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DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 85.05 -1 -63 BOX 34 04567 17-- rll*Lm V j Nv III I ps I 04567 f PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR-SEWA TREATMENT SYSTEM PERMIT # 1 V "O — LP"a,/ - ( L 1 �►� Located a�l CmA1� f� /�i/EE R ,ALA Town or Village �/y( ►/,¢L� � y' Subdivision name Sr ]'�,� pl! , Subd. Lot # �� Tax Map ,O Block _� Lot 6, Date Subdivision Approved Renewal Revision _%/_ Owner /Applicant Name RbAl C¢T#je tOO ESi Date of Previous Approval Mailing Address I® twAe Syr Sr- PL4' 9✓%` W& Zip law Amount of Fee Enclosed Building Type L4/cop Ff,� .MQ of Area No. of Bedrooms -9— Design Flow GPD_QZ_ Fill Section Only Depth Volume PCHD NOTIFICATION IS REOUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of gallon septic tank and ,! O -i L% 11.c - - Other Requirements: Roo F'/L�. To be constructed by I— ✓MN A/9.9/Y S Address SAM eks Water Sunaly: Public Supply From Address or: Private Supply Drilled by Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate- sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will 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 treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address R.A. Date 1J 0 License # 0 7W7 APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or . modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires anew' a °t. Appr` ed i Fdi arge 6f uriestic'ssmtary 4co �"bi�,I�. ` -"!: By: Title: Date: ZL White copy - HD File; Yellow copy -Building Inspector; P- Owner; O range copy - Design Pr fessio al Form CP -97 °d 44 NAL .i CONSTRUCTION PERMIT # Located at Subdivision name Si , %JfS PL. Date Subdivision Approved Owner /Applicant Name t44 CA'RI nP; TREATMENT SYSTEM -P -t tL- 0�L_4 Town or Village & kJ[) 04:3 o Tax Map 815, o5 Block Lot (03 Renewal Revision Date of Previous Approval Mailing Address Zo wmu,y STke; J A,/?" 2bJnkJ IQ'q, Zip Amount of Fee Enclosed %5kO,oO Building Type t_-)wDr LygA<&ag6jkLot Area No. of Bedrooms Design Flow GPD Fill Section Only Depth 3 . v Volume 380 4(_14 �PCIIID 1QIOTIFICATIOI�T IS RE iJIREII WHEN FILE.IS COMPLi,- - ijb.•P Separate Sewerage System to consist of IZ.�O gallon septic tank and S � To be constructed by Address Water Supply: Public Supply From or: X Private Supply Drilled by Address Address I represent that.I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will 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 treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: P.E. R.A. Date . ,,5 OO Address /K )e_QUZ 1c-loA 2 gAy7- /ya, Q Ell Z , /1 */*C License # U 7Q,56�,7 1. y, 10591 APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary. by the Public Health Director. Anu r�,uisior. or Ater. �tion •ofthapl►aoved.nlan.re�ies .: anew pe it. APRrOve f di char of domestic sanitary sewage only. r- SiCat.� By: Title: Date: White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professio al Form CP -97 Beyer and Associates 78 Secor Road, Bryant Pond Plaza, Suite 5 Mahopac, New York 10541 Mr. Adam Stiebling Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Tel. (914) 621 -4756 Fax. (914) 628-1905 February 17, 2000 Dear Mr.Stiebling.-* 7 Please find the enclosed plan sets and data sheet for the above referenced property. As you are well aware, the construction of the fill pad for the lot was, not adhered to as per the approved plan for fill placement dated May 20, 1998. As per our field visit and discussions, I am submitting revised SSTS plans for the above lot for your approval. The fill pad for the primary system has been altered to meet the required design criteria There is cut in the proposed primary area which has already been altered in thefield. As you know, much of the soil in-this area is not the in-situ soil Also, the sizes of the primary and expansion areas vary because of different percolation rates and design criteria. The primary (fill) area rate was found to be 15 minutes per inch with three feet of ROB fIll while the rate for the expansion area was found to be 35 minutes per inch without any fill required Thank you very much for taking the time to review these plans. Please feel free to contact me with any questions. Yo Chris Caralyta us Project Manager Beyer and Associates 78 Secor Road, Bryant Pond Plaza, Suite 5 Mahopac, New York 10541 Mr. Adam Stiebling Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Re: Pompeii Residence St Thomas Place, Town of Putnam Valley Tax Map 85.05 Block 1 Lot 63 Tel.(914) 621 -4756 Fax. (914) 628 -1905 March 14, 2000 Dear Mr. Stiebling.• t Please find the enclosed updated plans for the above referenced property as per your comments dated March 8, .2000. All of your comments have been addressed as follows: Documentation: The permit application CP -97, for fill system only is enclosed. A permit reapplication "Revision "fee check of $150.00 is enclosed. SSTS Fill Plan The.note for -the fill pad. has been altered to. state_ that it is to remain -in place. - Depth gauges and corresponding chart have been added to the plan. The notes "Fill required to reduce slope to 15% maximum slope " and "Fill pad area to be staked prior to construction " have been added to the plan. The CB inverts have been removed from the plan. The pump chamber has been fully designed and added to the plan. The title block has been updated. A note pertaining to the cover requirements on top of the septic tank has been added. SSTS Trench Plan - The note for the fill pad has been altered to state that it is to remain in place. - The pump chamber has been fully designed and an emergency overflow tank added for 24 hour flow. - The effluent line has been rerouted so as to remain outside the expansion area - A riser has been added to the pump chamber in the SSTSprofile. - A note has been provided to state the future use of the pump chamber and 100% expansion area - A note pertaining to the cover requirements on top of the septic tank has been added Thank you very much for taking the time to review these plans. Please feel free to contact me with any questions. ®..h ._-:.e ...y'. a ►.,.. ,aJ.... " •y. J.l. r�w.��. w:� ;l'. r nv.�. - a. _ .. �flyd s. .q ...y ¢ . Ve tru y Jurs, 6M.r. .. _.....- �— •r.jr' 4. yf.✓' W .V" ..:.�. .,.ts:.�i ). Tl' �i :�....._s.�I.:'�.. ..'�fl ....t..a, Chris Caralyus JJ: Project Manager 1 BRUCE R. FOLEY Public Health Director March 8, 2000 LORETTA MOLWARI RN., M.S.N. Associate Public Health Director .Director of Patient Services DEPARTMENT OF HEALTH 1 Geneva Road Brewster, New York 10509 RIX Environmental Health (914) 278 .6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 Beyer & Associates 78 Secor Road Bryant Pond Plaza, Suite 5 Mahopac, New York 10541 Re: Pompeii, TM# 85.05 -1 -63 Town of Putnam Valley Dear -Mr.