renewal— ❑ Revision 0 5;5 ;QS MnN/,ed Date of Previous Approval 5/87 MaWngAddress 10 Rockhagen Road Town Thornwood, NY Zip 10594 Building type Single Family Lot Area 2.85 Fill Section only Depth Volume Number of Bedrooms 4 Design Flow G P D fine PCHD Notification Is Required When FM Is completed Separate Sewerage System to consist of Gallon Septic Tank and 444 LF of 2411 Trench. To be constructed by Helka Addreaa Mahopac, New York Water Supply: Public Supply From Address or: I X Private Supply Drilled by To be Determin die. Other Requirements I represent that I am wholly and completely responsible for the design and location of the proposed system(s); 1) 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 of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Commissioner of Healthwill be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder Will place in good operating condition any part of said sewage disposal system during the period of two (2) years immediately following thedate of the issu- ance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto; 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 stan rds, rules and regu s i�l'ons of the Putnam County Department of Health. Date 11/0/87 Signed Irma Baron �i P.E. X_ R.A. Atldressfgr Baldwin & Cornelius, P.C., Brewster, NY License No 43791 APPROVED FOR CONSTRUCTION: This approval expires two years from the pate issued unless construction of the building has been undertaken and is revocable for cause or may be amended or modified when con sidereO, necessary by the Commissioner of Health. Any change or alteration of construction requires a new permit. Approved for disposal of domestic sanitary sewage, a ler e _ supply only. Rev. % p _ 1/87 Date _ �s�"�� , '/ iS/ gv� PUTNAM COUNTY DEPARTMENT OF HEALTH \�CONSTRU Division of Environmental Health Services. Carmel, N.Y. 10512 Engineer to Provide Permit N on CERTIFICATE OF COMPLIANCE ���'` p N PERMIT FOR SEWAGE DISPOSAL SYSTEM Permit N i PAT Located at Mooney Hill Road Town or Village Subdivision Name Fairview Manor Subd. Lot # 1 Tax Map 1 Block 1. it 19 Owner /Applicant Name Amlcuccl Development Renewal— ❑ Revision ❑ Date of Previous Approval Mailing Address 10 Rockhagen Road Town Thornwood, NY Zip 10594 Building Type Single Family Lot Area 2 .85 ac Fill Section only Depth volume Number of Bedrooms 4 Design Flow G P D 800 PCHD Notification is Required When Fill Is completed Separate Sewerage System to consist of 1250 Gallon Septic Tank and 500 L, F . of 24" trench To be constructed by To be determined Address Water Supply: Public Supply From Address or: x Private Supply Drilled by to be determineirldress Other Reouirements 1' f ill (ROB) 110 cy 1 represent that 1 am wholly and completely responsible for the design and location of the proposed system(s); 1) 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 and regulations of e Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Commissioner of Healthwill be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder Will place in good operating condition any part of said sewage disposal system during the period of two (2) years immediately following thedate of the issu- ance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto; 2) that. the drilled well described above will be located as shown on the approved plan and that said well will be Instal} in accordance with the standards, rules and regu a o s of thh Putnam County Department of Health. ( / - �� Date �1121,� Signed sr.19/��.