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1000-31.-3-11.25
s 2 cTF. Na ~ F~~~ FEB ~6 2003 CERT[FICATE OF ABANDONMENT EDWARD RoMair:e CLERK OF SUFFOLK COUNTY PURSUANT TO SUBDIVISION 3 OF SECTION 335 OF THE REAL PROPERTY LAW OF THE STATE OF NEW YORK EAST MARION FIRE DISTRICT, a municipal corporation, having its principal office and place of business at 9245 Main Road, East Marion, New York, 1 1939, for the purpose of abandoning and canceling the subdivision of a certain tract of land owned by it and hereafter described, pursuant to Subdivision 3 of Section 335 of the Real Property Law of the State of New York, does hereby certify: 1. That a certain map subdividing such tract of land and other land situate in the'I'own of Southold, County of Suffolk and State of New York, into lots, plots, blocks and streets, entitled "Map of Highpoint at East Marion, Section 3, at East Marion. Town of Southold, Suffolk County, New York," filed in the Office of the Clerk of the County of Suffolk on .Iuly 15. ] 991 as Map No. 91 ] 9. 2. That more than eleven years have elapsed since the filing of said map. 3. That the tract of land owned by the undersigned is situate in the Town of Southold and consists of an area not less than one half acre consisting of the lots described as follows All that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State ofNew York. known and designated as Lots 50, 51 and 52 inclusive, on a certain map entitled, "Map of Highpoint at East Marion, Section 3, at East Marion, Town of Southold. Suffolk County, New York," filed in the Office of the Clerk of the County of l 4 818 #ABS. ~ No. Suffolk on July 15, 1991 as Map No. 91 19. 4. That the Lots above mentioned are unimproved for the use of any owning occupant or any other persons having an interest in any part of the said subdivision of lands as shown on the aforesaid map. 5. That the said Lots are hereby abandoned and canceled and effective with due approval and recording thereof. said Lots shall no longer exist. 6. Endorsed hereon will be the approval of the Board of Assessors of the Town of Southold. 7. Suhmiued herewith is an Abstract of Title to said Lots to be abandoned covering a period of at leasC twenty years last past and a certificate of a licensed Title Company to the effect that there are no unpaid taxes of tax liens against said lands. In witness whereof, this Certificate is mad and executed this day of January, ?003. EAST MARION FIRE DISTRICT bY~~~- Chairman, Board of Co nissioners Stale of New Yorl<, County of Suffolk).: On the'~\ Stb day of January, in the year 2003, before me, the undersigned, personally appeared Qo~A~~ Da<..ao,..~~\ ,personally known [o me or proved to me on [he basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he~she!they executed the same in his;hedtheir capacity, and that by his/her their signature(s) on the instrument, the individual(s), or the person upon ~ . alCof which the individual(s) acted, executed the instrument. -i 'iti _ halo-a P,J,~, , , Co ~,o~ r ~ 3 't073 Notary Public. State of New York I, the undersigned, an Assessor ofthe Town of Southold, Suffolk County, New ti'ork. I do approve and consent to the foregoing Certificate of Abandonment. Dated: January~tsr, ?003 TOWN OF SO OLD BOARD OF ASSESSORS by _ Robert I. Scott, .I r., Ass sor State of New Yorl:, County of Suffolk).: On the~\ th day of January, in the year 2003, before me, the undersi ed, personally appeared Robert I. Scott, Jr., personally known to me or proved to me on the basis of satisfactory evidence to be [he individual(sj whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed ihr same in his/her/Their c~acity, and that by his/her their signature(s) on the instrument, the individual(s), or thu person upon behalf of whicri the individual(s) acted, executed the instrument, Notary Public, State of New York EDWARD JCtiN EOl'D 5th tyotary Publi= E:zte e( flax York U28Suz/bb'to Sai;sli< Comity Commission E:.pires April 30, 'L003 1 ~ 8 ~ 8 #ABS N~ TITLE NO. 47174.SS CERTIFICATE OF ABANDONMENT FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, hereby certifies to the Town of