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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.54 -1 -33 & 34 BOX 11 Ll om &I 7 T �l I'�' k r �i,I 01081 I ,. ��AM CMG • t SHERLITA AMLER, MD, MS, FAAP aJ, a ROBERT J. BONDI Commissioner of Health * * County Executive LORETTA MOLINARI, RN, MSNFl{r YpR� ROBERT MORRIS, PE Associate Commissioner of Health Director of Environmental Health DEPARTMENT OF HEALTH 1 Geneva Road. Brewster, New York 10509 June 24, 2009 Renee Barnes 42 Newburgh Road ; Patterson, NY 12563 Re: Septic System at 42 Newburgh Road (T) Patterson, TM # 25.54 -1 -33 & 34 Dear Ms. Barnes: This letter shall certify that the existing septic .system at the above referenced parcel received a septic system repair permit approval from this Department on March 21, 2006. The septic system was approved. 70 feet from the existing on -site well as a- "best -fit" repair due to site constraints and the fact that the existing wells and septic systems in I this development were installed under older regulations and the most recent repair complies' with current regulations to the best extent possible. _ .. _Respectfully,_ .:.._.. . Michael J. Bu zins P Director of E gineering MJB:kly Environmental Health (845) 278 -6130 Fax (845) 278 -7921 .Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845)27&6558 Fax (845) 278 -6026 Nursing Home Care Fax (845) 278 -6085 WIC (845) 278 -6678 Early Intervention / Preschool (845)228 -2847 Fax (845) 225 -1580 Jun 23 09 02:45p TG Robert & Renee Barnes 845 - 582 -0061 lei No C� J �r c(o; P.1 Jun 23 09 02:46p Robert & Renee Barnes June 23, 2009 Renee Barnes 42 Newburgh Rd . 'Patterson, NY 12563 845 - 582 -0061 p,2 Mike Zinski,, Thank you so much for taking the time to write a letter for me. I know you are extremely busy and I apologize for having you do this. We are in the'process of selling our house, the bank that the buyer is .going through is requiring a letter certifing the septic system It should also state that our well is 70 feet from the septic system and has been approved by the Health Department (grandfathered in ?). Anything more that you can add would be greatly appreciated.,,. Again, I apologize for having you do this. Please call me when you have it realy and I will pick it up. My.number is (845) 582 -0082. Thanks for your assistance! Renee Barnes Y 1 , v" ❑ M ❑ ❑ ❑ ❑ SITE LOCATION OWNER'S NAME MAILING ADDRESS APPLICANT PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES Internal Use On Repair Permit issued in last 5 years Repair within Boyd's Comers, W. Branch or Croton Falls Res. EPAIR ❑ Not in Watershed ❑ Delegated TM # _T Repair within 200 ft. of a watercourse or DEC- mapped wetland ❑ Joint Review Name & Relationship (i.e., owner, tenant, contractor) DATE FACILITY TYPE G5'i c PCHD COMPLAINT # �11s PROPOSED INSTALLER I � � a � C PHONE # 'LD7 -°I.7 lee _ ADDRESS �L REGISTRATION /LICENSE # Proposal (include a separate sketch locating the house, property lines, all adjacent wells within 200 feet of repair and the location of existing and proposed trenches) NOTE: Repair must be in same location and of same type as original sewage disposal system. Different location and proposed pump systems will require submittal of proposal from licensed professional engineer or registered architect. I, as owner, or reporte agent of owner aglee to the conditions stated on this form SIGNATURE RETITLE Proposal approved with the fo owing conditions: 1. Procurement of any Town Permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name b. 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L• L• 4L• L• 1 .1•L•L•M1•L•L•L•M1•L•M1•L•L•M1•L•L• Peat system 1. 18' 1. 38' 2. 26' 2. 46' 3. 19' 3. 35' 4. 48' 4. 60' 5. 38' 5. 75' "Z sePr/c sV'3W7Wwismr4o6 — aee• sas — ExcAvATIM6 coMTRwC'TORs `845- 279 -8809 w/w�r ej►nld� / /�sp� /o Com Harry W, Nichols Jr., P.E. , PZM. Mon Park, suite '106 VAT2050 Roulc 22 Brewster, NY 10509 Telephone (Y,45) 279 4003 _. _ .... . . Fax (845) 279A567 Date: To: - Job No.: PC ft tT�ti��2 I \Q. Project P1,0 t . �j Att- ention: •r r� z.ikS�� �i�,. �.V � Gentlemen: We enclose (57copies of: t3/W Prints Reproducibles Reports -Tracings Specifications Memorandum Copy of letter. Description: RevisionlDate No. FI --G rIr , . Sent Via: -Our Messenger Bluepririter First Cl ass Special. Delivery. Your Messenger '\Hand Delivery . Copy to Very t A qn.�y yours Harry :jii s J'r., PtTTNA:IY.. :GO:I�NT'.I)EARTMNT Off'.EA,' H. r.f:..:..: .. DIVISION "OF ENVIRON MNT' L HEALTH -SERVII✓ES _- . . - `'DESIGN DATA SHEET - SiJB SURFACE SEWAGE•�REATMENT SYSTEM- Owner% ° (ZobuZr BAQufs Address,,��,� Located at (Street) —` 74� -',,� fl��GN. �,e,D - Tax Map zs.s4 Baock t Lof - ". �3 34 •• - indicate nearesfcross street) _..... _ Municipality p t3'_ PA��.s90 .. ..... -- Watershed •�,ts�' P.�tzA��l -4 SOIL.URCOLATiON TEST DATA - Date.of Pre- soaking- t ©Z - t $ _ 06 • - Date of- Percol•ation'Test o* • j6.- 06 - F. %r �% �Y/�?•7 ��rn.: yc�� /. .!.'ti/%f4 i. /ai• +r%- ,'� %llr'�; ; -r -7: �fi� � / /���lr.Y %' :/ �.fy l %J -ii; r% /7; ,%fril � /�U,+,• -� /+ .•/ %fir %��� ' %�f�: ✓.•✓.�!'- ice; >;• {�%:�. iii'.• %: y ;�rif•,r %; /fi•� r-6i; /,• +. Iri!i� %4�S %•':'�. ii•.:•L,%'; ���i+ :4. %i+:�•" .. .r., i.•. f ✓Q,'/�., 1. ?:: • �>' S ::1/ .;p. thY�:, f.. �,•:° sf�x '�;.-/�....�.';'ate�:-;:•'' .•: .h�, ,. .•�:?'n,. +..;;�! >. 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S' . -- ...: _.,..__. `.....__..2. - - :• �`1�:36- .10:.0..6_. ...:30• . .... _.I_S._..:.'.� -.. , . =2.� f4• X3.3: Is - l 4. 