�. ®t-�y % �_P.E. t_� R.A. Atltlress Baldwin &Cornelius, PC, Rt. 22, Brewster,10502icense No APPROVED FOP, CONSTRUCTION: This approval expires two years f m the da e�issued unless c nstruction of the building has been undertaken and is revocable for tail a or mat�e mended or modified when con arPtl essary nM7�'h�,'•44 C���QQQ m'.,•(rAA���s'���fff►►LL,,ne of HMealth. Any change or alteration of construction Rev. requires a new' rm7it.� n l rove for disposal of domestic ni�ary .wage, I/ pribatp % er suppAy onl 1� DEPARTMENT OF HEALTH Division of Environmental Health Services \ TWO COUNTY CENTER - CARMEL, N.Y. 10512 (914) 225 -3641 APPLICATION TO CONSTRUCT A WATER WELL `� PCHD PERMIT � WELL LOCATION Street Address Town/Village/City Tax Grid Number Mooney Hill Road Patterson 1 -1 -19 WELL OWNER Name Mail ing Address Amicucci Dev. , 10 Roc khagen Road, Thornwood, NY ®Private 105% Public USE OF WELL 1 - primary 2- secondary in RESIDENTIAL 0PUBLIC SUPPLY ❑AIR /COND /HEAT PUMP 0 BUSINESS 0 FARM 0 TEST /OBSERVATION 0 INDUSTRIAL 0 INSTITUTIONAL 0 STAND -BY 0ABANDONED 0 OTHER (specify; 0 AMOUNT OF USE YIELD SOUGHT 5+ gpm /# PFOPLE SERVED 4 -5 /EST. OF DAILY USAGE 800 gal REASON FOR DRILLING @NEW SUPPLY 0 PROVIDE ADDITIONAL SUPPLY OREPLACE EXISTING SUPPLY 0DEEPEN EXISTING WELL EI TEST /OBSERVATION DETAILED REASON FOR DRILLING NEW RESIDENCE WELL TYPE DDRILLED DRIVEN ®DUG []GRAVEL, C] OTHER IS WELL SITE SUBJECT TO FLOODING? YES X NO IF WELL IS LOCATED IN A REALTY SUBDIVISION, NAME OF SUBDIVISION: Fairview Manor Lot No. WATER WELL CONTRACTOR: Name ( to be determined) Address: IS PUBLIC WATER SUPPLY AVAILABLE TO SITE: YES X NO NAME OF PUBLIC WATER SUPPLY: TOWN /VIL /CITY DISTANCE TO PROPERTY FROM NEAREST WATER MAIN: Over 1,000' LOCATION SKETCH & SOURCES OF CONTAMINATION PROVIDED []ON REAR OF THIS APPLICATION )ON PARR (see SSDS plan) 5/5/87 (date) A (signa ure) s PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above is granted under the provisions of Subpart 5 -2 of Part 5 of the New York State Sanitary Code, and provided that within thirty (30) days of the completion of water well construction, the applicant s.hall: 1. Pump the well until the water is clear. 2. Disinfect the well in accordance with the r quirements of the Putnam County Health Department attached to this p rmi . 3. Submit a Well Completion Report on a form p vi ed e P t a unty. Health Depa ment. Date of Issue: 19� Date of Expiration: 19 ermit Issuing OfficialV Permit is Non - Transferrable White copy: H.D. File Yellow copy: Building Inspector Pink Copy: Owner 2/87 Orange copy: Well Driller ... RIB PUI'NAM COUN`T'Y DEPARMSENr OF HEALTH - DIVISION OF ENVIROMHIMn HEALTH SERVICES Il�DIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE DISPOSAL SYSTEMS REVIEW SHEET - CONSTRUCTION PERMIT DATE REVIEWED: S BY: (Name of Owner) (Street Location) , DOCUMENTS Permit Application Corporate Resolution Plans - Three sets s/s _ Engineers Authorization Design Data Sheet (DDS) SUBDIVISION Deep Hole Log Perc I Consistent Perc Results (3) Fill Perc Hole Depth cd .