Southold and/or County of Suffolk that it has searched the title to the premises herein described from a date 20 years prior to the date hereof and finds that title to said premises herein described is vested in: East Marion Fire District Subject to such mortgage, taxes, tax sales and assessments as appear in the annexed schedules, all of which are part of this certificate. This certificate is made and accepted with the understanding that the Company's liability hereunder is limited to such interest as herein set forth and in no event is the liability of the Company to exceed the sum of One Thousand Dollars ($1,000.00). DATED: February 26, 2003 FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK 5 ~ ~ ~ No. SANDRA J. G ESKI ASST. VICE PRESIDENT FILED FEB 2 ~ 2Qp3 FILED FEBC2 62003 EDWARD P~ ''Eil CLFRI( OF SUFFOLK COUNTY TITLE NO. 47174.SS DESCRIPTION ALL that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as Lots 50, 51 and 52 inclusive on a certain map entitled, "Map of Highpoint at East Marion, Section 3, at East Marion, Town of Southold, Suffolk County, New York", filed in the Office of the Clerk of the County of Suffolk on July 15, 1991 as Map Number 9119. I TITLE NO. 47174.SS CHAIN OF TITLE Julia Conway and Joseph J. Dzenkowski Deed Liber 9122 cp 465 As Co-Executors of the Last Will and Dated: 12/28/81 Testament of Andrew J. Dzenkowski Recd: 12/31/81 A/WA Andrew Dyenkowski, deceased To Herbert R. Mandel Herbert R. Mandel, died a resident of Suffolk County on 1114197 Eugene Kessler, as Executor of the Deed Liber 11932 cp 515 Estate of Herbert R. Mandel, deceased Dated: 11/23/98 To Recd: 12/7/98 East Marion Fire District MORTGAGES None TITLE NO. 47174.SS PERIOD SHEET Herbert R. Mandel 12/28/81 to 1/14/97 Eugene Kessler, as Executor 11/14/97 to 12/7/98 East Marion Fire District 11/23/98 to Date FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK SANDRA J~G' LESKI ASST. VICE PRESIDENT TITLE NO. 47174.SS TAXES FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK, hereby certifies that the 2002/03 Real Estate Taxes have been paid in full and that all prior taxes for a period of 20 years have been paid. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK r l-21~,~'~Gc.~ ~c~Z .t,- ' SANDRA J.~OLESKI ASST. VICE PRESIDENT I rt ~ ~~t~QIK~DU~~ h? rc ~ SCOTT L. HARRIS PLANNING BOARD MEMBERS Bennett Orlowski, Jr., Chairman - eY ' 0~ Supervisor George Ri[chie Latham, lr. Richard G. Ward '~l : ~ t Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards Southold, New York 11971 PLANNING BOARD OFFICE Telephone (5 l6) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 June 6, 1991 Herbert R. Mandel 443 Main Street Greenport, New York 11944 RE: Highpoint at East Marion, Section Three SCTM#1000-31-3-11.25 Dear Mr. Mandel: The following resolution was duly adopted by the Southold Town Planning Board at a meeting held on Tuesday, June 4, 1991. WHEREAS, Herbert Mandel is the owner of the property known and designated as SCTM#1000-31-3-11.25, located on the north side of N.Y.S. Route 25; 364.42 feet west of Stars Road in East Marion; and WHEREAS, this major subdivision, to be known as Highpoint at East Marion, Section Three is for 3 lots on 2.9189 acres; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself Lead Agency and issued a Negative Declaration on October 16, 1989; and WHEREAS, a final public hearing was closed on said subdivision application at the Town Ha11, Southold, New York on April 22, 1991; and WHEREAS, all the requirements of the Subdivision Regulations of the Town of Southold have been met; and be it therefore, Page 2 Highpoint at East Marion, Section Three RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated November 27, 1989, subject to the decision of the Planning Board for the need of a fire well. Please contact this office if you have any questions regarding the above. Very truly your/fs, Bennett Orlowski, Jr. ~r~S Chairman cc: William D. Moore 1102bP~0~~6 ~ DECLARATIONS OF COVENANTS AND RESTRICTIONS FOR HERBERT R. MANllEL This Declaration, made the I ST day of ~~L~ 1990, by HERBERT MANDEL, residing at Inlet Lane, Greenport, NY 11944. WITNESSETH