- Beyei: - This office has received and reviewed the most recent set of plans for the above mentioned project.. We would like to offer the following comments for your consideration. Do umentation Permit Application CP -97 "Fill Section Only" required. Permit Application "Revision" fee of $150.00 required. SSTS Fill Plan A. 1 Plan: Existing fill pad area to remain as -is. Additional fill required to be added as required to create system area. Remove note on plan referencing relocation. epth gauges to be added in both corners as well as center of system. Provide a depth gauge chart stating required depth of fill required. Note(s) to be added to plan: _:Fill required to reduce slope to i5% maximum slope. Fill pad area to be staked prior to construction. Remove CB road inverts from the plan. Please verify pump chamber size based on required volume. Complete revision section on the Title Block. B. Details on Fill Plan: l Pump chamber- detail-required on plan. Page 2 March 8, 2000 Beyer/Pompeii 2. Septic tank detail to state maximum cover over the tank to be 12 ". Additional cover requires a riser to within 12" of finished grade. Trench Plan A. Trench Plan: 1 Remove note referencing relocation of "fill pad. " 2. Please verify size of pump chamber. Chamber does not appear to be large enough to hold dose volume's one day storage above high alarm level. 3. Effluent line passes thru area of proposed expansion trench. Line to be routed to not.cross through this area. 4. Provide a note on the plan stating proposal and requirements for use of pump and 100% expansion area for future use. B. Trench Plan Profile: Finished Grade......... +/-508.50 +/-506.70 1.80+/- Riser required......... 1.805 1.0' 2. Show riser to grade on pump chamber in profile as shown on chamber detail. C. Details on Trench Plan'. 1. Edit septic tank detail to include minimum 12" cover. 2. Complete design spec's of pump and related appendages on plan. 3. Verify pump chamber size. • Required revisions to "Trench Plans" will not be required for approval of "Fill Plan." • Revisions to be reflected at the time of submission for trench plan approval. This office will continue its review upon consideration of the above mentioned comments. Please feel free to contact me at ext. 2157 if any questions arise. Very truly yours, Adam B. Stiebeling Assistant `Pub is Hear tai i✓it ine��r n - .. ... i1- t ....; . ti PUTNAI'd COUNTY DEPAR.TMEINT OF HEALTI-t HOUSE PLANS APPROVED FOR BEDROOIM 'COUNT ONLY, ALL S.L- JS'Cjpq -'ATT PLAT j� MUS;'ll JALTFI ONS TO THESE ROUSE kDf HE PCDOH FOR. APPROVAL LEI! Lit r Avg =521 746 PLM FM.FSnUATWG PURPOMS OKY - AM WOM CIMUSIONS AM APPROX 302 cAMAL vAwAGE i pow 43 T 3m yjw r; lwva cs' Yi A, A PUTNAM COUNTY i6EPARTMENT OF HEALTH HOUSE PLANS APPROVED if 0.R BEDROOM COUNT ONLY, Cl ALL --ONI-ALTERATIONS TO THESE HOUSE PLANS I'VIUSiT BX SU 'MITTEDT-0 THE PCDOI-I FOR APPROVAL FOUNDATM PLAN w4m vw - r-r CA- I ........ IM GOMM 6 AW 886AM WO IZ OMMMM" 51-MMIS46"Wim RAM a w wnw"".-=M vema mmwr ;p r nto LL; u cr CID c Ir L 1 d a� N n:. c� 6' Cr T G SLIDER lOQ10 Q �IpER X17 ' Cn i I _ Jp*F r i tr' ,)CI v Y - t L - kr 19tFAl�iC` tRt]f1M P -� r` .� ,I �. rx , � D -lr Tb�� Ira QX HEALTH oll -_ I rrx IT MOUSE LANS L_`.ERO; QED. FOR BEDROOM COUNT ONLY, r r,� is OWW FOR _ ONSME Doti m, WORK TOATM "g: "; _ - T SiLi 'S , , .`� t,r i „CIS TO THIS [Al LK ARFA P - DOH 1,01 ; i NM ROOM SIGNATURt DATE �+ a �7r x ra To AfiOME FAI IY ROOM T T ! IGV x s3 3062 7062 7p6Q �D62 THB qJW POR �7>jKTMG QWAL %W[Vg;E f WW" - I 1 Ot31it9l1 FLJMK S ONLY - ALL fKX)U ; t OiE?1810NSIrpfiafJJL - . ; t r P.. t fi L-r g ld : #o .. .� .... ZA PUTNAM COUNTY DEPARTMENT OF HEALTH Pi ON OF ENVIRONMENTAL HEALTH SERVICES ST'RUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PE V-- b `" p Located at i - TWtAk�ks i, NCS Town orb � p�,v� Subdivision name `�j i - T Subd. Lot # 6 Tax Map 35- E' Lot 63 Date Subdivision Approved / ��_ Renewal Revision Owner /Applicant Name _ kj -LA, &i. A tjc:�3rjp3 Date of Previous Approval Mailing Address 24(o t 000w... OY Zip Amount of Fee Enclosed _DD.0 . Building Type ° ,j Lot Area . 6DIoc-No. of Bedrooms A Design Flow GPD_KCD Fill Section Only Depth 0 Volume _ U PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPL TED Separate Sewerage -System to consist of Z gallon septic tank and Other Requirements: 31-0 r!C.L- .j2,6 :21 n9:FP Cup + ffij P/z4 /4N, To be constructed by Address 2y6, Water Supply: Public Supply From Address or " "' Private Supply Drilled by ,%- - Address news. -c. / - - I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment s, sy tem described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will 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 treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: _� , P.E. R.A. Date z" Address &cVje,04y_e. /Z%> License # 0`7q5-'t/,Z APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved for discharge of domestic sanitary sewage onl . By: Title: Date: White copy; Y d g Inspector; Pink�Ow /range copy - Design Profes Tonal �. /�i�rm CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CON_ STRUCT A WATER please"grint oigtype PC HD Permit Well Location: Street Address: TownW4Uage Tax Grid # Gj"- . L)TQ Map 105-0,5 Block Lot(s) Well Owner: Name: Address: HE" �M( Use of Well: _ Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 27secondary Industrial Institutional Standby Amount of Use Yield Sought _5 gpm # People Served Est. of Daily Usage _QCO gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling _�( New Supply (new dwelling) Deepen Existing Well Detailed Reason L7 tQ ATE FS t D F7w Tt .4t- WNMP4, p L for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No Is well located in a realty subdivision? ...................................... ............................... Yes_X No Name of subdivision 5 i . ""1WLA_0. s t ' � Cs Lot No. _< Water Well Contractor: P,F. Ge7AL - Address: 1BZewls%,ea_ 9-4 Is Public Water Supply available to site? .................................. ............................... Yes No ie Name of Public Water Supply: Town/Village Distance to property from nearest water main: `> '+ Proposed well location & sources of contamination to be provided on separate sheet/plan. Date: Applicant . Signature: _ -..,. PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions.of Article 10 of the Putnam County Sanitary Code and 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 or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED_FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam . County. Date of Issue Permit Issuing ffrial � Date of Expira ' n 9 Title: % Permit is Non -Tra sfer ,pdble White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIROMENTAL HEALTH SERVICES JE�SIGN.DATA.- SKEET - SUBSU.1WHIACE:SE'Vi' GE T, -- A7'1V11tNTSYStE1VI Owner Pompeii Address 20 Walnut St., Tarrytown, NY Located at (Street) Gardineer Road Tax Map 85.05 Block 1 Lot 63 ( indicate nearest cross street ) Municipality Putnam Valley Drainage Basin Hudson River SOIL PERCOLATION TEST DATA Date of Pre - soaking 12/27/99 Date of Percolation Test 12/28/99 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 PT -1 1 1:18 - 1:48 30 24 26 2 15 2 1:50 - 2:20 30 24 25 1 30 3 2:22 - 2:57 35 24 25 1 35 4 2:58_ - 3.33 35 24 25 1 35 5 3:34- 4:09 35 24 25 1 35 PT -2 1 �... _ . 