--- House Pi - Two sets Well permit; PWS letter Variance Request GENERAL Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Tcwn/DEC Permit R & D) Data On DDS Plans & Pennit Same REQUIRED DMI S ON PLANS Sewage System Plan - (north arrow) Sewage System Hydraulic Profile - Gravity Flora Fill Profile & Dimensions - Volume D or J Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes (grinder notes) Design Data: perc and deep results Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter,Curtain Drains (discharge OK) Perc & Deep Holes Located Representative of primary and expansion Expansion Area;shawn;gravity flow,suff. size If Pumped Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Proposed Systems Property Metes & Bounds . House Setback Necessary (Tight lot) House Sewer - 1 /4" /ft. 4 110; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields 10' to P.L., Driveway, Large Trees,Top of fill 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 100' to Stream, Watercourse, Lake (inc. expan) 15' to Drains - Curtain, Leader, Footing 351to catch basin,stormdrain,piped watercourse 10' to Water Line (pits -201) 50' intermittent drainage course Septic Tanks 10' fran Foundation; 50' to well 15' Well to PL i/ �i MINE NEI LF trench provided required 60 ft. max.' Parellel to contours r■ MOMM®AN ��- NWMN NEWMAME rAIME WE �► rum - mom l Elm DOCUMENTS Permit Application Corporate Resolution Plans - Three sets s/s _ Engineers Authorization Design Data Sheet (DDS) SUBDIVISION Deep Hole Log Perc I Consistent Perc Results (3) Fill Perc Hole Depth cd .--- House Pi - Two sets Well permit; PWS letter Variance Request GENERAL Legal Subdivision Subdivision Approval Checked Ex- approval SSDS Adj. Lots Checked Wetland (Tcwn/DEC Permit R & D) Data On DDS Plans & Pennit Same REQUIRED DMI S ON PLANS Sewage System Plan - (north arrow) Sewage System Hydraulic Profile - Gravity Flora Fill Profile & Dimensions - Volume D or J Box;Trench /Gallery; Pump pit details Septic Tank - Size, Detail Well Detail, Service Line if over Construction Notes (grinder notes) Design Data: perc and deep results Two -Foot Contours Existing & Proposed Driveway & Slopes Cut Footing /Gutter,Curtain Drains (discharge OK) Perc & Deep Holes Located Representative of primary and expansion Expansion Area;shawn;gravity flow,suff. size If Pumped Pit & D Box Shown & Detailed House - No. of Bedrooms Wells & SSDS's w /in 200 ft. of Proposed Systems Property Metes & Bounds . House Setback Necessary (Tight lot) House Sewer - 1 /4" /ft. 4 110; Type pipe No Bends; Max. Bends 45° w /cleanout SEPARATION DISTANCES SPECIFIED ON PLAN Fields 10' to P.L., Driveway, Large Trees,Top of fill 20' to Foundation Walls 100' to Well; 200' in D.L.O.D, 150' pits 100' to Stream, Watercourse, Lake (inc. expan) 15' to Drains - Curtain, Leader, Footing 351to catch basin,stormdrain,piped watercourse 10' to Water Line (pits -201) 50' intermittent drainage course Septic Tanks 10' fran Foundation; 50' to well 15' Well to PL i/ �i Fairview Manor Estates -'1'.i;ST PIT DATA HEMMED TO LSE SUB14,1�',"FED LI:'1'!1 APPL•ICATIO11 SI' IIOL,7,- LSC1III "1'IUIJ UP' SUI C11�;E iL ]D 111'1( BOLE 140. 011 G.L. candii 1nam 12" 1(•I" 21111 3611 11211 11 E3" 51111 6u" 66" 7211 71311 • ' f 31l " 6' to rock 11OLE 140. 012 6.' to rock 110LEE 140. 013 —sandy loam 111MC1 TE' LLVEL AT 1-1111CII GRUUIID WATER IS ENCOUNTERED 111DiCATO LEVI;JL TO W1LIC11 I•IATEII LEVEL 111SE3 AF`TEII DEING E14COUHTEIZED TESTS I.OE BY Date L IU Soll ]late Used MtVl "llrop: S.D. Usable Area Provided Ila. of L'ndrooms Septic Tattic Capacity Gals. Type Absorption Area 'rovlcIec Eiy L. F. x24" S "— width Vireiic(t. OLlier I lame iEiiature Address THIS SPACE FOR USE BY 11EAVVII DEPAIt'1MENT ONLY: SM L Boll (late Approved Sq. Ft /Gal. Checkod by Date Baldwin & Cornelisu, P .