10:3- It :OSt "/4 7 4 ti's •, ---- -. r......;••�; •/.. I IF16a.wu a" aaiuv UV L4& U41tui a jJ.F)iuAlulntcly cquw perColatioA rates Are Obtained at each .% ixoaf �' n pe ' 'p' test ho1e, i s; s Y miri of "1 Z min for hA1 -data id .436 nrnch nc sbmitted for review. . 2: ; ;T�epth measurementso Tie. made. front op. �•�::.. Form DD -97 TEST. PIT.DATA DESCREPTION OF SOILS ENCOUNTERED.IN TEST HOLES. i)esi.gn r irsional Nara' u .ec¢_ fi w . �� N OZs SR . V' Si•griature�~� Design Pro f essio aN Seal. AL ua . uj .`�' � �`�- � -CWT.. � •. p�oFrgS -1.6 . lit J- __ 10 8 6 9 5 4 3 1 2 3871 Submersible' MODEL: 3871 Effluent PUM SIZE: 3/4" SOLIDS „ RPM: 1550 METERS FEET 8 25. 7 ❑ w 6 20 U 5 a Z 15 } 4 J 0 3 10 H 2 5 1 07 0 U 1 u zu JU 40 50 GPM 0 2 4 6 8 10 12 m3 /h ......... ........ CAPACITY -.. _ . _. ............ 01988 Goulds Pumps, Inc. [qGOULDS PUMPS. INC. SEAECA FAILS NEW YOaK 0148 Effective October; 1988 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE PRINTED IN U.S.A. March 23, 2006 Putnam County Health Department 1 Geneva Road Brewster, NY 10509 ATT: 'Mike Budzinski, P.E. Senior Public Health Engineer RE: Proposed SSTS Repair Robert & Renee Barnes 42 Newburgh Road Patterson, NY Dear Mr. Budzinski: Harry W. Nichols Jr.; P.E. Patterson Park - Suite 106 2050 Route 22 Brewster, NY 10509 Tel: (845) 279 -4003 ..Fax --- (845)" 2'19. 4567' - Email: hnengineer@aol.com Enclosed are five (5) prints of Dwg. S -1, Proposed SSTS, rev. 03/23/06 with the following: 1. Minimum fill noted as 2' -6 ". 2. Added 2' clay barrier. 3. Force main pipe labeled PVC Schedule 40. 4. Cycle and pump times added. 5. Location of Simplex Time — Dose Panel noted. 6. Float switches noted for the following: a. Pump on /off (low level float). b. Alarm (high level float). We trust the enclosed has addressed your concerns and request your continued review. Very truly yours, Harry W. N' Is Jr., P.E. HWN:gav 05- 079.00 vu rafIo, • - WASTEWATER TREATMENT Sv STENIS •` ' Puraflo� PEAT FIBRE BIOFILTER for Wastewater Treatment DESIGN PEFERENCE MATERIAL For Single Family Systems January 2002 B ®RD NA 1\46NA ENVIRONMENTAL PRODUCTS U.S. INC. (800)787-2356. www.bnm- us.com Pu rfI, WASTEWATER TREATMENT SYSTEMS CONTENTS Introduction Puraflo° System Process Overview (Drawing) Key Design Elements Application Rates (Table 1) Example Layouts (Drawing) . Septic Tank Typical Septic Tank (Drawing) Pump Station Typical Pump Tank (Drawing) Biofilter Treatment Modules Module Detail (Drawing) Sample Chamber Detail (Drawing) Grid. &Connection Detail, (Drawing) Drain, Pipe Detail (Drawing) Disposal Field = Tkpical Pad/Bed -& Trench Sectional Views Drawin ` Other Options ' Contents of CD Design Files Pressure and Friction Losses Tables B®RD NA MONA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 www.bnm - us.com ru raf I o, WASTEWATER TREATMENT SYSTEMS ' INTRODUCTION The Puraflo® Peat Biofilter is an advanced secondary treatment system that purifies septic tank effluent to an extremely .high degree before effluent disposal. A typical Puraflo® Peat Bilfilter consists of a standard septic tank fitted with an industrial effluent filter on the outlet pipe, a dosing tank (pump tank) to dose the. septic tank effluent onto the peat biofilter media, modules .containing the peat biofilter treatment media where advanced treatment occurs due to physical, chemical, and microbial. processes that are optimized in the peat biofilter media, and some form of disposal. Effluent dispersal typically involves onsite, subsurface gravity disposal, the choice of which depends mainly on local custom and practice. The"Purafloo Peat Biofilter can be used as a stand alone secondary treatment system with subsurface gravity pad disposal or can be used in conjunction with pressure disposal systems, more advanced collection systems or discharge systems as applicable Due to the 'high quality of the peat biofilter effluent, the siting and sizing requirements for effluent disposal are less stringent than for ; conventional systems or other systems that do not provide the same degree of pre- treatment. As a result, the Puraflo® Peat Biofilter can be used as repair system, on sites . that would otherwise be unsuitable for development, and for denser development This document is intended to assist the designer prepare a ._ design in accordance with manufacturer recommended and standard industry practice. Designer should be familiar with any Local and State regulations/practices that supersede this document and modify the system design accordingly. We at Bord na Mona hope this documentation will help you in your design process. QUESTIONS? - IF YOU HAVE ANY QUESTIONS, COMMENTS, OR ARE IN NEED OF ADDITIONAL TECHNICAL SUPPORT, PLEASE CALL YOUR LOCAL PURAFLO® DISTRIBUTOR OR OUR U.S. CENTRAL OFFICE IN GREENSBORO, NORTH CAROLINA AT 1- 800 - PURAFLO (1- 800 - 787 -2356) OR E -MAIL US AT bnm -us anbnm- us.com BOLD NA MUNA ENVIRONMENTAL PRODUCTS U.S. INC. (600)767 -2356 www.bnm.us.com `Design Reference Material 6/26/02 Pu raflo, WASTEWATER TREATMENT SYSTEMS KEY DESIGN ELEMENTS The designer of a Puraflo® System will be responsible for proper configuration and sizing of the entities of the system, pump and other peripheral component specifications, timer settings, and construction details. More specifically, the major key design elements are: Daily Design Flow: Applicable regulations usually define the daily flow based on number of bedrooms or number of occupants. Example: A three bedroom dwelling requiring 120 gpd per bed room would