2 3 4 5 Percolation Rate Used = 35 min/inch 1 2 3 4 5 NOTES: 1. Tests to be reneated at same denth until annrnximntely ernial nercnlatinn ratec arr> nhtainarl at aarh nary ( i.e. _< 1 min for 1 -30 minhnch, <_ 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. olation test hole. Form DD -97 TEST PIT DATA DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES 'DEPTH HOLE NO. 1 HOLE NO. 2iOLFr G.L. SANDY LOAM, SO. COBBLES/ROCK 0.5' 1.0' 1.5' 2.0!k 2.5' 3`:0' 3.5' 4.0' 4.5' 5.0' 5.5, 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' 10.0' Indicate level at which groundwater is encountered Indicate level at which mottling:is observed NIA . Indicate level to which water level rises after being encountered 6' -0" Deep hole observations made by: Adam Stiebling— RCDOH, Rob Roselli — BA Date 12128199 Design Professional Name: Beyer and Associates Address: Signature: Design Professional's Seal h COO PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF. ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR y - ='ry. :. , ;w -..roW qtr .. a •-fir y a A'ASTATER TREATMENT SYSTEM a a 1. Name and address of applicant: SI`J2U0J__ 2. Name of project: 45 Lot A`S_' 3. Location Ty. ��c11NA�rz U�cey 4. Design Professional: /- /ieHW�'L.-- � � y£ 5. Address: 6. Drainage Basin: �Adsov- J: A uez 7. Type of Prgiect: Private/Residential Food Service Commercial Apartments Institutional Mobile Home Park Office Building Realty Subdivision Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? - Type Status (check one) ....................... ............................... Type I Exempt Type H Unlis ed 9. Is a Draft Environmental Impact Statement (DEIS) required? .......................... /7 10. Has DEIS been completed and found acceptable by Lead Agency? ............... .�� 14 11. Name of Lead Agency 12. Is this project in an area under the control of local planning, zoning, or other -- ,.:.......... Off�ials,: ordinances? . .tea_ . .............. ;. ...........v. .... ...::.........�..:..:... 13. If so, have plans been submitted to such authorities? ........ ............................... 14.. Has preliminary approval been granted by such authorities? Date granted: - 15. Type of Sewage Treatment System Discharge ...........:..... surface water ,groundwater 16. If surface water discharge, what is the stream class designation? ............:....... 17. Waters index number (surface) ........................................... ............................... 18. Is project located near a public water supply system? Ado 19. If yes, name of water supply Distance to water supply . 20. Is project site near a public sewage collection or treatment system? .................... ) 21. Name of sewage system Distance to sewage system 22. Date test holes observed �/ 23. Name of Health Inspector 2�1144_ 24. Project design flow (gallons per day) .................. $. 25. Is State Pollutant Discharge Elimination System ( SPDES) Permit required ?... O 26. Has SPDES Applicationbeen submitted to local-DEC office? ......................... 1� Form PC -97 2 27. Is.any portion of this project located within a designated Town or State wetland? 28 Wetlands ID Number.. ..... ... 29. Is Wetlands Permit required ?............. Has application been made to Town or Local DEC office? ............................... r� 30. Does project require a DEC Stream Disturbance Permit? .. ............................... 31. Is or was project. site used for agricultural activity involving application of pesticides to orchards or other crops, solid or hazardous waste disposal, landfilling, sludge application or industrial activity? .. ..... Yes/No a 32. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste site, salt stockpile, landfill, sludge disposal site or any other potentially. known source of contamination? ............................... Yes/No Q� DESCRIBE: 33. Is there a local master plan on file with the Town or Village? .......................... — Jo 34. Are community water and/or sewer facilities planned to be developed within 15 years in or adjacent to project site? ................................ ............................... Alb 35. Are any sewage treatment areas in excess of 15% slope? . ............................... C) 36. Tax Map ID Number ...... Map��sBlock� _Lot 37. Approved plans are to be returned to ..... Applicant Design Professional NQTEaAII ap�l ations for revieyv.andapprQva1 of a hdw SSTS to be located within;the tJYC Watershed shall. be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP review and approval of other aspects of a project, such as stormwaterylans or the creation of impervious surfaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit -those forms to DEP for review and approval. If the application is signed by a person other than the applicant shown in Item l .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. SIGNATURE'S & OFFICIAL TITLES. Mailing Address: ................................... 111M*1y_C. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES AFF XM- _"'Cb`Rpdit*i OWNER APPLICATION FOR PERMIT APPLICATION SUBMITTED TO PUTNAM COUNTY HEALTH DEPARTMENT I represent that I am an Name of Corporation: Having offices at: Whose Officers Are: President -Name: Address: Q Vice President - Nam Address: Secretary -Name: ion and am authorized to act for: Address: ......_.... w ;- _ - Treasurer - Name: c Address: and that I am and will be individually responsible for any and all acts of the corporation with respect to the approval requested and all subsequent acts relating thereto. Signed: lLgs�_.4 Title: Via Sworn to before me this ay of - month)/ (year) No ary Pul3lic JUDIE MacMW Corporate Seal Notary Pubk, State of Now York No.0106=123 Qualified in Pft n Co. Form CA -97 Commission Expires /J -/L / L 9 .r PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH INDIVIDUAL WATER SUPPLY & SUBSU_RFACE SEWAGE TREATMEiKT;$YSTEIVIS ;- .rr__;,�` • >: r r r; =, ri ` - S EET = - .. - r R. REVIEVfI fi FOR %C01ISTRICTION FERIYIIT`4 STREET LOCATION' �•?.r� NAME OF OWNER f REVIEWED BY _ DATES '� TAX MAP # Y. N y N O f_ RMIT I TIO EROSION CONTROL:HOUSE,WELL, SSDS PERC & DEEP HOLES LOCATED b R ETTER REPRESENTATIVE OF PRIMARY & EXPANSION O LOCATION MAP SIGN DATA SHEET (DDS EXP. AREA; SHOWN; GRAVITY FLOW, SUFF.SIZE 0 SOLUTION PUMPED, PIT & D BOX SHOWN & DETAILED SHORT EAF . HOUSE:. NO.OF BEDROOMS S - THREE SETS ' WELLS & SSDS'S W/IN 200' OF PROPOSED SYS. PL S - TWO SETS PROPERTY METES & BOUNDS REST HOUSE SETBACK NECESSARY (TIGHT`LOT) HOUSE SEWER - 1/4" FT. 4 "0; TYPE PIPE SUBDIVISION 0 BENDS; MAX.BENDS 45° W /CLEANOUT AL SUBDIVISION FILL SYSTEMS UBDIVISION APPROV ECKED CLAY BARRIER . ERC RATE .