�tk of n'Elt RU 6 Route 22 Brewster, NY 10509 r.�'., �L n,� r E3317:11• Own\.Fl Assoc., Inc. 0 c a ':ion;.;;r� ;;Mooriry . Hill Rd. Patterson 4' to rock 111MC1 TE' LLVEL AT 1-1111CII GRUUIID WATER IS ENCOUNTERED 111DiCATO LEVI;JL TO W1LIC11 I•IATEII LEVEL 111SE3 AF`TEII DEING E14COUHTEIZED TESTS I.OE BY Date L IU Soll ]late Used MtVl "llrop: S.D. Usable Area Provided Ila. of L'ndrooms Septic Tattic Capacity Gals. Type Absorption Area 'rovlcIec Eiy L. F. x24" S "— width Vireiic(t. OLlier I lame iEiiature Address THIS SPACE FOR USE BY 11EAVVII DEPAIt'1MENT ONLY: SM L Boll (late Approved Sq. Ft /Gal. Checkod by Date Baldwin & Cornelisu, P .�tk of n'Elt RU 6 Route 22 Brewster, NY 10509 r.�'., �L n,� r E3317:11• Own\.Fl Assoc., Inc. 0 c a ':ion;.;;r� ;;Mooriry . Hill Rd. Patterson r-. -.. I J.A .v•u—II a al AL"&JJ I./ Uli /II dVJ.liU �t1UIP1'Y Ul"i "RE, 11UIIDIIIU, Untt61LL;. 11. Y. 10512 DMUII MIA 131 ' I1' -IJLII RAT1s t1LMME •U11l1'USAb 11JtEl E1•1 tI N t l u l'`_ /Iddt a tt n 1VAN IIU. Lucutud ut t11L1'nut t3vu0 -' Illuvk — Lut UU- iieuiiiii ui'uun zuGile -on). Ilwt1u11xalltp ?Jatargl�ea -- t;u1L i'L;IlUUln1'1yI1 '1'L "J'1' 1tIlY/1 t1L�dU1111;11 '1'U UL i3UUI.11'1'1' ' 111111 nt'1'Llt,'n'1'1U113 FAIRVIEW' MANOR C1] ' 1 llii) ii , Iluml�nt• ULUUA '1'llll� I'L7M1ATIUll WIVUt.ATIUI1 tx VU.l flu.. '1'lmu 11'1'0111 U1'auttd, 13u1•Iaue 1.11 J.11:1100 dull It,iItU Mu1-WA-•up I11ti. t)I;u1`t Ulm r jurtil! �u Utii. /lu acid, . luc;l�uu 1ttu�len luclien A 1 1257 - .127 . • 30 21 23.5 2.5 12 129 - 159 30 21 23:5. 2.5 12 �j 201 - 231• 30 21 23'.5 2.5 12 it 3 1 -1 257_ _- 127 30 '21 . 23.5 2.5 12 U 130 -- 2(10 30 �Z1 23.5 2.5 12 } 203-- 233 30 21 23:36 2.5 :'._12 1 sue; , it II • t• IIuh! 1 1) 'l'nt►tta tt1 bu x•elm.uted til: a► um lel� ;li 1111111 n ' a'ux 11ol. -O v etlut►.I �l. 111;UU (11'0 vUtultiad ut eauli I,e1•uylptiuu �aul Mule. All dutu to Lu uu�,n11�.�U� . •lul• 1'UV UN. .2 Im1,th manuut-emunto to be inda !i'um tut► ui' bula. F NEW - OR y O /0 O �P� M +o. 379 OF � p ..r - Q C1] ' 1 APPENDIX M . PUTNAM COUNTY DEPART T OF HEALTA " ' DIVISION OF ENVIROMRTrAL HEALTH SERVICESIU AFFIDAVIT- CORPORATE OWNER APPLICATION eYI FOR PERMIT APPLICATION SUBMITTED TO PUTNAM 00UNW_0 HEALTgi DEPAR24ENT TO: Commissioner of Health - In the matter of application for: Z:j n (J(E/ ,! / /9`f 02 5'0/6 ©/ ✓!S' b .� 2 100Q I, N -Ivi"e A" f•(tre'Cj represent that I am an officer'or,employee of the corporation and am authorized to act for C C; e i.� lvn air 7 (Name of Corporation) having offices at I(J /'ooe0iq'C-C .0 2 TA otz'ucyyc-i't X/- t./ Whose officers are: / President: 4y4N1 1.e I /i /� i' ! e ci ' (c O �iei j-;q jew D leAJWOO C1C , i�- L(, (Name and address) Vice - President: BETTY L. ESPOSITO Notary Public, State of New York, No. 4526303 Qualified in Putnam County pp� Comriiszicn Expires April 30, 19A/ Title: Aes . uorporare zjea]; ,) n Ea , sTAM< �� conoty »ey=�`~-- e» ��tuumf I�o/lro�mol��I II�u�t� �wz*^- ��nloloo o d �c� oo�fnzma#ce �rltb ' o�nd uo z�ote ,�lstl�oe Of t�» ��r u�d�« ��}Iicu�Ief�lon D~�-- ° T1 19 D ������~�@d��0k� �� ��»���*��m wv�'mm w m=��m� FAIRVIEW MANOR TOWN OF PATTERSON NEW -YORK PUTNAM COUNTY qA`*- - - ' ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ Ea , sTAM< �� conoty »ey=�`~-- e» ��tuumf I�o/lro�mol��I II�u�t� �wz*^- ��nloloo o d �c� oo�fnzma#ce �rltb ' o�nd uo z�ote ,�lstl�oe Of t�» ��r u�d�« ��}Iicu�Ief�lon D~�-- ° T1 19 D ������~�@d��0k� �� ��»���*��m wv�'mm w m=��m� FAIRVIEW MANOR TOWN OF PATTERSON NEW -YORK PUTNAM COUNTY qA`*- - - ' ! f z. t , � ' t w , i s ^ t H ART x 93.5 D =N 48 s f�--E } 'A 9- -6 I — B M :103 A N! 54 B.N 58 i p 44 A S 22. B S r 68 248 i _ 1 NN ;k kin 1 11:31 1 J �r 4 D BALDWIN & CORNELIUS, PC. BY___�JS L_-- -DATE _��I4I?'