have.a daily design flow of 360 god Number of Biofilter Modules: BnM research has determined that one module per bedroom or one module per 150 gallons is required to treat domestic strength effluent. Use the sizing method that gives the greater number of modules. For average . flows on community or commercial ' sites 120 gpd per module is used in designs. Examples: (i) A three bedroom dwelling with a design flow of 360 gpd requires- 3 Puraflo® Peat Biofilter modules. (ii) A three bedroom dwelling with a design flow of 450 god also requires 3 Puraflo® Peat Biofilter modules. (iii) A three bedroom dwelling with a design flow of 600 gpd requires 4 Puraflo® Peat Biofilter modules. Percolation/ Application Rate: Select infiltration rate from Puraflo® application rate table (see TABLE 1) based on site specific soil evaluation. Note; there are different application rates for pad (bed) and trench disposal methods. Or follow State Puraflo® guidelines for sizing drainfield if they exist. Example:. A Sandy Loam may have an estimated application rate of 1.6 gpd per sq: ft. for the trench disposal method. The same soil may have an estimated application rate of 1.0 gpd per sq. ft. for the pad disposal method. Disposal Area Required: This is determined by dividing the design flow. by the selected application rate. Example: (i)Trench Disposal Method: Bottom trench area required for 360 gpd at a 1.6 application, rate =. 225 sq. ft. (ii)Pad Disposal. Method.:. Bottom: p.ad. area required for 360 . gpd at a 1.0 application rate 360 sq. ft. Disposal Area Provided The bottom trench or pad area should equal the required disposal area.(from -above): _ . . The most appropriate layout option should be selected for the given site conditions. Example: (i) Trench . Disposal Method: The required bottom trench area of 225 sq. ft. could -be provided by 75 linear feet of 3 ft. wide trench. (ii) Pad Disposal Method: The required pad bottom area of 360 sq. ft. could be provided by a 10 ft. by 36 ft. level area. REFERENCE Disposal Field Design /Configuration Notes BORD NA M6NA ENVIRONMENTAL PRODUCTS U.S. INC. (840) 787.2366 =10111-99-99M MODULE GRID PT INLET i ELEVATION ELEVATION ST OUTLET ELEVATION Verticle Scale = 1:40 Horizontal Scale = 1:80, ST INLET ELEVATION LOW WATER ELEVATION Puraflo Sectional View' PAD DISPOSAL METHOD - TYPE A ~: Fesii-In Mahtfoid NY n1l `s.i ?' , 1- 3 Treatment Modules, two blue modules with Pad dimensions can be selected to match site conditions and modules can be weep holes and one green sampling module, installed side by side ass well as end to end drain into a VY by 36' Pad (as shown above) TRENCH DISPOSAL METHOD TYPE E Feed -in Manifold 3 sealed white modules (no wespfioles) Gravity Drain Lines to placed on 6• supper gravel bed 3 Trenches, 3'W, 252 _ . ..... _.. _ (D-box can also be 1 (800) 787-2356 www.unm-us.com Chamber 9 Design Reference Material 6/26/02 P a U, raf 1, WASTEWATER TRCATMENT SYSTEMS TABLE 1 INFILTRATION RATES Perc Rate Soil Group Trench Pad/Bed min. /inch Classification[Texture gpd /sq.ft. gpd /sq.ft. 5 3.60 3.31 10 Group I - Sand, Loamy Sand 3.10 2.76 15 2.60 2.21 20 2.22 1.66 25 1.77 1.33 30 Group II - Sandy Loam, Loam, 1.48 1:11 35. (Sandy Clay Loam) 1.40 0.95 40 1.30 0.83 45 1.20 0.74 50 1.10 0.67 55 0.95 0.61 60 0.90 0.55 65 Group III - Sandy Clay Loam, 0.85 0.51 70 Silt Loam, Clay Loam, 0.80 0.48 75 Silty Clay Loam, Silt 0.75 0.44 80 0.70 0.42 85 0.65 0.39 90 0.60 0.37 95 0.47 0.35 100 0.44 0.33' 105 Group N - Sandy Clay, 0.42 0.32 110 Silty Clay, Clay 0.40 0.30 115 0.39 0.29 120 0.37 0.28 Infiltration Rates 4.00 3M____________ _________________ a3.00 ----------------------------- a Q= d- 2.00 __ ________________________' 0 ii 1S0 ___ _ ____ __________________ 1.00 - - -- ---------------- OSO ------- - - - --- __- OAO 5 20 35 50 65 80 95 110 (Est) Pereafatlon Rate +Trench- PadrBed ®liYJ NA 11'1 61VA ENVIRONMENTAL PRODUCTS U.S. INC. (800)787 -2356 www.bnm - us.com Design Reference Material 6/26/02 �fl, WASTEWATER TREATMENT SYSTEMS SEPTIC TANK DESIGN /INSTALLATION NOTES Design 1. Size septic tank in accordance with applicable. Local and State Sewage Handling and Disposal Regulations. Typically, the septic tank should have a usable volumetric capacity equal to or greater than two times the daily design flow. 2. An effluent filter (typically a Zabel filter -. Model A300) should be installed on the septic tank outlet pipe to prevent grease and solids. carryover into the pump tank. Installation 1. Septic tanks should be water -tight and conform to applicable Local and State Sewage Handling and Disposal Regulations. 2. Install septic tank on uniformly firm and stable compacted ground, crushed stone is recommended to provide uniform support to tank bottom. 3. A water -tight riser should be installed over the outlet to provide access for filter maintenance, desludging etc. 4. All joints shall be primed and chemically fused. 5. Backfill and grade around .the septic tank to prevent infiltration of surface water. Reference 1. Septic Tank Drawing BORD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 www.bnm- us.com Ui 0 LL CL 0 LL 12 in Ef&mwd F1109r ,, ;`;.fir• ..,1:,.. -r. .. :-• TYPICAL SEPTIC TANK DETAIL (dimensions, construction and installation should conform to applicable local and state regulations) Design Reference Material 6/26/02 raf6 o WASTEWATER TREATMENT SYSTEMS PUMP STATION DESIGN /INSTALLATION NOTES Design 1. Dosing is typically regulated from a control panel with programmable timer, low water cut -off float switch and high water alarm. 