�� 10- FT. HORIZONTAL;SLOPE 3:1 TO GRADE FILL REQUIRED r� DEPTH FILL SPECS FILL NOTES CURTAIN DRAIN REQUIRED STANDPIPES FILL CERTIFICATION NOTE GENERAL DEPTH GUAGES CATED IN NYC WATERSHED ' FILL PROFILE & DIMENS 0 ANS SUBMITTED TO DEP VOLUME LEGATED TO PCHD ILL IN EXPANSION AREA P APPROVAL, IF REQ'D TRENCH ,.. .,.. •. , + DEEP TEST HOLES OBSERVED LRTkENr_H -f1Tt4 IDE1)`� 60 FT MAX `" ^� ERCS WITNESSED; IF REQ' PARALLEL TO CONTOURS EX- APPROVAL SSDS ADJ. LOTS 100% EXPANSION PROVIDED WETLANDS (TOWN/DEC PERMIT REQ'D ?) SEPARATION DISTANCES SPECIFIED ATA ON DDS PLANS & PERMIT SAME ON PLAN - FROM SSTS PRE 1969 NEIGHBOR NOTIFICATION I I V TO P.L., DRIVEWAY, LARGE TREES, TOP OF FILL LETTER BI/ZBA 20' TO FOUNDATION WALLS _15'WELL TO PL 100 YR. FLOOD ELEVATION 1 00' TO WELL, 200' IN DLOD, 150' PITS R REQ'D PERMIT(S) 100' TO STREAM WATERCOURSE LAKE (inc. expan) REQUIRED DETAILS ON PLANS 50' TO CATCH BASIN, 35' STORMDRAIN, PIPED WATER SEWAGE SYSTEM PLAN - (NORTH ARROW) 10' TO WATER LINE (pits -20') SSDS HYDRAULIC PROFILE GRAVITY FLOW 50' INTERMITTENT DRAINAGE COURSE CONSTRUCTION NOTES 200'/500' RESERVOIR ETC. _150' GALLEY SYSTEMS xz DESIGN DATA: PERC & DEEP RESULTS 15'min to C 5vo,1 ' %,25'- 3 %,30'- 2 0/o,35' -1 %,100' - <1% t2'CONTOURS EXISTING & PROPOSED 20'mm tp CD ischarge & 'with 182 cons day discharge DRIVEWAY & SLOPES, CUT SEPTIC TANKc ^✓ FOOTING /GUTTER/CURTAIN DRAINS 10' FROM FOUNDATION; 50' TO WELL COMMENTS: FORM ST -2 A Beyer and Associates 4 BroekdaleRoadz., Mahopac, New York TeL(914) 621 -4756 Fax. (914) 628 -1905 March 11, 1999 Mr. Adam Steibeling Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Re: Sk Thomas Place —Lot #5, Pompei Residence Tax Map 85.05 Block 1 Lot 63 Putnam Valley, Putnam County Dear Mr. Stiebeling: Enclosed please find (2) copies of the modular house plans for the above project for your review. I trust the above materials are adequate for your approval, However if you have any questions concerning this project, please do not hesitate to call me @ 621 -4756 COY , Very truly yours, Michael Beyer, P.E. -rx Cn CIJ 0_� REAR ELEVATION 91=1 Elio 001 ou FRONT ELEVATION GToop MR. THIS DRAWING AUGMENTS THE ORIGINAL PLANRLL OF THE INFORMATION SHOWN ON THE ORIGINAL PLANS HAS NOT BEEN COPIED HERETO. SEE ORIGINAL PLANS (VANTAGEIGOWNS) FOR RELEVANT DETAILS, RIGHT ELEV. 12 PUTNAM COUNT! HOUSE PLANS APPP,,' BEDPLOOM COUNT ONI —1—BEDROOMS &.4w �• - Signature & Title 'ARTMENT OF FOR I Dat� LEFT,.4--EY• E.BILODEAUXE CAPITAL VANTAGE H NOMES POMPIE RESIDECE ELEVATION VIEWS SHT. 2C OF12 ' � r :1 i o wQ T in M .o DINING ROOM m ,=, BREAKFAST NOOK KITCHEN, eu .. q t -o REFER. 824 able 824 - .AREA - - 'o - (4) 1 -1/2' z 9 -1 /4'. LAMINATED BEAN V3693 V2400 ion V2470 61EA0[R EACH SIDE ABOVE (FLUSH CEILING) ORO? ty CHASE d v SHCATHIN A � 1 PUTPiAM ' 1UN1 t DE ARTMENT•OF HEALTH . vz•:crrs- 10 BDTTD laPt'CVE? rot PLATE 'v M(2 to s LIVING ROOM�i FAMILY ROOM ":::'�Et7Rb31f <en10 r dM N r CEILING BR oi6 F YER s /B' CRUS • �: - ,,, 81J ,iTUD$ A tE8 . I e i a • \�,• VSTS NV-.;t' `t C Ire' .M ,MV�Tf Ie'-6 6 SHEATHING e■O STUDS _ m Jie'. Gipsln e8 'eai BOrTOr ,PLATE , •+`fit �.N> (�ppq DS �A r i ' t. rt oanni inr Om � f Pump _System, Curve Pompeii Gardineer Road, Putnam Valley Minor Losses: FM Dia = 2 in. ft. qty. Minor HL FM Area= 0.022 sf 90 Bend: 2.8 2 5.6 Hazen C= 150 45 Bend: 1.5 1 1.5 FM Length= 100 ft. check valve 14.4 1 14.4 Minor Losses= 22.62 ft. gate valve 1.12 1 1.12 Total FM Length= 122.62 ft. Total= 22.62 Static Hd.= 7.1 ft. Flow (gpm) Vel. Loss /ft. FM Length Friction Hd. Static Hd. TDH fps ft. ft. ft. ft. 30 3.07, 0.02 122.62 2.24 7.1 9.34 40 4.09 0.03 122.62 3.81 7.1 10.91 50 5.11 0.05 122.62 5.75 7.1 12.85 60 6.13 0.07 122.62 8.06 7.1 15.16 70 7.15 0.09 122.62 10.72 7.1 17.82 80 8.17 0.11 122.62 13.73 7.1 20.83 90 9.20 0.14 122.62 17.07 7.1 24.17 100 10.22 0.17 122.62 20.75 7.1 27.85 RGOULDS APPLICATIONS PUMPP Specifically designed for the following uses: • Homes • Sewage systems • Dewatering/Effluent • Water transfer SPECIFICATIONS Subr- pnible Sewage Pump 3886. Prosurance available for residential applications. 3 against component damage starting torque. ® Power Cable: Severe duty on accidental reverse rotation, • Built -in overload with rated, oil and water resistant. n Fasteners: 300 series automatic reset. Epoxy seal on motor end stainless steel. •'/ and1/2H P —16/3 SJTOW provides secondary moisture ■ Capable of running dry with 115V or 230V three barrier in case of outer jacket without damage to prong plug. damage and to prevent oil components. • 3/ and 1 HP —14/3 STOW wicking. 20 foot standard n Designed for continuous with bare leads. with optional lengths operation, when fully Three phase (60 Hz): available. • Overload protection must be a Motor Cover 0 -ring: submerged. Pump: provided in starter unit. Assures positive sealing • Solids handling capabilities: MOTORS •'/2 -1 HP —14/4 STOW with against contaminants 2" maximum. bare leads. and.oil leakage. • Discharge size: 2" NPT. ■ Fully submerged in high ■ Bearings: Upper and lower ■ Consult factory for informa- • Capacities: up to 185 GPM. grade turbine oil for lubrica- heavy duty ball bearing tion on 575 V models. • Total heads: up to 38 feet tion and efficient heat construction. TDH, transfer. All ratings are within ■ Designed for Continuous AGENCY LISTINGS • Temperature: the working limits of the Operation: Pump ratings are 104 °F (40 °C) continuous motor. within the motor Tested to UL 778 and CSA 22.2108 Standards 140 °F (60 °C) intermittent. n Class B insulation. manufacturer's recommended ® By Canadian Standards • See order numbers on Association Single phase (60 Hz): working limits, can be C Us File#LR38549 reve,rse.side. for. specific HP, , .._., -* -Alt- single phase models _ - operated continuously � N :. - - _ ..r. -_ -- -- voltage, phasp-and'fiPM�s ""•"'"feature capacitor start - without damage when fully couras Pt,mtistASVgoo1 Registered: -- - available. motors for maximum submerged. FEATURES METERS FEET 15 50 n -- MODEL ■ Im eller: Cast iron, semi- l ! 2 SOLIDS 86 p _. I .. - ....__�— -- ._:..... j.. _.. -- open, dynamically balanced, i RPM 1725 non -clog with pump out 40 i vanes for mechanical seal 10GPM I protection. Optional Silicon 10 ! ws,oB— i bronze impeller available. a 30° W ■Casing: Cast iron volute wso�B ! i J _.:. _ -. I._. type for maximum efficiency. < r i_ — j Y 9 Y Z 20! wsoSB Desi ned for easy installation 8 on All 0 -20 slide rail. ■ Mechanical Seal: SILICON Q 5 wS03g CARBIDE _+- VS. SILICON f 10� aces for CARBIDE sealing i superior abrasive resistance, stainless steel metal parts, I ! BUNA -N elastomers. ° ° 0 20 40 60 80 '100 120 140 160 180 200 GPM ■ Shaft: Corrosion - resistant 0 5 10 15 20 25 30 35 40 45 m3/h stainless steel. Threaded CAPACITY design. Locknut on three Goulds Pumps phase models to guard ®2000 Goulds Pumps ITT Industries Effective February, 2000 83886 P 7 s COMPONENTS Item No. tion Descri p Phase Multi -vane non -clog cast Amps iron impeller 2 Electrocoat paint outside WS031:1 B WS031tsB' and inside 3 Silicon carbide vs. silicon -- -9:8.. ; carbide mechanical seal 4 Stainless steel shaft 5 High grade turbine oil 6 All ball bearing heavy 4.9 du design 7 Epoxy sealed cable 8 0 -ring seal MODELS 5 8 0 DIMENSIONS (All dimensions are in inches. Do not use for construction purposes.) Order HP Phase Volts Amps RPM (wt.) Heaters WS031:1 B WS031tsB' ,....., .. '/ "" '` 1 115 .• -- -9:8.. ; ....., - 1750 ... 63 _. t N/A 208 5.5 WS0312B 230 4.9 WS0511B WS0518B '/s 115 14.5 65 208 8.0 WS05126 230 7.3 WS0538B 3 200 3.8 K34 WS0532B 230 3.3 K32 WS0534B 460 1.7 K23 WS0718B 3/, 1 208 11.0 85 N/A WS0712B 230 9.4 WS07388 3 200 4.1 K34 WS0732B 230 3.6 K33 WS07348 460 1.8 K23 WS10186 1 1 208 14.0 N/A WS1012B 230 12.3 WS1038B 3 200 6.2 K42 WS1032B 23 5.8 K41 WS10348 460 2.9 K29 PERFORMANCE RATINGS (gallops per minute) Order No. WS03B WS05B WS07B WS10B H P ► '/3 '/s 3/4 1 RPM ►- : ` 1750- :1750, 1750 1750 - A 5 ► — 150 — — 10 82 . 