�_ SUBJECT -_1_ /?_12 V I E hJ - -- !'NOR -- - - -- SHEET NO.--------OF ------- tCHKD.BY- - - - -- DATE-- - - - - -- ----------= Q- I - - - -- - -------- ------- -- - - - -- JOB NO.--------------------- K S��"114s z4N-- �'�-- Pu."f--------- ----------------------- - - - - -- p� s l6�J r- Lo w ZOO 6PJ 1bP-r1-; _ 1000 &PD LE,V &T M OF F /ELLiS ( /0 A41N P><RC RA76 TLS"fED) LF i4tzCA O F PV c I 3, 5'l : 12 �_ _ 0 °7 67 s' f teC4 x (-F = O. 0-i (c -7 -5 47 x 444 LF DOS C P.-(_Qu(iZ Em bjT (Zrclu'2fMEnlr (75,°(, IDusc) 39;05 f'i 3 x T 4F9gi /f4-3 X ,"7S - I `i! GAS 60sc PU7_A)Pr ^ Cou"T>e C)s'4 -E _ %00 GAL So u 5 C /.00 c-A. L. L) O 5 C 4 x G PUMP .PiT CA- PAccry = 180 �faL /VFr�,�a! Foot X1-4 Do3E flLLowED /Ud 9 °I_ S �o vF x /2 r = 6,7 I/ 1,90 •9' 1 VF Daaw 4X x ((a.7 = /z� X -7. IOo , 2- DOS E x b _ Z x 7,4 1.4 3 = 91, -7 (o ,9a l dose �' lY Ckc k SIZE OF f I T �� p - • �q- : p:fi.,00,1 N v To A � F �2n� TU & VSED DA 1 L y pcov - �iOO G _ C.4 PA a .,y go V F FoP_ DAY STonA &c . ;b ti BALDWIN & CORNELIUS, PC. BY - - -W-5 H_--- DATE_1It5/ 'g7 SUBJECT___- AgNOR______ ---_ -- SHEET NO_ -----__OF____--- CHKO. BY - - - - -- DATE-- - - - - -- - --- --- - - ---- T__ �..- --- -- -------- - - - - -- JOB NO.-- - - - - - -- ---- ------ - - - - -- ----------------------------- ........ Pv•vi�--- - - - - -- ----------------------------- F //u D PJm p To BE ustD u5E GOOLDS PUMP MODEL 01 App,-u✓ed E y,v.y. /�., -► (se.q cha. f T07AL_ HEAD L_,) SS 517fi'r1 ( MtEAp Lo SS' = d ELEV F2oM Pv„p 0 F 70 /"v D -t3OX £LEV PumP `OFF" 9SZ.92 E L E V sAIV j)-(30+c 962 - I.5 HL = 17 6o.S- - .9s2.92 = 7.5B F2ic7 i6" Lo ss ID see le'hyft, = 510 -t5- = 55' pu..Ir r« {� used. (rry 20 gal C- = 130 29 V e 1o,, 4,y _ 2 , 0 ve %o icy �,d _ � ._ .o • 0 6 rr—� L-055 of 000' I/. Z 5, {nom SSr = 0, bZ \ - -- n1 /t .vt l r LOSSES _... _ __... _.. ..._ . Fess" chlca'o l u. "' i4i"J irs - - - -- - ... ... bookie+ 04 66) Q = Z -o Fist-u. 'PQMP TO D 1 S TR.i g urio.j goA Na. viizg K 10 ° ►3 EN.ns 457 �END5 10(0 3.. CtiECK VALVE (ZII y QQEN.�, 1. 06 �L= �• Sg +.15 + . 0(' S, O h (_�OlLdds r ' �_7 6 5j -6 4 3.ok55 3 8 PERFORMANCE .RATINGS - in gallons per minute WE051IH WE051 I If Series WE0512H WE0712H WE1012H WE1512H WE0512HI No. WE031 I L WE031 I M WE0532H WE0732H WE1032H WEI53211 WE0532HI WE0312L WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HI Hp 1/3 1/2 MODELS RPM 1750.' .1750 35W 3500 3500 3500 3500 35W 100 = 70 1.:80 90 106 114 60 ..80 65 76 87 102 Ill 55 Series HP Volts Phase Max. RPM Solids Weight 10 83.,: Amps. ILbs.1 15 .60 57 71 83 98 108 52 73 C1 15D 9.4 20 36 45 65 78 94 104 48 77 WE0312L ,7W 56 �3 230 4.7 25 26 59 73 89 100 42 WE03 I 1M 115 9.4 30 50 67 84 96 39 72 WE0312M 238 0 4.7 35 40 61 79 91 34 63 -`-V E05 �11 H 115 13.0 ; -_ : 40 26 52 72 .86 30 66 WE0512H _230- 6.5. "a .45 10 43 .64 79 23 58 WE0532H 208/230 3 14 50 30' 54. 72 18 60 WE0534H • 460 12 112 - 60 55 17.1- .42 63 52 WE051 I HH 115.. 13.0.. 60 6 28 53 3 54 WE0512HH 230 6.5 65 16 40 45 WE0532HH 208/230 3 3.3 70 5* 26 47 WE0534HH 460 1 1.7 3/4' 75 14 37 WE0712H 230 1 9.0 80 4 40 WE0732H 3/4 2081230 5.4 90 3 3500 33 WE0734H 460 2.7. 