2. The low water cut -off switch should ensure that the pump remains covered at all times and is usually set at approx. 18 inches above the tank base.. There should be storage capacity above the high water alarm float equal to or greater than one quarter of the daily design flow. The flow equalization zone (between the low, water cut -off and high water alarm floats should be approximately half the daily flow to avoid nuisance alarm activity.. A '1000 gallon pump tank is usually adequate. fora. typical 3-4 bedroom domestic application. 3. The dosing rate should be between 5 to 15 gpm per module per cycle. The selected pump (typically 1/2 HP) should operate within this range for the given . system curve. It is necessary to develop an approximate system curve in order to determine the anticipated dosing rate. A draw down test should be done in the field to verify the expected pump performance. 4. The dosing volume should be approximately 5 to 15 gallons per module per cycle. For example, a 2 hour dosing interval for a 360 gpd three module system would result in 12 doses at 30 gallons per dose. This equates to 10 gallons per module per dose. 5. If the force main is set up to drain back, the drain back volume should be factored into the dosing calculations. 6. In some cases, dosing on demand is acceptable, using a one or two float system. The draw down should equate to approximately 5 to 15 gallons per module per cycle. 7. Buoyancy calculations . should be . performed when necessary. Installation 1. Pump tanks should be water -tight and conform to applicable Local -and- _ State' Sewage Handling and Disposal Regulations. 2. Install pump tank on uniformly firm and stable compacted ground, crushed stone is recommended to provide uniform support to tank bottom. 3. A water -tight riser should be installed over the pump /float assembly for access /maintenance. 4. Backfill and grade around pump tank to prevent infiltration of surface water. 5. Electrical .wiring shall be installed under direct supervision of a licensed electrical contractor, BoRD NA M6NA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 g".bn'm- us.com Design Reference Material 6 /26/02 rural , I—A-0.0 WASTEWATER TREATMENT SYSTEMS according to NEC and State and 6. All -joints shall be primed and Local Electrical . Codes, as chemically fused. applicable. Reference 1. Pump Tank Drawing BORD NA M ®NA ENVIRONMiNTAL PRODUCTS U.S. INC. (800) 787 -2356 '!`!:"!'N..b6M-U5.0 lTI Eq Zane O&L VoL w %2 Design Flow) LoMrwatar CuFalf label --� Vert Hole (raised an Wo* _ TYPICAL PUMP TANK DETAIL (dimensions, construction and Installation should conform to applicable local and state regulations) W leses ..1 a LL O aaao le- .o J. U.- Union Dlecarobt! Valle Canm Panel wpm. 7Trrrw & A mm Weterdght Rieerw/1.id ii �— esaxioalCondWt.. GMVNY inhlt _. .. thorn 8ch.10 PVC Faroe Mein Mtrdmum 114 OW Storage (to Puralb Peet (abowe HWh Wate Mnn) Check Valve WA n•b ck Hole (braold db dw& waaaonal appiicaticm) Eq Zane O&L VoL w %2 Design Flow) LoMrwatar CuFalf label --� Vert Hole (raised an Wo* _ TYPICAL PUMP TANK DETAIL (dimensions, construction and Installation should conform to applicable local and state regulations) Design Reference Material 6/26/02 Pu raf WASTEWATER TREATMENT SYSTEMS B/OFILTER MODULES PRE - ENGINEERED ELEMENTS Media Specifications 1. Peat fiber is residue of Eriophorum (cotton grass) plants, carefully extracted from raised bog peats (other natural residues and peat fines are present in small quantities) 2. .Moisture content is 50 - 70% 3. Minimum organic content on anhydrous basis is 95% 4. Water absorption capacity, 72 hour test, is 400 - 700% -5. Average air filled porosity (AFP) is 51% (pore volume 95 %) Cation .Exchange__Capacity (CEC) .= . 124 meq /100g 7. Surface area: 1 cubic meter = 20 million square meters 8. High pH buffering capacity. g. -High temperature buffering capacity Biofilter Modules 1. The peat treatment media is contained in pre - assembled polyethylene modules or containers with approximate dimensions being 7.08 ft. Long by 4.58 ft. Wide by 2.5 ft. Tall /Deep. 2. Effluent from the force main is distributed to- the modules via a flow splitting manifold with pressure equalizing orifice plates. Effluent is distributed over the peat media by a pre - installed rectangular grid with large diameter openings to prevent clogging. The effluent charges the grid using the velocity generated by the orifice plates; it is not a pressurized distribution grid. 3. Modules are pre - assembled and can have: a) weep -holes at the base for drainage-'to pad (Blue Module color code) b) no weep -holes (sealed units) for piping to other dispersal system (White. Module color code) c) p4r ial weep -holes with pipe on sealed end to sample chamber (Green Module color code) It is important to show which modules are needed for a particular design. Type of module is designated by a painted 'triangle on the module lid. Sample. Chamber 1. Green module(s) adjacent to a sample- chamber have half of their effluent piped from one end of the base of the module through the sample. chamber; therefore, there- are no weep holes on the end of the module feeding the sample chamber. The chamber essentially provides access to the sample pipes B ®RD NA M6NA ENVIRONMENTAL PRODUCTS U.S. INC. (wo) 7e7-2356 www.bnm- us.com Design Reference Material 6126/02 raft, WASTEWATER TREATMENT SYSTEMS 2. Hand clear wooded sites. Avoid 7. Seed and straw backfilled areas and having trees of 6 inch diameter or provide erosion protection for greater. within the drainfield area; backfilled :areas in accordance with grind out when unavoidable. 