122 150 — = , A� LL 15 33 90 123 155 20 — 50 90 126 25 — 7 97 95 30 — — 5 61 35 — — — 20 SEWAGE EJECTOR SYSTEM Simplex ejector system go@ R Unassembled Package Order No. SWS0511B offers ease of ordering and Includes: installation. A single ordering - Basin and Cover: A7 -1830P number specifies a complete - Check Valve: A9 -2P system designed for most ; - Pump: % HP,115Volt — WS0511 B residential and commercial - Float Switch: A2 -5 (115 V), A2 -6 (230 V) sump and sewage pump For 230 Volt application Use Order No. applications. SWS0512B. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. u Goulds Pumps ITT Industries 4 h y�d y N GOULDS PUN S A3 -2012 MAGNETIC CONTACTOR .� tries Electrical Control Panels A3 -5034 MAGNETIC STARTER SINGLE PHASE Provides automatic or manual pump operation for single phase systems. Model No. I Horsepower Volts . A3 -2012 1 % -2 115/200/230 A3 -3012 3 — Includes capacitors and overloads 200/230 A3 -5012 5 — Includes capacitors and overloads 230 A3.3512 3 & 5 — Without capacitors and overloads 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'/ through 5 HP pump. • Separate1evel control switch(es) required. Simplex A3 Series Control Systems THREE PHASE Provides automatic or manual pump operations, and three leg motor protection for three phase systems. Model No. . HP Volts A3 -5034 %-5 (or 3 HP at 200 V) 208/230/460/575 A3 -7534 7% 208/230/460/575 A3 -5038' 5 200 (208) To be used for 200 (208 V) 5 HP power supplies. *Three _phase, 60 Hz. • NEMA 1 steel enclosure standard. • Includes: contactor, hand - off -auto switch, run light, transformer for 115 V pilot circuit, and. terminal block for wiring connections. • Overload protection required. Ambient compensated quick trip type.heaters (3 required).must be ordered separately. • Separate level control switches required. _` _TIMPLEX CONTROL PANEL OPTIONS (List panel model number, then any of the following options order numbers.) CAN BE ADDED TO ABOVE 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 ENCLOSURE OPTIONS NOTE: Enclosures listed above are dead -front type, all switches and indicator lights would be mounted inside of panel on permanent mounting bracket. fm onnn n , "i + c. Rating Construction Order No. Simplek NEMA 3R Steel, Hinged Door 3110 NEMA 4 Steel, Hinged, Door 3120 NEMA 4X Fiberglass, Hinged Door 3130 NEMA 12 1 Steel, tlin ed 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. fm onnn n , "i + c. Goulds Pumps ITT I .., ..r....a.. -:...- Order No. 1. Through door mounted H -O -A switch and run light. (Provides access without opening enclosure, standard on NEMA 1 panels.) A. NEMA 3/3R 3200 3210 B. NEMA 4 3220 C. NEMA 12 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 ITT I .., ..r....a.. -:...- N GOULDS PUM. 1. ' k .1.. pries Electrical i control Panels Simplex A3 Series Control Systems IN SIMPLEX CONTROL PANEL OPTIONS ALARM DEVICES (can be added to simplex or duplex controllers) ALARM CIRCUITS (Requires option 3300) POWER EQUIPMENT 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 3/38 enclosure (Used.ln conjunction with existing panel.) A4 -3 5. Low voltage, phase loss and reversal requires 115 V supply circuit. (Three phase only, stops 208 -230 V operation 3360 pumps and closes non - powered 460Y operation 3370 contacts.) POWER EQUIPMENT Consult factory for options not listed. Order No. Main and control circuit breakers Standard simplex panels do not contain breakers. NEMA 1 .Single phase, 115/230V 3600 Three phase, 208/230 V 3610 Three phase, 460/575 V 3620 Consult factory for options not listed. = NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. :A9DITIQNAL,ACCESSQ111ES "' _� _:: _.. . •^ Order No7 4' bell (90 db ®10 Ft.) NEMA 1 6400 NEMA 3R/4/4X/12 6420 3750 1 Horn 101 db ®10 Ft. NEMA 3R/4/4X112 6450 Flashing red light Lexan NEMA 10/4/4X/1 6480 8. Remote alarm panel (includes: 4' bell silencer switch, 3781 and indicator light; rated NEMA 3 /3R) 7. Convenience outlet (115 V GFI) with circuit breaker protection, mounted internally, 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 NEMA1 enclosure requires 115 V supply 6515 = NOTE: When ordering alarm devices, please note desired voltage and mounting location; top, side, front, etc. :A9DITIQNAL,ACCESSQ111ES "' _� _:: _.. . •^ Goulds Pumps Order No. 1. Condensation heater -115 V 3710 2. Elapsed time meter. (Mounted inside cabinet Indicates pump 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 3/3R/4 3780 6. Lightning arrestor Single phase Three phase 3781 3782 7. Convenience outlet (115 V GFI) with circuit breaker protection, mounted internally, choose according to power supply (phase). Single phase panels Three phase panels 15 amp includes 1.5 KVA transformer 3783 3785 Goulds Pumps RGOULDS PUN, PLA. SWH06S MOM !C...�'�„Y.e`£.r:%+'y't��•'� a: '•$: ai% r,rti•�.•.s+- :'- += :ro....-.i'•�s- �ir�'a'u. m� .. .. ...= I'i. =� r'U^+.:,,i+'- �i.na A2 -8 PUMP UP DESIGN Specifications Features a Unit rating: 10 amps at 120 m Bare leads for direct or 240 Vac.15 foot SJO connection to a panel. • ■ Mechanically activated A2.7 tilt switch with heavy duty ■ Two required for simplex non- mercury contacts, not .system (one pump). sensitive to rotation. A2.7 m Normally closed design for system (two pumps). pump up operation. Features a Adjustable start/stop level ■ Bare leads for direct from 5.5" to 36 ". connection to a panel. ■ Entire unit is UL and ■ Mechanically activated CSA listed. .tilt switch with heavy duty Specifications non- mercury contacts, not a Rated for up to % HP, .sensitive to rotation. 115 V or up to 2 HP, 230 V. ■ Normally open design for m Rated for 85 starting amps, pump down. operation. 115.V,15 running amps ■Adjust able.starUstop,(evei maximum..85.startingamps; ■ Differential infinitely 230 V,15 running amps• e Entire unit Is UL and CSA maximum. listed. ■ 15 foot flexible 14 gauge, Specifications 2 conductor (UL) SJOW -A, ■ Rated for up to 3/ HP,115 V SJOW (CSA) water resistant, or up to 2 HP, 230 V. neoprene cord. ■ Rated for 85 starting amps, ■ Epoxy sealed switch and 115 V,15 running amps cord conductors. maximum. 85 starting amps, ■ Not sensitive to turbulence. 230 V.15 running amps m Can be used in liquid up to maximum. 140 °F (60 °C). a 15 foot flexible 14 gauge, 2 conductor (UL) SJOW -A, A2-3 Z SJOW (CSA) water resistant, Features neoprene cord. a Mercury switch E Plastic PVC housing can be permanently sealed in used in liquids up to polyurethane resin. 140 °F (60 °C). ■ Adjustable weight position. a Epoxy sealed switch and ■ Normally open design cord conductors. mercury fluid contacts. ■ Not sensitive to turbulence. ■ Can be used in liquid up to 140 °F (60 °C). Specifications �,. a Unit rating: 10 amps at 120 r2- M or 240 Vac.15 foot SJO neoprene cord 13 amps . maximum. A2 -3M ■ Two required for simplex Features .system (one pump). a Mechanically activated tilt a Three required for duplex switch with heavy duty system (two pumps). :-non-mercury contacts. .■ Differential infinitely :,.