70 100 24 WE1012H 230 1 11.6 110 15 WE1=H 1 208/230 3_ 6.4 120 4 WE1034H 460 3.2., WE1512H 230 1 13.3 WE1532H 208/230 3 9.2 DIMENSIONS WE1534H 1-1/2 460 4.6 80 WE1512HH 230 1 13.3 (All dimensions in inches) WE1532HH 208/230 3 9.2 (Do not use for construction purposes.) WE1534HH 460 4.6 0 5:y' EFFLUENT �0EUTOW$,'Y-STEM ROTATION Pac k& UICIddei D it Effluent Subnler§ible Effluent Pump 2" NPT e- A an' eiec't system E 11M,',l2M..'- ease of order inst6ifa- EOM�Q I 2L or W 03 (ion. A single ering numb r 1WE0511HH,121-11-1_ -- A2-5 specifies a c a s s n :Morc7tiry Level Control Switch designed for 15 V). A? -6 (230 V) and cominerc) ump nd X elfluent p p a Basin X/A Basin e4ver A13,1822 KICK -BACK Check aN9 A 9 - 2 P . . . Order No.: SW% T. C11L, SWEQ3.12L D V, 1/2, -Y. and I HP = 15" except for model WE0712H & WE1012H = 18"; SWE031 1 M. ' 6312m; w. 1, SWE051 I HH. SWE0512H1­1. 1 1h HP = 18" Available Certifications: %j1,1 Canadian Standards Association Pennsylvania Bureau of Mines for non-I.- - applications - BOTE 91. SENECA FALLS NSW YC)PK 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOI PRINTED IN U S A. FEATUrlrS 1. Impeller 2. Casing 3. Mechanical 7 -7) f Seal 4. Shaft 5. Motor 6.• Bearings - Upper & Lower 7. Power Cable 8. O-Ring 5 (_�OlLdds r ' �_7 6 5j -6 4 3.ok55 3 8 PERFORMANCE .RATINGS - in gallons per minute WE051IH WE051 I If Series WE0512H WE0712H WE1012H WE1512H WE0512HI No. WE031 I L WE031 I M WE0532H WE0732H WE1032H WEI53211 WE0532HI WE0312L WE0312M WE0534H WE0734H WE1034H WE1534H WE0534HI Hp 1/3 1/2 MODELS RPM 1750.' .1750 35W 3500 3500 3500 3500 35W 100 = 70 1.:80 90 106 114 60 ..80 65 76 87 102 Ill 55 Series HP Volts Phase Max. RPM Solids Weight 10 83.,: Amps. ILbs.1 15 .60 57 71 83 98 108 52 73 C1 15D 9.4 20 36 45 65 78 94 104 48 77 WE0312L ,7W 56 �3 230 4.7 25 26 59 73 89 100 42 WE03 I 1M 115 9.4 30 50 67 84 96 39 72 WE0312M 238 0 4.7 35 40 61 79 91 34 63 -`-V E05 �11 H 115 13.0 ; -_ : 40 26 52 72 .86 30 66 WE0512H _230- 6.5. "a .45 10 43 .64 79 23 58 WE0532H 208/230 3 14 50 30' 54. 72 18 60 WE0534H • 460 12 112 - 60 55 17.1- .42 63 52 WE051 I HH 115.. 13.0.. 60 6 28 53 3 54 WE0512HH 230 6.5 65 16 40 45 WE0532HH 208/230 3 3.3 70 5* 26 47 WE0534HH 460 1 1.7 3/4' 75 14 37 WE0712H 230 1 9.0 80 4 40 WE0732H 3/4 2081230 5.4 90 3 3500 33 WE0734H 460 2.7. 70 100 24 WE1012H 230 1 11.6 110 15 WE1=H 1 208/230 3_ 6.4 120 4 WE1034H 460 3.2., WE1512H 230 1 13.3 WE1532H 208/230 3 9.2 DIMENSIONS WE1534H 1-1/2 460 4.6 80 WE1512HH 230 1 13.3 (All dimensions in inches) WE1532HH 208/230 3 9.2 (Do not use for construction purposes.) WE1534HH 460 4.6 0 5:y' EFFLUENT �0EUTOW$,'Y-STEM ROTATION Pac k& UICIddei D it Effluent Subnler§ible Effluent Pump 2" NPT e- A an' eiec't system E 11M,',l2M..'- ease of order inst6ifa- EOM�Q I 2L or W 03 (ion. A single ering numb r 1WE0511HH,121-11-1_ -- A2-5 specifies a c a s s n :Morc7tiry Level Control Switch designed for 15 V). A? -6 (230 V) and cominerc) ump nd X elfluent p p a Basin X/A Basin e4ver A13,1822 KICK -BACK Check aN9 A 9 - 2 P . . . Order No.: SW% T. C11L, SWEQ3.12L D V, 1/2, -Y. and I HP = 15" except for model WE0712H & WE1012H = 18"; SWE031 1 M. ' 6312m; w. 1, SWE051 I HH. SWE0512H1­1. 1 1h HP = 18" Available Certifications: %j1,1 Canadian Standards Association Pennsylvania Bureau of Mines for non-I.- - applications - BOTE 91. SENECA FALLS NSW YC)PK 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOI PRINTED IN U S A. at.