WHEREAS, HERBERT R. MANDEL, is the owner in fee simple of certaiff premises situate at East Marion, Town of Southold, Suffolk County, New York, described on the Suffolk County Tax Map as District 1000, Section 031.00, Block 03.00, Lot 011.25 and as more fully described in the attached "Schedule A" and WHEREAS, the Southold Town Planning Board, by Redolution made on December ISM 18, 1989, approved the subdivision of the property described in Schedule A into three lots E~ as shown on subdivision map prepared by Young & Young N.Y.S.L.S. dated November 13, ~31,t1~ 1986 as last revised May 31, 1989 and WHEREAS, the Southold Town Planning Board approved said subdivision subject to certain covenants and rstrictions to be filed in the Office of the Clerk of Suffolk County, 0 i NOW, TFIEREFORE, in compliance with the resolution of said Southold Town 11~.Z5 Planning Board, Declarant herein declares that the land described in Schedule A is held and shall be conveyed subject to the following covenants and restrictions which shall nm with the land: 1. Access to Lot number 50 shall be from the proposed road; there shall be no access to this lot from Main Road. .AR 7 1990 IN WITNESS WHEREOF, the foregoing Declaration has been executed by HERBERT R. MANDEL, on the day and year first above w 'tten. bert a 1 SCHEDULE A 11028PC03'7 ' Description o[ parcel of land being developed ee a realty subdivision end a• shown on a map entitled, "subdivision Map Niqhpoint at Eaet Marion, Section Three, Ina." et Eest Marion, Town oL Southold, SuLtolk County, New York. BEGINNING st a point [ormed by the lntarsaction o[ the westerly line of the lend now or formerly of 8tavan end Despina Moraiti¦ with the northwesterly line of Maln Roed (N.Y.B. Rta. 25), which point Ss 764.42 feet southwesterly es measured along the northwesterly line of Main Rosd (N.Y.B. Rte. 25) from the westerly line of Starr Roadt and running thence Lron said point o[ beginning South S9 deg. 02 min. 00 sec. West along the northwesterly line o[-Main Road (N.Y.B. Rte. 25), 218.44 feet to the land now or formerly of East Marion Fira Dietrich thence northerly, westerly, again northerly and again westerly - elonq the lend now or formerly of Eest Marion Fira Dietriat the [ollowing courea• and dlstancest (1) North 72 deg. 02 min. 70 sec. West 220.87 feet, (2) South 79 deg. 50 min. 10 sec. West 20.50 feet, (7) South 65 deg. 40 min. 00 sec. West 62.55 feet, (1) North 24 deg. 11 min. 50 sec. Heat 80.00 feet, (5) Bouth 65 deg. 40 min. 00 seo. West 126.67 feet to the lend now or formerly of George and Geatraki¦ Kortsolakls7 thence North 24 deg. it min. 50 sea. West along the lend now or tormarly of George end Geetrekia Korteolakis 161.74 feet to the ¦outharly line of a certain realty subdivision shown on a map entitled "Nlghpoint at Eest Marion, Section Two, Inc." tiled in the of [ice of the Clark of Sutfolk County :under Fila No. 77551 thence easterly along the southerly line of esid subdivision, "Nighpolnt at Eest Harlon, Section Two, Ina." the following courses end dietenceet (1) North 65 deg. ?B min. 10 sea. East 175.01 feet, (2) North 71 deg. 21 min. 11 sea. Gast 249.71 [eat to the lend o[ now or tornerly of 8tavan end Daeplna Moreltist thanes South 25 deg. 59 min. 17 sec. East slong the lend now or formerly of Btavan end Deepine Moreitis ~4a.67 Leet to the point or piece of BEGINNING. 11028P~038 STATE OF NEW YORK: COUNTY OF SUFFOLK: ss.: " On this ~ S' day of m~~i~ , 1990, before me personally came HERBERT R. MANDEL, to me known and known to me to be the person described in and who executed the foregoing Declaration of Covenants and Restrictions, and he duly acknowledged to me that he executed the same. 11` C ~Yn"J~tw...r-.--- Notary Public ~~()1 1~.1!tnn~ v"N7 i~{1S i0.;t,J~ ~~!~,s),43 1140' 'JO, Nil sn 01 1 ~tiW ooR~- LLB A Z3. ,M~{-r~ ~ t1 G l4 ~ h~''~ N~~~~ Y;~?~=f~st,~i ~ J MAJOR SUBDIVISION 4 lots -with road) 3, _ 2 -!/:~5 Complete application received Application reviewed at work session ,ro.