'Local and State standards and maintain until permanent - 3. 10nrrtra:ctor must provide for protection /vegeta tion 'is established. adequate access for corrject :hod where = specified. installation. 4. Machinery must not traverse th drainfield area and 'should. never traverse an exposed /excavate drainfield area. 5. Avoid installation under wet sit conditions. 6. Do not smear paditrench base or sidewall during excavation. 8. Backfll.should be graded to prevent e 'infiltration of surface water and provide: positive drainage away from d the drainfield area. Drawing Reference e 1. Layout Options 2. Trench Detail BORD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2358 4^.A.^.A11.bnM- US.GArn snd 6gtrtly cmpd cover meWW (not sand) Grade (3:1) for Positive dmImge•er4cWmIhbPsoit Seed and strawfa*3*ff ft*oWdbt 1�Im(sn over shone is 8 6u�es IrsW'n depth date fftd: by —od condfflm PurWIo modudes aft on bfW gravel pad of dean bmken 'sb (314 -11nch do.) ComwttirIterfaft before baddUM Sin 6 in Cover Puraflo Sectional Views HorbbnW SdWe 1:60 Vertical Sale 1:30 10 in Gm w Trench Sectional Views Scala 1.' 4 in 16 in N 4 in Design Reference Material 6/26/02 P a a rfl; WASTEWATER TREATMENT SYSTEMS DISPOSAL FIELD DESIGN /INSTALLATION NOTES Layout/Configuration 1. Local and State regulations and any Puraflo0 related regulations must be observed. 2. The minimum vertical separation distance (VSD) between the pad /trench bottom and the SHVI T" must be maintained. The minimum VSD to rock or wetness conditions is typically between 6 and 12 inches. 3. The pad must be level and at a uniform elevation. The-modules are placed on the pad and must be level and at the same elevation as each other for equal distribution over the peat media. The minimum _ edge distance between module and sidewall is 12 inches, unless the stone is contained by a lined retaining wall. 4: Minimum depth - of-stione in a pad is 6 inches. Depth of stone in trenches is 10 inches and perforated pipe is required. 5. Typically the smaller pad dimension (i.e., the pad width) should be between 10 and 20 feet. Pads and trenches should be installed on contour. On fiat sites, the .pad's long dimension and /or trenches. should be perpendicular. to the hydraulic gradient. Long, narrow pads are strongly recommended, especially for fill systems. B. On pad systems all stone for must be covered -with filter fabric or acceptable altemative prior to backfilling for pad dispersal systems. 7. Center to center distance between trenches should be three times the trench width. 8. A minimum of 6 inches of fill must ,cover the stone pad and /or trenches. Fill must be suitable/ workable material (preferably not sand) free of large or damaging' objects. Final 6 inches of fill should be suitable topsoil, capable of supporting vegetation. 9. .Fill .(at or above grade) systems can be installed where permitted by the - regulations. The • design . - moist ,unsure that the effluent does not bleed through the fill material confining the drainfield. 10. In general, pad systems in fill should not be installed an slopes greater than 5% and trench systems in fill should not be installed on slopes greater than 10 %. No system should be installed on. slopes greater than 50 %. II.A 30% reduction in: horizontal set- backs. {15 ft. or greater) is recommended by Sord na Mona. Site Preparation &. Installation & Site Restoradon 1- All construction methods must conform -to Local and Mate Sewage Handling and Disposal Regulations. BORD NA M®NA ENVIRONMENTAL PRODUCTS U.S. INC. ,800)787-235C, WWW.bnM- US.COM Threaded Inserts not used for drainage (oppsite .those in use) should be plugged wined throw h 2 openings Inserts) n the base of the Module Bader /collection line Sealed nodule has no wee es around the base, all effluent exits the module.through drain -pipe assembly as shorn JAN. 15, 1998 DrarIng Title DWG, BY, GMOT Scale 1.20 DRAIN PIPE DETAIL Alternative drainage arrangements for side by side Module configuration Project Reference PURAFLQ PEAT BIOFILTER i • Design Reference Material 6/26/02 I PU f 10, WASTENATER TREATMENT SYSTEMS for per testing purposes. (white) modules are sealed (no Any uncollected effluent exits the weep holes) and the effluent exits sample chamber through holes in each module via two gravity drain the, base or side of the sample lines. The effluent is then piped and. chamber. distributed to the remote drainfield under .gravity (with in -line sample Distribution to Draintjeld chamber) or by means of a pressure assisted- system. 1.. When a pad is used and the modules are placed on top of the Reference stone pad*, the treated efflue;nt' exits the modules via numerous weep 1. Module Detail Drawing holes around the base :perimeter of. the (blue and green) modules 2. Sample Chamber Detail Drawing When a remote drainfield is used, such as trenches* on contour, the B ®RD NA MONA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 www.bnm - us.com i \ Plan View 2'�6" 4' - 6" 4 - 1" Threaded Inserts Sealed Modules are Elevati®nal View without Weep -holes End View i JAN. 15, 1998 Drawing Title: Project Reference: DWG. BY: GMO'D Scale 1:20 ASSEMBLED MODULE DETAIL PURAFLO PEAT BIOFILTER v m N (Q N N lD !v lD N N O N ariuea at Installation ELEVATIONAL V0EW JAN, 15, 1998 DWG. BY: GMUT 1 - 1 8' Hole, drilled at_.; installation 5' frOM bottom 0.0 0 p-holes on module half itaWng sample pipe Lf lAll 1 f ItJIC-D Drawing Titter Project Referencem Scate 1120 SAMPLE- CHAMBER DETAIL PURAFLO PEAT BIOFILTER End cap altar last connection Plan View (Extemal) Manifold Connection Piece Connection Detail Sectional Elevation View Sectional End View RAfwwm JAN. 15, IM DWG. BY. GMOD Scale 1:20 MODULE GRID DETAIL J PURAFLO PEAT BIOFILTER Design Reference Material 6/26/02 1 Uraf .._. - WASTEWATER TREATMENT SYSTEM5� OTHER OPTIONS force main should be designed to With little or no modification, the drain back 'after each cycle. In Puraflo' Peat., Bioflter can be adapted general.,_ accepted' standard to meet. the requirements of specie practice for cold weather applications, examples of which are conditions should be adopted.