�,RM t_tGi�-r b' P cJ� y_ Gz2AD� jai-, Y C +5 x! iN.r.95�65 � a 958.4 .a {N�/.958•�1 e�.�.l. 54.45 .:: � • - �' �PRt =GRIST GotyG.2ETE 1 Z50 faAL . C3E� GoNZ'2oi . >3oX tr tt�t P T SipFSIGE� - �•- z� sc...rt E. EN Ero vE�t-r ��'� -.•—w �'nuy C-�I -LESS M.H. ' Z. l,. .0 `• D •� o o' 0 �D - f'-t Et_ 4 �n ,a. .,X•• r.,. a •, r' - GoR2�lON PRooF 4Hp.lt1 —� To Dt5Po5AL A2E/a i/4 H�e.e tN g:,rrt.e. do PIPE G! ti>=Gi� VAI VE ry (>a6vEAvr rruczwG. jN PjpE 2 p 24 HE FLOW s-roR-AC.e =�;�' P��AST G.oN�2ETt� Pc.iMP PtT q••x(s it151C�E OcM.CPLs�.t�l� voL.- 160 t- ./v.F. - ..PuMP oN 953 42 PUMA oFF 95z.9Z l�oc.IC.DS Suf�M. SEWI>bE EFFt_.LlEt�1T pLItA' iAoi7Et_ 3885 WE 03L w/ t/3 KP. MoTom- RATEo Fcc2. ZO GPM g T,oN. (.c.2 APPtZOvr--p ELEVATION - PUMPEO SEWAGE DISPOSAL SYSTEM (actual Diameter, 1.611.) Discharge in Callon. Velocity, Loss of Head in Feet per 1000 feet of length. Per Per 24 pert Second. Head, Smooth nary Smooth Ordi- Badly Feet. Straight New nar Old Very Tuber- S�raight Hours. Feet Secons d h and Smooth _" Smooth Iron. Ordinary Iron. Old Ircn. Very Rough. Per Minute. Per 2 Hours. c -140 r -130 c -120 c -100 c -80 c -60 c -40 _ Straight. .New ' 0.61 0.01 1.0 1.2 1.4 2.0 c -140 c -120 c -100 c -80 c -60 4 5,760 0.63 1.42 ?A -1.87 2.62 4.0 6.8 5 7 ?00 0.79 2,13 2.83 3.98 6.0 10.3 6 8,640 0.94 2.98 3.98 5.6 8:4 14.3 7 10,080 1.19 3.97 5.3 7.4 11.2 19.2 3 11,520 1.26 5.1 6.8 9.5 14.3 24.2 9 12,91;0 1.42 6.3 8.4 11.8 17.9 30.6 10 14,400 1.57 7.7 10.2 14.3 21.7 36.6 12 172$Q , v L.$9 10.8 14.3 20.1 30.4 52 14 .,•20.160 - :.2:20;'::. 14.3 19..1 26.8 40.5 69 16 :.' 23,0.40• -2 -,52, .; ^ 18.3 ' 24.4 34.1 52 88 16.9 19.6 27.3 41.6 71 150 30 43,200. 18: 25,920 2.33 . • .r 22.8 30.2 42.4 64 109 20 23,3001 3.15'._ -' 27.8 37 52 78 134 22 31,680 3.46= : 3$.0 ,94_ 62 93 159 2i'. 34,5601 3.78 -, 3 -8.8 4 52 73 103 185 211. 37,4401 4.09. X15.1 60 34 127 217 210 446 50 72,000 5.11 0.40 53 §1 28 •..10,320 -! 4:41.' 52 69 97 146 248 30 43';20.;.;.`:'.:4..7.2' 73 59 78 110 166 282 35 50,400 5.51 I 78 103 147 220 374 40 57,600 6.30 100 133 188 281 480 45 64,800 7.08 124 166 '• 232 350 600, 50 72,000 7.87. 152 202 2S4 428 730 55 79,200 8.66 181 240 340 510 870 60 86,400 9.44 212 281 396 C00 1020 65 93,600 10.23 246 323 459 700 1180 70 100,800 11.02 282 376 530 800 1360 75 108,000 11.30 321 427 600 900 1540 SO 115 0 12.59 361 480 680 10 '20 1730 35 122, .35 306 540 750 1140 1940 90 129,G 3'D 117 *405 "'-450 1 600 840 12CO 2140 95 136e- 14:95°- , 49� 660 930 1400 2390 100 144.006 15.74 '.550 730 1020 1540 2620 110 X158,. 17.31 650 r� 870 12_'0 1840 3120 120 X172,8001 9 > 77.0 " 1020 1430 2170 3690 130 1187,200 46 890 ,'� 1180 16110 2500 4260 140 201,6001 2.0! kQ20 4F 1360 1900 2380 4390 244,800 17.36 4.67 520 590 690 960 1460 2480 5300 180 259,200 18.38 5.23 570 650 Z" F e E (actual diameter, 2.00 ins.) Discharge in Oalloas, tVelon Y y t i "�' I Loss of Head in Feet per 1000 feet of length Veloc- ; Very ry ity Ordi- I Per Per 24 pert Second. Head, Smooth nary Smooth Ordi- Badly Feet. Straight New nar Old Very Tuber- S�raight Hours. Iron. Brass, Iron. Iron Iron. Rough., culated. ^• Tin, tc. Tin, etc. ! c -140 r -130 c -120 c -100 c -80 c -60 c -40 _ 6. 8,640 0.61 0.01 1.0 1.2 1.4 2.0 2.9 5.0' i 10.1 8 11,520 0.82 0.01 1.8 2.0 2.4 3.3 5.0 8.61 18.: 10 14,400 1.02 0.02. 2.7 3.1 3.6 5.0 7.6 12.91 27.5 12 17,280 1.23 0.02 3.8 4.3 5.0 7.0 10.7 18.1 38.: 14 20,160 1.43 0.03 5.0 5.3 6.7 9.4 14.2 24.1 51 16 23,040 1.63 0.04 6.4 7.4 8.6 12.0 13.2 30.9' 66 18 25,920 1.84 0.05 8.0 9.2 10.7 14.9 22.7 38.6 82 20 28,800 0.06 9.8 11.2 12.5 13.2 27.5 46.8 99 25 36,000 2.55 0 :1U 14.8 16.9 19.6 27.3 41.6 71 150 30 43,200. 