■ Adjustable weight position. adjustable for a wide range of a Normally open design. ' applications. .'A Can be used in liquid up to m Bare leads euitable •for -pilot 1OF (60 °C). _= circuit control up to 230V. Specifications a Unit rating: 5 amps at 120 or 230 Vac. .15 foot SJOW -A (UL), SJOW (CSA) water resistant, (CPE) neoprene. ■ Differential infinitely adjustable. a Bare leads suitable for pilot A2 -2 0"1 circuit control up to 230 V. A2.2 Features • Pressure activated switch. • Liquid level differential permanently set at 6% Requires 12" submergence. a 15 foot cord with bare leads for direct connection, to a magnetic contactor or a starter as a pilot switch. a ideal When limited space is available. A2WT ■ Adjustable PVC cable weight. A2-20F ■ Bare leads for direct connection of pump in junction box. a Mechanically activated tilt switch with heavy duty non - mercury contacts, not sensitive to rotation. a Rated for 120 starting amps and 20 running amps. m Can be used in liquid up to 140 °F (60 °C). Goulds Pumps A�, — . . - MGOULDS PUN c EL u it and Sewage MEN + .:, a.:f�+.- ?G�'�J,-': C-o-�. -v .na1. -'-'r} Tne ' .. - - _ ..-r ..t.+CA ^ic$n'E'S x"��"a c' • ` v:. r�CT =%=,R."K ro :�.TK:r•,q':7 Pipe Fittings. 4- p CHECK VALVES PLASTIC CHECK VALVES • Ideal for horizontal installation. • Compression seal connec- tion for easy installation. • Swin desi n flapper Pipe Size Order No. 1 %' A9 -12P 1%' A9 -15P 2' AMP 3' A9 -3P , 7 7 .. 9 9 prevents clogging. • Available for pipe size 1' /4 ", 1' /z ', 2', 3 ". CASTIR1ON CHECK VALVES • Ideal for.horizontal installation. • Heavy duty cast iron construction. • Swing 'design flapper prevents clogging. .r,...,.,......:...... - ?Auailable.'in:2':and,S ",NPT... - " ' °threaded coilnectlorTt— Pipe Size Order No. 2' NPT A9 -21 3' NPT A9 -31 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 #). Pipe Size Order No. 1'/' NPT A9 -128 1%'NPT A9-15B 2' NPT AMB 3' NPT AMB 4' flanged A9-4BCF 4' Flanged A9.4BCT PIPE CONNECTORS SHORT RADIUS ELBOW * Cast iron construction. - 1 • 125 lb. ANSI rated flange -- T 5.38 6.75 at pump end. 3.09 F • 3' NPT or 4" NPT threaded 3I connection for discharge 3.75 4.50 —»{ pipe. Flange Size Order Number Used With 3' Al -5 3888D3 4- A1-6 388804 i 3' -8NPT I �-- 7.5 Dia. A1.5 4' -8NPT Al -6 Plastic Pipe Size Order No. 1 A A9-126PT 1'W A9 -158PT 2' A9.2BPT Goulds Pumps ITT I.,rl@ ur4-rioc PUTNAM COUNTY DEPARTMENT OF HEALTH _ 12hSOk S�Q F .�Y aCERTIFICATE OF CONSTRUCTION COMPLIANCE F ATMENT SYSTEM PCHD CONSTRUCTION PERMIT # f V m.$ -! 9' JO Located at `1/ C&D]"C- ' )e0AQ Town or Village hm V14,4�'i'' Owner /Applicant Name -koN o- C.41'fyy ,pom/ W Tax Map UOS' Block �_ Lot � .7 Formerly Subdivision Name �T,civl. /'L., Subd. Lot # ,!!�' Mailing Address a Q la/AL ZZ1 r X;r, T ±Prf YiO WAIA1,V Zip /Os-W Date Construction Permit Issued by PCHD Separate Sewerage System built by ,� ,4W %QA1 A-Q,A4 Address S D/y9 -P, S , /Ve Consisting of 1 XS-0 Gallon Septic Tank and 5'0 V I- A- T9c''4Oe/i bk//4"/%C- F ie Other Requirements: W10 0- 4L)Pum P K,�&"A5 Water Supply: Public Supply From. Address or: x Private Supply Drilled by B0 y✓D .4 Q.f CS-JAfi/ LAZF�LL Address 6,¢f'M6- 40 1W B ifdiifg.T..yli ; � it%� - t �f y .Has e:osioi� contr'o1.peen coma lPtPd? r Number of Bedrooms i Has garbage grinder been installed? I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- bdt plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulations of the Putnam County Department of Health. Date: ? (JCS Certified byi- P.E. V R.A. (Design Professional) Address ? GUf,'� /'' - License # q3-2 % Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such reiucatio modifi ati or c ge is necessary. B): Title:. Date: Z Icn We copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WEL,I, COl@!IIPLE'TION REPORT e ocaiioe � `` �freet ►ddiess:2! �JA2ii4GCi -Tho. P/ Town/Village: Tax Grid # Map <, lock I Lot(s) 63 Well. Owner: Name: ! 1l�rlf�t f%rm.AAddress: f6 /B eo /um � �� - /e�vn N y lZo 33 Use of Well: 1- primary 2- secondary Residential Public Supply Air cond /heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment Rotary Cable percussion _J5 Compressed air percussion Other (specify) Well Type Screened Open end casing Open hole in bedrock Other Casing Details Total length ft. Length below grade ft. Diameter in. :Weight per foot lb /ft. Materials: Steel —Plastic —Other Joints: Welded XThreaded Other Seal: Cement grout — Bentonite Other Drive shoe: Yes No Liner: Yes No Screen Details Diameter (in) Slot Size Length(ft) Depth.to Screen (ft) Developed? First Yes No Hours Second Well Yield Test _ Bailed _ Pumped Compressed Air Hours Yield Z5* gpm Depth Data Measure from land surface- static (specify ft) During yield test(ft) 4A1 D Depth of completed well in feet 3C Well'tog If more detailed information descriptions or stet�� are available, please attach. Depth :From Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information r S Pump Type Capacity 7 6�'1 Depth Model'7GS,oll 14 Voltage Q3_0 HP ' <' TankTypeWX- -3014 Volume, 86 . WF Date Well Completed All Putnam County Certification No. Date of epo iy OD Well Driller (signature) NOTE: Exact location of well with distances to at least two permanent landmarks to be p on a separate eet/plan-, . Well Drillees Name 'B0 R tesicLn We–AI & F c. Address: IpGxl rzr s--i- CB*'�►f� -1 t�( Signature: Date: I d White copy: HD File; Yellow copy -Building Inspector; Pink copy - Owner; Orange copy- Well driller Form WC -97 NORTHEAST LAy,B7.�OtRA/TOR�yYc of DANBURY rJiJSS1Y SJV 1�� -`Li `KV�L7�•.�'�.,. u..�w a, .c- .nv -'' ' °_._ `_�� r�'�♦ C� Cert: ' J IW- i 4 Xti LABS x (203) 748 -7903 - FAX (203) 748 -0652 NY Cert: 11471 LABORATORY REPORT -- WATER SUPPLY TESTING REPORT TO: MR. & MRS. RON POMPEI DATE SAMPLE COLLECTED: 8/14/2000 & 8/18/2000 20 WALNUT STREET TIME COLLECTED: 11:00 A.M. & 12:30 P.M. TARRYTOWN, N.Y. 10591 COLLECTED BY: MARK BROWN _ DATE RECEIVED @ LAB: 8/14/2000 & 8/18/200Q Cc:MARK BROWN BUILDERS TESTED BY: LAB# 11471 SAMPLE, AS TESTED ABOVE: OPOTABLE or AMNOT POTABLE (PER NEW YORK STATE DEPT. OF HEALTH SERVICES STANDARDS FOR POTABLE WATER) rg a Laboratory Director •NORTHEAST LABORATORY, 129 MILL STREET, BERLIN, CT 06037• (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 REPORT DATE: 8/28/2000 SAMPLE SITE: LOT 963 21 GARDINEER ROAD, PUTNANI. VALLEY, N.Y. SAMPLING POINT:. '' OUTSIDE FAUCET SOURCE: ,,.,,WELL TREATMENT: NONE TEST PERFORMED .,"RESULT: MAXIMUM CONTAMINANT LEVEL BACTERIAL: Total Coliform (Bacteria) 0 per 100 ml 0 per. 100 ml PHYSICALS: 8/18 /2000 -Color 0 15 Odor ND 3 Units pH 6.95 no designated limit 8/18 /2000 - Turbidity 0.70 NTUs 5 NTUs CHEMISTRY: Nitrite N <0.005 mg/L as N 1 mg/L as N Nitrate N 4.08 mg/L as N 10 mg/L as N Alkalinity mg/L - e a n designated limit-5. Hardness 196.0 mg/L - no J6Signaled 8/18 /2000 -Iron 0.096 mg/L 0.30 mg/L Manganese 0.026 mg/L 0.30 mg/L [Note: Combined Limit for Iron plus Manganese = 0.50 mg/L] Sodium 29.3 ** mg/L 20 mg/L ** Lead 0.002 mg/L 0.015*** ml = milliliter mg/L = milligrams per Liter ND = none detected NTU =Units "Notification Level * "Action Level RESULTS BASED ON SAMPLES SUBMITTED: 8/14/2000 & 8/18/2000 SAMPLE, AS TESTED ABOVE: OPOTABLE or AMNOT POTABLE (PER NEW YORK STATE DEPT. OF HEALTH SERVICES STANDARDS FOR POTABLE WATER) rg a Laboratory Director •NORTHEAST LABORATORY, 129 MILL STREET, BERLIN, CT 06037• (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIROMENTAL HEALTH SERVICES ATASHEET:A SU$SUR ACE:SEWAGE TREA. �LI'�_ XST - �.