` outline :below: 4_ In nitrogen sehsitive. 1. The Puraflo® Peat Biofilter can environments, the system can be be . used . as - a stand :alone designed on a recirculation pretreatment unit for use in basis to achieve total nitrogen conjunction with other accepted reduction in the order of 50 to 70 disposal or discharge methods, percent. including water fe-use 'application, such as, irrigation. 5. For surface discharging systems,. a disinfection unit (such as UV or 2. The Purafloo Peat - Biofilter is otrlorination/de- chlorination particularly - well , suited to disinfection units) cart be added seasonal and . intermittent use to disinfect. the Puratloo Peat due, to the peat biofilter's ability Baofilter effluent prior to to maintain stable conditions. -for discharge microbial survival with.-respect to. ............_........:. _ _ ......._._ _ _ _ .._......... . temperature, pH and moisture 6. The Puraflo® Peat Bioflter even when the nutrient source is system can also The used for severely reduced. Once regular larger flows associated with waste water. application rates are commercial or semi - commercial re-established the system applications such as, office achieves maximum Areatment bpildings, schools, churches, efficiency in a matter, of hours. community and housing. developments. 3. Certain ,precautions should be taken in extreme- cold weather conditions. In particular, the QUESTIONS? - PLEASE CALL YOUR LOCAL DISTRIBUTOR OR OUR CENTRAL OFFICE AT 1- 800 -PU FLO (1- 800-7 1 -23561 BORD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (600) 767 -2356 www.bnm- us.com Design Reference Material 6/26/02 Pu rfi, WASTEWATER TREATMENT SYSTEMS Notes on the Contents of the PUR4FLCO CD "l3esigner" Folder' FILENAME/ TITLE Notes Sample Chamber Detail Awg fide to,be utilized when a -stone bed is the chosen method of dip :osal Drain Pipe Detail dwg file to be utilized when a Tem-ate ste :is used for d is osal Other Drawin Files dw file: ' _ TAl3LE1 .xis file :lists loading rates for Tabulated Loading Rates store beds and trenches based for 2" Diameter Pipe, on soft textures And., ere rates: PT2 Jncb Design Spreadsheet As file used to size pumps and (Pump size/Timer Settings for a Z ford determine timer settings for 1 to main) b module systems (2" force main)...... all blue cells are designer input values:. static head values and equivalent values are minimums and will be increased based on site conditions.....plot TOR column _ . _ ...... _ . versus pump curve to qualify pump inch Desalt -n Spreadsheet .)ds file used to size .pumps and {Purnp size A-imer Settings for 3' force main) determine timer settings for 6 to 12 module systems: (Y force main) .... all blue cells are designer input values.. static head values and- equivalent values are minimums and will be increased -based on site conditions.... plot. 'TDH column versus pump curve to qualify um BoRD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (600) 787 -2356 .bnm- US.C9rY1 Y 7 Design Reference Material 6126/02 1ju r f1 0, "` WASTEWATER TREATMENT SYSTEMS 2" PIPE PRESSURE AND FRICTION LOSSES FOR 1 MODULE SYSTEM Q-.(gpm) �ht +`hp(ft) for 'Various Values.of Equivalent. Length infeet. _ . 50 400 150 200 250 300 350- 400 450 500 550 600 0 0.00 0.00 0.00 0.00 o.00 o.oa. o.co .o.00 0.00 o.00 0.00 0.oa 10 10.63 10.74 10.84 10.95 11.06 11.16' 11..27 11.38' 11.48 11'.59 11.70 11.81 20 42.52 42.95 43.3*8 43.80 44.23 44.66 -45-09 45:51 �5.'N 46:37 46.79 47.22 30 74.64 25.60 26.56 27.52 28'.48 29.44 30.41 3T.3T 32.33 33.29 34.25 35.21 40 50 60 70 80 PRESSURF AND F.RICTMN t:nSSES FAR 2 mnnt ILE SYSTEM Q (gpm) . ht +. hp (ft) for lfarious=.Vatue!s.of E" iyoe!� .engt JIVIFeet ... _ . 50 100 160 200 .250 300 350 400 450 500 550 600 :0 0:00 0.00 0.00 U0 0:00 0:00 o' 00 0:00 o.00 0.00 no 0.00 1.0 2.74 2:84 2.95 3:06 3.16 3.2.7 3.38 3.49 3.59 3.70 3.81 3.91 20 10.95 I.I.M. 11.81 12.23- 12.66 13.09 1151 13:94 14;37 '14.80 15:22 15.06 30 74.64 25.60 26.56 27.52 28'.48 29.44 30.41 3T.3T 32.33 33.29 34.25 35.21 40 50 60 70 so B ®RD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 www.bnm- us.com Design Reference Material 6/26/02 u ru rl, WASTEWATER TREATTAEMT SYSTEMS noeeei Ioe Akin roi infNni i. ACC =C. CI m,4 11Attnm (gpm) hf _+ hp (ft) for Various Values of EquivalenfLength -in reet' 50 100 150 200 250 - 300 50- 400 450 500 550 600 .00 0.00 0:00 io.00 0.00 0.00 0:00 OM 0.00 0.00 0.00 0.00 i 0.00 10 1.28 1.38 1.49 1.60 1:70 1.81 1.92 2.02 2.13 2.24 2.34 2.45 Q 5.10 5.53 5.96 .39 6.81 7:24 .67 8.09 8.52 .95 9.36 9.80 30 11 A 12.45 13.41 14.37 15.33 16.29 17.25 18,21 19.17 20.13 21.09 22.06 0.42 22.13 23.83 25.54 X7.25 28.96 0.67 3238 34.,,08 .79 37.50 3921 so 1.90 34.57 37.24 9:.91 42:68 45.25 4T 92 50.59 53.26 55,93 58. &1 61.27 60 7.52 31.37 35.21 9.05 42-90 46.74 0.59 54.43. 