3.06. 0.15 20.7 23.8 27.3 38.4 58 99 210 35 50,400 3.57 0.20 27.5 31.5 36.6 51 78 132 280 40 57,600 4'.08 0.26' 35.1 40.2 46.'8 66 99 168 359 45 64,800 .4.60 0.33 43.8 50. 58. 82 123 210 446 50 72,000 5.11 0.40 53 §1 71 99 150 257 540 55 79,200 5.62 0.49 64 73 84 118 179 305 640 60 86,400 6.13 0.58,1 74 86 99 139 210 359 760 65 93,600 6.64 0.68 , 86 99 115 161 244 416 880 70 100,300 7.15 0.79 99 114• 132 184 280 477 1010 75 103,000 7.66 0.91 113 129 149 200 318 540 1150 80 115,200 8.17 1.04 127 146 169 237 358 610 1280 90 129,600 9.19 1.31 153 182 210 294 447 760 1610 100 144000 1 10.21 1.62 192 220 256 358 540. 920 1960 110 158,400 11.23 1.96 230 262 306 429 650 1110 2330 120 172,300 12.25 2.33 271 310 360 500 760 1300 2760 130 187,200 13.28 2.73 312 360 413 580 880 1510 3190 140 201,600 14.30 3.17 360 413 479 670 1020 1730 3670 150 216,000 15.32 3.64 407 465 540 760 1140 1950 4180 160 230,400 16.34 4.14 460 530 610 860 1290 2210 4690 170 244,800 17.36 4.67 520 590 690 960 1460 2480 5300 180 259,200 18.38 5.23 570 650 760 1070 1620 2730 5800 190 273,600 19.40 5.84 630 720 840 1180 1780 3030 6400 200 288,000 20.42 6.46 690 800 920 1290 1960 3330 7100 220 316,800 22.47 7.82 830 950 1110 1540 2340 3990 8400 240 345,600 24.51 9.31 980 1120 1300 1820 2760 4700 9900 260 374;400 26.55 10.90 1130 1290 1510 2110 3190 15400 11500 29 �.7 WELL 95 O 0 Lo �, ..4 . 6 PUMP P- '.�. CS EC. OETAI L� ;r 60 8o too IZo sca l.6 Noez 6 / fo, - y CO �a LIZ r feet of the. pros ..of SSW shall to rclaw \ 2 / / W :red by the design engi eer /architect and t rnP.-1- he Pum :burnt after cnstrvcticnnad prior W terl(ill. .a cry, building matorials, or ---tod ear U, rhall b= L.14T E2 LiNE r`P� -I .G 1 ua9e disposal area. ConsL—tion o SSDS to be in and / �ISTR -I R:WTION �oX oN Go NG. FooTINf� here plans, .1- .1- a n any revisions thereto, till rules e rul issvinggwcnra. BEL�w ,F2osT. L—I"T lnrmit -tal ago- y. d of 5 gpa i s raVi rod. Yields less than 5 of n wil l 1, d W file Putru.. County Dafort—it of health. I / o Q t_sicn -hour hcrron do:s rot nrwidc for i—tallation cf A, SIICh lru^L]llaLlntl YQlLf1YC: UtC alTtrb.:f1 O. U tC Pntna:� Q tf Health. E ® D N �I• 1l / V P Y7 I / 6 / fo, - y CO �a LIZ r feet of the. pros ..of SSW shall to rclaw \ 2 / / W :red by the design engi eer /architect and t rnP.-1- he Pum :burnt after cnstrvcticnnad prior W terl(ill. .a cry, building matorials, or ---tod ear U, rhall b= L.14T E2 LiNE .G 1 ua9e disposal area. ConsL—tion o SSDS to be in and / n ✓) N here plans, .1- .1- a n any revisions thereto, till rules e rul issvinggwcnra. 7 lnrmit -tal ago- y. d of 5 gpa i s raVi rod. Yields less than 5 of n wil l 1, d W file Putru.. County Dafort—it of health. I / o Q t_sicn -hour hcrron do:s rot nrwidc for i—tallation cf SIICh lru^L]llaLlntl YQlLf1YC: UtC alTtrb.:f1 O. U tC Pntna:� Q tf Health. I 1l / V P Y7 I / .ecd W stabilize for 60 to 90 days folio +ing plxe:crt -t" Puto,, County D_p]lw -_nf of Health for acceptance, [ion of the sL+age synten. Date of placerr_nt —L be - ' ®011 county Uxssrbm t of Iim1M. :hall be suitable for sc age ataorption, be free of fines at-ial and r1lall lu,•e an in -place percolation rate \ to that in the natural Soil after the r aired e, iod. iLCet final S ^7 eTa 11rc engineer /arch shall Pc rf nrta a \ Q