� 'T:1VIE � . Owner Pompeii Address 20 Walnut St., Tarrytown, NY Located at (Street) Gardineer Road Tax Map 85.05 Block 1 Lot 63 ( indicate nearest cross street ) Municipality Putnam Valley Drainage Basin Hudson River Date of Pre - soaking 8/31/00 SOIL PERCOLATION TEST DATA Date of Percolation Test 9/1/00 Hole No. Run No. Time Start — Stop Ela�sle Time (Min•) Depth to Water From Ground Surface (inches) Start Stop Water Level Drop in Inches Percolation Rate Mhvinch PT -1 1 1 :37 -1:42 5 21 24 3 2.7 2 1:42 -1:47 5 21 24 3 2.7 3 1:47 -1:52 5 21 24 3 2.7 4 5 PT -2 1 1:41 -1:43 2 21 24 .3 <1 ..... _..... _ ..- __......1.43- 1,45 -._ -- -- ,. -2- -- - -- -- - -- - - - - .�1- -- - -.. 3 1:47 -1:52 2 21 24 3 <1 4 5 1 2 3 4 5 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 min/inch, <— 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 DESCRIPTION OF SOILS ENCOUNTERED IN TEST HOLES - '= L•a.4."�.\. �.Vi� ..��0}n..mM' .w .. .. �•..qp :'°. .v- t.l- r:�9�s^ -rW+4'.i _ .�'.+.V+e .E' :'y '.�.. :t L.�q'�i t�. 40111i, 4+.� «/�. ✓+gym 4`wo.:'�.- —� M:•aP Tf -�:.IIJ �i':. ���G3'VM'....i'�' ^'�^{'.Vw'�'" DEPTH HOLE NO. HOLE NO, HOLE NO G.L. 0.5' 1.0' 1.5' _. 2.0' 3.0' 3.5' 4.0' 4.5' 5.0'. 5.5' 6.0' 6.5' 7.0' 7.5' 8.0' 8.5' 9.0' G- ..: ..- .9',L. - ...... � � t _ u .- �S�.l rev. _ .. c. Cam.'. .. +. .. -. ,.. ... - .� .•2J •t4• .-i 't �'.,. .t_n .t, ua ..y"p, ..�{vr ... c.. r.. Gee'„ .. .- � __ [ 9:5 10.0' Indicate level at which groundwater is encountered N/A Indicate level-at which mottling is observed Indicate level to which water level rises after being encountered N/A Deep hold ob®rvations made by: NIA Date 918100 N.1 ..." Fefes*nal Name: Beyer and Associates Ck-, f-- Secor Road, Bryant Pond Pla7a., Suite S ?' ohnnar NV MUM SignatuMS �4/ t Design Professional's Seal ' rERUCt-- R�-40L 1 Public Health Director IARETTA-. •MOLINARL R.N., M:S.N< Associate Public Health Director Director of Patient Services DEPARTN4E'NT OF HEALTH 1 Geneva Road Brewster, New York 10509 Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 1 i e I a *_ , ,- U OWNERS NAME: TAX MAP NUMBER: E911 ADDRESS: TOWN: AUTHORIZED TOWN OF (Signature) DATE: . 9 t--,IA /, i) -� 20 200 The Putnam County" Department of Health will not issue a Certificate of Construction Compliance unless the above form is completed, i.e., a legal E911 address is assigned by an authorized town official. This form is to be submitted with the application for a Certificate of Construction Compliance. (E91 l VERFRIvi) a Beyer and Associates 78-Secor 56- Wyan"t"P"o'nd'PI'a-'z*a', Suite 5 Fax. (914) 628-1905 Mahopac, New York 10541 September 11, YOOO Mr. Adam Stiebling Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Re: Pompeii Residence ' St. Thomas Pla6e, - Town of Ruinam.&Iky Tax Map 85.05 Block 1 Lot 63. J Dear Mr.Stiebling.- Please find the following items for the above referenced property: • The final as -built plan as measured by this office (3 copies) • Well completion'report • Results of laboratory testing of the well water • Results of the percolation tests done in the fill pad This should complete the approvalprocessfbr this property, Please feel free to contact me with any questions. ire ..truly our.; tier Chris Caralyus Project Manager •- . . - - B110M- ^R: %FOLEY -' Public Health Director DEPARTMENT OF. HEALTH 1 Geneva Road Brewster, New York 10509 a LORETTA MOLINARI R.N., M.S.N. Associate Public Health Director. Director of Patient Services Environmental Health (914) 278 - 6130 Fax (914) 278 - 7921 Nursing Services (914) 278 - 6558 WIC (914) 278 - 6678 Fax (914) 278 - 6085 Early Intervention (914) 278 - 6014 Preschool (914) 278 -6082 Fax (914) 278 - 6648 CERTIFIED RETURN RECEIPT REQUESTED Mike Beyer, PE Beyer Associates 4 Brookdale Drive Mahopac, New York 10541 PLEASE REFER CORRESPONDENCE TO: NAME: Adam Stiebeling TITLE: Assistant Public Health Engineer PHONE: (914) 278 -6130 ext. 2157 . Dear Mr. Beyer: El YOU ARE HEREBY NOTIFIED that non- compliance of the Putnam County Sanitary Code, Article III, Section 2, Paragraph C, on the property of Pompei, located at St. Thomas Estates, Lot #5, Gardineer Road, TM# 85.05 -1 -63, Town of Putnam Valley has been determined. "Such system shall be constructed in accordance with-the standards, rules and regulations duly' w 'proYiitllgated- by-the New York State Department of Health and the Department with the terms or conditions of the permit issued therefore or approved amendments thereto." A request for a fill inspection was received by this office on December 15, 1999, and an inspection was conducted on December 17, 1999. This inspection resulted in the request to your office for additional field work in the area of the proposed expansion. An appointment was set for December 28, 1999. A subsequent site inspection was made on Tuesday, December 28, 1999 with you, at which time additional field testing was conducted. This notice is to advise you and all parties involved that the Sanitary Sewer Treatment System (SSTS) "fill pad" is not installed properly as shown on the approved plan dated 5/20/98. It is to be noted that there is inadequate area provided for the construction of a SSTS for a four (4) bedroom house. At this time I request your office to submit proposed revised plans to correct this matter. S Please feel free to contact this office to discuss further. It is sincerely hoped that you will cooperate by securing the correction of this condition. ABS:cj cc: BI, (T) PV Pompei For the Public Health Director Bruce R. Foley Very truly yours, L"t �- By: Adam B. Stiebeling Assistant Public Health Engineer i PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION, OF ENVIRONMENTAL HEALTH SERVICES. .SAY: :i'-:�:•�ctJ -.-, GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM 120111A A11) J00 Owner or Purchaser of Building (P...rfrvk , �,V lr& VbIrWrE l gm -Zm6e c5�.4L,_vny) Building Constructed by Location - Street Building Type Tax Map Block J � / Lot /,J ^ Town/Village � C� 3% °� �244,67 Subdivision Name Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewag.- treatment system serving the above - described property, and that is 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 successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system, except where the failure to operate properly is caused.by,the willful or negligent act of the occupant.of the .building.utilizing..the. ; -system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whether or not the failure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. Dated: Month Day 1 Year Vie' IV) I', i� I� L,:?> Jti General Contractor (Owner) - Signature Corporation Name (if corporation) Address: d Boy alp g I'LL /00 State 50M, r--&C Zip L& Signature:lrllol Title: - S " ye Corporation Name (if corporation) Address: State Zip Form GS -97 f Beyer and Assoc&j s 7.rr 78 .'