58.27 212 65.96. 69.81 0 0 MI SS URE Aid101 ICTION LOSSES -FGR 4 MOi3JLE-�SYSTEM . (g m) , a-hp (#tj fo r Various Values-of EquWalent. Length in F o 100 150 200 250 300 3S;0 400 430 500 $50 600 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 om 10 .76 0.87 0.98 1.08 1.19 1.30 1 A 1.51 1:.62 1.73 1.83 1:94 06 3.49 3.91 34 4.77 5.19 :62 5.05 6:47 :90 733 7.76 0 .88 7.84 8.80 9.76 10.72 11.69 12.65 13.61 14.57 15.53 16.49 17.45 12.23 13.94 16.65 17.36 19.07 .20.77 22AS 24.19 25.90 27.61 2932 31.02 9.11 21.78 24.45 77.12, 29.79 32.46 35.13 37;80 40.47 43.14 4531 48:48 7.52 31.37 35.21 9.05 42-90 46.74 0.59 54.43. 58.27 212 65.96. 69.81 10 0 B ®RD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (800) 787 -2356 www.bnm- us.com -a° Design Reference'Material6126 /02 ffl% r uraT1 , WASTEWATER TREATMENT SYSTEPAS PRESSURE AND FRICTION LOSSES.FOI 5.MODULESYSTEM Q j9pm) ht+ hp(ft) for Various Values�of�EguivalenfCength irr Feet 0 100 150 200 250- 300= 350 400 450 500 550- 600, .00 0:00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 10 0.53 0.63 0.74 .85 0.95 1.06 1.17 1.28 1.38 1.49.' 1.601 1.70- 20 2.11 2.54 2.97 .39 3.82- 4.25 4.67 5.10 5.53 .95 6.38 6.8=1 0 .75 5.71 6.67 7.63 8.59 9.:55 10.52 11.48 12.44 13.40 14.36 15.32 .44 10.1.5 1 y :136 13.57 1;5.2.8 1,6.9.9 18:89 .20:40 22.11 82 25.53 27.24 0 13.19 15.86 18.53 .1.20 23.87' 26.54 9.21 31.88 34-.5"5 7.21 39.89 42.56 0 19.00 22.84 26.69` 0.53 34,37 38:22 2.06 45:91 49.75 3.59 57.44 61.28' 0 -5.66 31.09 36.32 41.55 46.79 52.02 57,95 62.48 67.71 72.95 78.18 -83.41 108.9 0 3.78 40.61 47.44 .28 61.11 67.94 T4,78 81.61 88:44 5.28 10211 4 PRESSURE AND FR[Mlnhl I f1-qQF- IFnR:Jt 8Mnlil P ANFAT ' ' 3p + hp f'r) lirr' afloms ?11aims of Equivalent 1: -en_4 th in f"t so. :..100 ;.... 450.. ... 0.. _ ..250 300 060 . .400 .. -450 0 550', - - 600 � - 00 0.00 0.00 0.00 ' 0.00 0.01D 6.00 4.00 0:00 0.00 _V 0:00 0.00 0 .40 0.51 0.61 :72 0:$3 0,93 1,04 1.15 1.25 1.36 1.47 1.57 0 1.60 2.02 2.45 .88 3.30 3.73 .16 4.59 * 5.01 5.44 5.87 6.2'9 0 .59 4.55" 5.51 6.47' 7.44 8.40 9.36 1Q.32 11.28 12.24 13.20 14.16 .39 8.09 9.80 11.51 13:22' 14.93 16.64 1834 20.05 21.76 2147 25.18 98 1,Z65 15.:32 17.99 :20:66 23.32 25.99 28.66 31.33 34.00 36.67 39.34 0 14.37 18.21 2406 25.90 29:74 33:59 37.43 4128 45.12 48.96 52.81 561:65 0 19.56 2.4:79 34.02 35.25 40.48 45.72 .95 56.1£ 61.41 .64 71.88 77.11 100.7 5.54 3;2.36 39-21 46.D4 52.,88 59.71 66.54 73..38 8021 87.05 93.88 1 BORD NA M ®NA ENVIRONMENTAL PRODUCTS U.S. INC. (e00)787-2356 www,bnm- us.com _... __. '. BRUCE R. FOLEY Acting Public Health Director DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 May 5, 1997 Mr. Beno 42 Newburgh Road Patterson, New York 12563 Addition: Beno 42 Newburgh Road, Patterson TM #25.54- 1 -34 &3:9r 3i Dear Mr. B6no: I have received and reviewed the plans Tor the proposed addition to the above mentioned residence. The proposal for the addition has been approved as per plans bearing the latest revision date of May 5, 1997 and this Department's approval stamp. Based on the information submitted, the above mentioned addition is approved with the following conditions: 1. The total number of bedrooms must remain at two (2) without prior approval by this Department. 2. . The area of the existing. sewage disposal s stem 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 heads and faucets, etc. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of If you have any questions, please contact me at your convenience. Very truly yo s; ..... ............... William Hedges Sr. Public Health Sanitarian WH:cj cc: BI (T)Patterson BRUCE R. ,FOLEY, R.S. Acting Public Health Director DEPARTMENT OF HEALTH Division Of Environmental. Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 PROPOSED ADDITION APPLICATION _ (RESIDENTIAL ONLY STREET: TOWN P4_77"d X-- TX MAP # NAME: PHONE' PCHD PERMIT # MAILING ADDRESS yZ A �' e&. l66`Q Description of Addition 2 CRP- efW,c - /ST P440o,e, 2 - &e_,9,e00 .- . eif s0^e ,C* -oe Number of existing bedrooms Proposed number of bedrooms 2 from Certificate 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 DEPARTMENT, 4 GENEVA ROAD, BREWSTER, NY 10509, Phone 278 -6130 with the following information. 1. Certified Check for $100.00,. _ ..2. Sketch.. -of.- existing floor• -- plan - -(•all diving area -rnc1uding-" bas ement;' if "any) .............. Non-professional drawing is acceptable. 3 . Sketch of proposed f l.00r plan. Non professional drawing is acceptable. 4. Copy of survey showing well and septic location, to the best of your knowledge. Include date of installation if known. Include all wells and septic systems within 200 feet of property line. Any questions please contact this office. 5. Copy of Certificate of Occupancy from Town or Certification from Building Department of legal bedroom count of dwelling. OFFICE USE Comments and /or conditions application August 1995 July 1996 (Revised) DEPARTMENT OF HEALTH Division Of Environmental Health Services 4 Geneva Road, Brewster, New York 10509 (914) 278 -6130 April 9, 1997 Putnam County Dept. of Health 4 Geneva Road Brewster, NY 10509 BRUCE R. FOLEY, R.S. Acting Public Health Director Re: Newburg Road Residence Tax Map 55 -5 -445 (Old #) 25.54- 1 -33 &34 (New #) Town Patterson Gentlemen: According to records maintained by the Town, the above noted dwelling IS xx IS NOT in compliance with Town code and the total number of bedrooms on record is 2 (To the best of my knowledge). This information has been obtained from: CERTIFICATE OF OCCUPANCY: Pre existing. ASSESSORS RECORD: OTHER TOWN OF PATTERSON Building Inspector I s —� i is Vi!Ei.'il coup -G;fJ. Reap �. �. �_ t1 ' [�dZ LLSLL.. L oY tio8.iii:; 1 - � : ision of Iviro tak Health' Sorvicerl l ::)kroved as noted for conformance with I - �licable '-qules and Ivegulations of the utnam County He th D-enartment.. -, 1at±Afiur. a !!r Ti.ti, A.t� i I �AMOO �goviSP/`t`( L(N� i i �I S -CP71 fi ; .. -- 12- .zo Ff P-97 F LO O Z- sch Lz = //d = t (Y/ * � u cram Cuunty Department of :"Vision of Environmental Healti. as noted for conforman. -1.1 ble Fules and Regulation Anam Co ea artment 1-ona,timp X Ti.