- �$,.''i r1� -Sn ot :v- i :v +• . > ":: .. {.: _:%2`"- ..�':: .iLx. a��_ <y.`�":4i:. °.['r. l :"r- '.:,i'a°a �'."�' . Tel (,' 14) ''. 2- 4756. rRoa Bryant Pond Plaza, Suite 5 R (914) 628 - 1905' " Mahopac, New York 10541 August 11, 2000 Mr. Adam Stiebling Putnam County Department of Health 4 Geneva Road Brewster, New York 10509 Re: Pompeii Residence St. Thomas Place, Town of Putnam Valley Tax Map 85.05 Block 1 Lot 63 Dear Mr.Stiebling: Please find enclosed three copies of the trench plans for the.above referenced property in accordance with PCBOH regulations for a fill system. This submittal constitutes the second submittal for the fill system. The following items have been enclosed for your review: • Three sets of the fill system trench plans. • A new construction permit for sewage treatment system. • Pump system calculations and information. Thank you very much for taking the time to review these plans. Please feel free to contact me with any questions. Ye irul urs, Chris Caralyus ;fit Project Manager PUTNANI COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRO�.rN1ENTAL HEALTH SERS'ICES FINAL SITE INSPECTION Date: Inspected by_:.- Street Loc , z , +,, _--�` Permits ' �$-- T�1 =5 Subdivision Lot 1. Sewage System Area a. STS area located as per approved plans ........................... b.. Fill section_ - date of placement 3:1 barrier Lath Width Avg.Dpth c. Na, -,ral soil not stripped ................... ............................... d. Stone, brush, etc., greater than 15' from STS area ......... e. 100' from water coursehvetlands ...... ............................... II. Se'svaze System a. Septic to ,size - 1,000.... -.12" ........ot'ner ............. b. Septic tank installed leve .....:....................... ............. c. 10' minimum from foundation .......... ............................... d. Distribtuion Box Al.out ets at same elevation-water tested ................. 2. Protected below frost .................. ............................... 3. Nfli limum 2 ft.Original soil b Veen box & treaches Junction Box - roperly set.... ...................................... 1. Lenin Length h rnstall.d 2. Dista-ice to watercourse measured Ft.......... 3. Installed according to plan ................. :.................. .... " -.. Slope oftrench acceptable 1/16 -1/32" /foot ............. 5. 10 f. from property line - 20 ft.- foundations.......... 6. Depth of trench <30 inches from su-rface .................. 7. Room allowed for expansion , 100 % ......................... 8. Size of gravel 31; -1' /z" diameter clean .................... 9. Depth of gravel in trench 12" minimum ................... 10. Pipe ends capped ...................... .,.. ......... .._.,.._F:............. g -Pum_p or DocP.d Svsteh -is . 1. Size o pump c am er .............. ..............................° o. 2. Overflow tank ............................. ............................... 3. AIarm, visual/ audio .................... ............................... 4. Pump easily accessible, manhole to grade ................. 5. First box baffled .......................... ............................... 6. Cycle witnessed by H.D.estimated flow /cycle........... III. HouseBuildina a. house located per approved plans ... ............................... b. Number of bedrooms ....................... ............................... IV. Well a; ,'ell located as per approved plans ............ ................ b. Distance from STS area measured ly© ft ........... c. -Casin? 18" above grade...'.. ............................................ d. Surface drainage around well acceptable ....................... V. Overall Workmanship E. Boxes properly grouted ................... ............................... b. All pipes partially backfilled ........... ............................... c. All pipes flush with inside of box ... ............................... d. Backfill material contains stones <4" diameter .............. e. Curtain drain & standpipes installed according, to plan.. f. Cunain drain outfall protected & dir.to exist watercours, g. Footing drains discharge away from STS area ............... h. Surface water protection adequate ........................ :......... i. Erosion control provided ................. ............................... Rev. 1197 0 ."..1 C�0 G %A 7. 6` vq S � �- I I ' 2 ;.\ _ SST LOT #4 RE MUST BE INSTALLED;' , O r - / t 5 ANY CONSTRUCTkO j ) y. 68 � 4 G K t � 0 -989 " "ACRES / K 1 0 GAL. SE TANK (43,076 L-.F.) " C. 1. P. ® 1 /4" T i i / \ 70 � `O 6 1: ' O 0 \\\ 680 '.,DEPT FILL , '- - CONTROL ROOF AND FOOTING DRAINS 6 4 - 000 HOGS 1� 0 \ \ 66 s ` . OpOSED�i F,F, ELE Ev8 672 0 �� WATER SERVICE CONNECTION PR WA i BA E V. 672.0 � \\\� VE �1 670 ss) s I' APPROiL WELL LOCATION L 66751' H.D.P. F , $•_--- H.D.P. - -_ - -_- N// � �., fig• - - - - -_ �'I ROA D r; o S = 7MPeoC ve Poment x W�64yi. ?J 6.54 � y in NVe <B 7g n TF i I ' O 68 , N ou! .6$1 INV..72 4, O 'NV 85087 �t78• \ ` R 1 O h 1 �I� C � Tlk T.F. 658.87 INV 856.02 T.F. 667.0 r! INV. 661.77 17- 2 f3 CONNECT ALL FOOTING AND CURTAIN DRAINS STREET n STORM DRAINGE SYSTEM IF POSSIBLE 'y HEALTH V PLAN DEPARTMENT - GENERAL �`�'"� ► "�s� t-�.2 f'vT, � .°EET OF TIIE PROPOSED NOTES �� ! REMOVED SUBSURFACE ST FACE I) �' TREATMENT 9. CUT OR FILL 1S NOT pE BY THE LICENSED DESIGN PROFESSIONAL THIS PLAN lTTED w THE S PENT AVER CONSTRUCTION AND THE PUTNAM STS AI ,EA, EXCEPT IF SD 1 AND PROIR TO = SPECIFIED ON BACIO%Lr,L, 10-AFTER BACKFILLINC T BE T W DD AND ROPED OFF SO THAT NO MINIMUM OF 6, XE SYSTEM, , PXE SSTS 15. SITE dlODIFTCATION AC77 EARTH SHALL BE TRUCIGS TOPSOL!, SEEDED MULCHE SHALL BE CO CONDUCTED DURING RELATII71cDRYVP VINC PLACEMENT OF FILL ALLOp IN TXE SS ERA 11 OCCUPANCY OFT QED wITX A EXCESSIVE SOIL COMpAC7lON /EASURES S ERIODS TO MIN ARE TO BE HALL BE INSTA/ / FD POOR COMPL/,11VCE APPLICATION MUD NOT BE PERM. S02 SMEARING ANL HAS THE START OF ANY HEALTy DEPARTMENT qND FORWARp RECIE B H pE CONSTRUCTION FEET iYHICX ApPRODE r. RESPE A1`D APPRO PTX OF FILL ii7TylN TXE S TO BE IN ACCORDANCE #7T11 THESE PLANS MV'ICIPAL;iy AS PART BUILDING THE OF T� COUNTy GRAVEL SUITABLE BOA TES EIFACE TREATMENT SY M ARI AND REGULATIONS OF ANY lS PLAN IS ART 7TIE CERTIFICATE OF OCCUPAN MATERIAL AND SHALL lYA[75 ABSORPTjOly B SHALL BE RUN OF BAA TXE PE REVISIONS 12. TX APPROVE CY APPLICATION. FASTER AN INPL9CE PERCO RMI7 ISSUING GOVERMENT AND ALL OTX� RE, D FOR SERE THAN THE NA LAT10N DES OR OTHER UNSr MI75 TREATMENT AND�OR TfATER PERIOD. UNDERLYING SOIL R9TE 1T BAST EQUAL TO TILE PRRMIFILcE PER A�4VD /OR APPROVALS SUPPLY ONLY, PERrn .eT DESIGN PROFESSInN.. _ ASR THF.pr.,r.r.,.... __ BUifiPwAr CONSTRUCTED IN ern ._ ARE THE nnoS, __ ' ;er ! )NAUTHORIZED ALTERATIONS AND. ADDITIONS '0 THIS DRAWING IS A, VIOLATION OF 'ECTION 7- 0 2 9 (2) OF THE NEW YORK STATE '4DUCATIOW-71AW. -SWING TIES (FT.) D E WELL 95 112 SWING TIES (FT.) D E WELL 95 112 108 122 85 41 48 107 123 74 87 -46 511. 110, 12,4 77 88 51 53 1112 126 81 90 56 57 115 127 85 92 82 60 118 199 89 95 67 67 APPROX LOCATION OF SSTS FOR LOT #4 7' DEEP CURTAIN DRAIN x 4' x 6'-6" PUMP CI- -09,;Fo,E 1250 GAL. SEPTI 4" C.I.P. 0 1,