+Iq scq.cf, //a - 1/ 1, - 9� , SECOCUD v "aO07,1 gr ,7 '90 ()'IS )IJIGOV 0 2,4 � //' roo.735 0 - /' 1 P �// 0 i L� Nv S6P7f G �j I 22 . Zo F(u97 F LO O QL Sc-R Le = 11d9 /' _ 1 ") / AN h 1 � I 130.18' I 7 4 8 �— RAILROAD a fl£ WALL 7 7 4 7 9- 451 t'. ,...RESIDENCE •" 8 7 7451 74 7 4 7 7 7450 7 6 7449 74 7448 7 4 7 5 0 4 7 7447 4 7 _... j'04�50-W 7473 i 56.90' e v PIC10E1T FENCE 7 4 4 6 I. 7451 I -� !4. 7451 I 0 I 14.91' GRAVEL i 3- I v I I. 7449 I I I W � 7449. h I 12I 7447' I I i :�1' AMA - 0."1 :t-- ACW5 5URWY OF FIZ01' M. PREPARE17 FOR MIKIUILAS t3L-NO ICING LOX NO. 744-1 t1ru 7452 AS SHOWN ON B th MAP OF rurwm LAm PLw MAP a 149 - G, FILw 3 -2o Si 5tr Air M TOWN OT- PA'rltR50N tPUTI's M CO., N.Y, 5GALe; I" — 20' MARCH 25, 1997 COPY a4r Q 1997 TERRY VeF50Nt7ORFF COLLINS, At.L RI(. im RE5mmp CERTIFEP TO : 11MCLY 11ri1= 5ERVICE5 1.117. POLICY 0 11149 AD 'fO 0,11C,Ar;,IO 11iLC IN5LKANCE COMPANY, CMVICAWN5 INGICAMP FRREON 51GNIPY iM15 11 ALTERATION OF SUZVEY MAPS BY ANYO 51"Y WAS PRCPARW W AGC:OWAN(X WITH TIC OlMR TMNJ 1W ORIGINAL PIMPAWR 15 MI5 E)o9IING C017e OF PRAcna FOR LAN7 9"Y5 I.WING, CON°1N51NG AND NOT IN TIC GEN AVOPfW PY Iii N:W YORK STATE A550CIAIM WELFARE AW MWFIT OF TFf PIPLIC. OF PR0FE5510NN. LAND SUZVEYOR5, INC. LaNW17 LANG! SURVEYORS SHALL NOT Al awtvrmoN5 SHALL. RUV ONLY TO im PER50N 5JZVI!Y MAP`. SURVEY PLAN5 OR %WRY PI FOR WHOM 1F95 SURVEY W/5 PREPAMP A67 ON HI5 /EHALF TO TIC ime CO. A1t7 LzwiNG INS?i_ PREPARED 91Y 01 R5. LINAIXF10IMn A M11ON OR AVPMON TC YUrION LrsW W-WON. SURVEY 15 A VIOLATION OF 5EC11ON * 72C aRiPIC1tTiON5 ARE NOT 1RM15FERvw f0 ADM- IM WW YORK SPATE VPWAIM LAW. 11ONA. INSrtitlilOP15 OR SUPSeOMW OWPERS. TW LOCATION OF UN7eZW.OLS I7 IAAPROVEI OR eN0VA0 M f'5. IF ANY Ew5T OR ARE: n /J HeRCON, ATE NOr CIMMI t7. /Y.1. a*11PIG11ON5 HOW-ON ARE V&IP FOF MAP AM COPIES THMMOF ONLY IF 5AV W COPES MW'lM IMP055W 5EAL'OF 1F9 lV ' Y WROWORff wWlN5 5UZVEYOR WHOJC 51"TIJW APPeAR5 WM 1MI; MAP MAY AInrIRP 11'6" IAI �nI uc�r�h | _______�� 0~�-------�----------------------- , -~--- ---�-__ � ---- _--_--_------------_--------_---- � -_---- ------`_`.w | 0\ .' l � WE LL . ----_---- � � Ex|ST/m6 3 8El»eooM RESIDEN CE +Al- _e^/yr wE'u' NEWBURGH ROAD � ~~=-�------------..``.. . ~ / / / SYSTENIDESICN a ~ � . - . . PugAFLO .- 0' GRAVICI ..^ � W ).�. -- -- . . --- GAL. - '`- - sx 55p"r%c ^^ U ~ ~^ ~- ^~`^- ' 1006 -- -- '-' ^^ u EXIST. LsAc14 p`r | ^ B .' l � WE LL . ----_---- � � Ex|ST/m6 3 8El»eooM RESIDEN CE +Al- _e^/yr wE'u' NEWBURGH ROAD � ~~=-�------------..``.. . ~ / / / SYSTENIDESICN a ~ � 1 , )FILTER 'ANCES DISTANCE 10' 20' 50' 100' 10' 10' 15'.ti 10' 50' 3 5' 20' ' r 1000 GAL. SEPTIC TAN; NOT TD ecAI.E SEPTIC TANK SIDING, GALLON5 A B — d 1000 4 - 10" ' " 8, _ - �•�'- --6' =- 4. I.WNHOLE FRAME & COVER (CAMPBELL 1108A OR EQUAL) H - 20 LOADING. FINISHED GRADE 1 t00 GAL PUMP CH MBER ROTOt'00 ° SON INC � noAe � IN PUMP CHAMBER NOT TO SCALE NOTES: 1. CONTRACTOR SHALL DETERMINE LENGTHS OF REQUIRED ELECTRICAL CABLE AND AVAILABLE VOLTAGES.PRIOR TO ORDERING EQUIPMENT; . 2. ALL WIRING SHALL CONFORM TO NATIONAL ELECTRICAL CODE d LOCAL CODE REQUIREMENT. 1 THE POWER & CONTROL WIRING SHALL BE MADE DIRECTLY TO THE CONTROL PANEL WITHOUT-ANY OUTSIDE SPLICES. CONTROL PANEL TO BE LOCATED INSIDE HOUSE•VJITH AUDIBLE ALARM 3 FLASHINGLIGHT. 4. -ALL ELECTRICAL WORK AND MATERIAL FOR PUMP INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE.' 5. 'AN ELECTRICAL UNDERWRITER'S CERTIFICATE FOR THE PUMP CHAt.1BER MUST BE PROVIDED TO THE DEPARTMENT PRIOR TO THE DEPARTMENT'CONOUCTIhG A FINAL INSPECTION ON THE PUMP CHAMBER. 6. THE PUMP CONTROL PANEL AND ALARMS SHALL BE LOCATED INSIDE THE HOUSE. n ' I OR EQUAL) Fi - 20 LOADING. ONE 'OAY'S STORAGE �(EL.(72.9.ZS) 2. 3. 24' Dia. OPENING IN TOP. 74'1.0. NWNHOLE RISER (H -20 LOADING). r 4. I.WNHOLE FRAME & COVER (CAMPBELL 1108A OR EQUAL) H - 20 LOADING. 5. GOULDS PUMP MODEL. 381 1 6. 1 - 1W X2' INCREASER. SEE.PLAN PP,OFILE 7. 2' P.V.C. PIPE ( SCN 40) 8. 2' 90' BEND. 9. 2' UNION. ALARM ON (EL. 6'27.00 10. FLOAT SWITCHES FOR ON. OFF' S HIGH WATER ALARM. 11. LIFT CHAIN, 12. 2' CHECK VALVE. PUMP 0 N (EL. 6 2.5.50 13. 2' GATE VALVE. (EL. 6 Z 5 .00 14. WEE HOLE. NOTES: 1. CONTRACTOR SHALL DETERMINE LENGTHS OF REQUIRED ELECTRICAL CABLE AND AVAILABLE VOLTAGES.PRIOR TO ORDERING EQUIPMENT; . 2. ALL WIRING SHALL CONFORM TO NATIONAL ELECTRICAL CODE d LOCAL CODE REQUIREMENT. 1 THE POWER & CONTROL WIRING SHALL BE MADE DIRECTLY TO THE CONTROL PANEL WITHOUT-ANY OUTSIDE SPLICES. CONTROL PANEL TO BE LOCATED INSIDE HOUSE•VJITH AUDIBLE ALARM 3 FLASHINGLIGHT. 4. -ALL ELECTRICAL WORK AND MATERIAL FOR PUMP INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE.' 5. 'AN ELECTRICAL UNDERWRITER'S CERTIFICATE FOR THE PUMP CHAt.1BER MUST BE PROVIDED TO THE DEPARTMENT PRIOR TO THE DEPARTMENT'CONOUCTIhG A FINAL INSPECTION ON THE PUMP CHAMBER. 6. THE PUMP CONTROL PANEL AND ALARMS SHALL BE LOCATED INSIDE THE HOUSE. n ' I