` oK ,Nro. OK Applicant advised of necessary revisions Revised sub mission received _ oK ~ ,+p i „ + iNN~ i7:. i Sketch plan approval "~S~ , -with conditions ~ `_~s Lead Agency Coordination 8~ ~ ~ SEQRA determination ,o~~bl 89 - Nom. ~ Road profiles/drainage submitted ,Nro. oK -C8V1Si0ns Nro• OK Road profiles/drainage reviewed be Engineer oK +Nro. OK Bond estimate submitted Bond adopted by PB ~ Bond adopted by TB 1, I---~g~ ~2~i~8g g~g~ 3`~ Sent to County Planning Commission $ Nro. oK 54, A0°'` ox uro. Review of SCPC report ~~kr~ Sent to Fire Commissioner a 8 - Receipt of firewell location f 8~ Notification to applicant to include on final map - Draft Covenants and Restrictions received + a ~ oK ,~~Ivo5~3t,~.~. Draft Covenants and Restrictions reviewed '"ro• a ?t. Filed Covenants and Restrictions received 41~t~'t- lee(- ~5tuw-~J. Receip'. of a~ylars and paper prints with ~ Hea'?h approval ~ "'~~iD- Final Public Hearing A~~ Z~ ~Q y~zk-yl~ ~Qewd, ~.zi-~1 Approval of subdivision ~6- 3 - -with conditions ~ , tB r?~-l, G_~-4 r Payment of bond ~ b qv " ~ _ ti~ Payment of inspection fee 9c~ ~ Endorsement of subdivision ~ 1 WILLIAM D. MOORE ' PATRICIA C. MOORE - MOORE & MOORE ATTORNEYS AT LJ1W SUITE 3 CLAU8E COMMONS MAIN ROAa P.O. BOx 23 MATTITUOK, NEW YOWK 11832 ^n - O 1{7~n (518f 288-5674 O JW September 8, 1989 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 RE: Highpoint section III; 1000-31-3-11.25 Dear Mr. Orlowski and Members of the Board: Enclosed please find the subdivision application for the above-referenced property. The required subdivision maps and filing fees have already been submitted to your office. A legal description of the property is being prepared and will be forwarded to you upon its completion. In addition; covenants and restrictions may be prepared and will be forwarded upon their completion. Please schedule this matter for review at your next meeting; thank you for your continued courtesies. Ver `y y rs, l William Moore WDMJmr Encl. cc: Herbert R. Mandel ~ ~ APPLICATION FOR APPROVAL OF PLAT j'rr - S J~9 To the Planning Board of the Town of Southold: The undersigned applicant hereby applies for (tentative) ~S53bX) approval of a subdivision plat in accordance with Article 16 of the Town La~v and the Rules and Regulations of the Southold Town Planning Board, and represents and states as follows: 1. The applicant is the owner of record of the land under application. (If the applicant is not the owner of record of the land under application, the applicant shall state his interest in said land under application.) 2. The name of the subdivision is to be HZGHPOINT„AT,EAST.MARIONI SECTION III, INC. 3. The entire land under application is described in Schedule "A" hereto annexed, (Copy of deed suggested.) 4. The land is held Uy the applicant under deeds recorded in Suffolk County Clerk's office as follows Liber . ~~.L2 Page ..~W 5.............. On Liber Page On Liber Page On Liber Page On Liber Page On as devised under the Last Will and Testament of or as distributee 5. The area of the land is 9189........ acres. 6. All taxes which are liens on the land at the date hereof have been paid except 7. The land is encumbered by mortgage (s) as follows: (a) \Iortgagc recorded in Liber Page in original amount of $ unpaid amount $ held Uy adclress (U) Alortgagc recorded in Liber Page fn original amount of unpaid amount held Uy address . ~ w ~ , (c) Mortgage recorded in Liber Page in original amount of unpaid amount held by address 8. There are no other encumbrances or liens against khe land except N!A 9. The land lies in the following zoning use districts ....................................8 4.9................................................ 10. No part of the land lies under water whether tide water, stream, pond water or otherwise, ex- cept ...................................r?~ A...................................:....... 11. The applicant shall at bis expense install all required public improvements. l2. The land ~`d248k7j (does not) lie in a Water District or Water Supply District. Name of Dis- trict,if within a District,is 13. Water mains will be laid by N 1 A and (a) (no) charge will be made for installing said mains. 14. Electric lines and standards will he installed by L ~L e 0 . . . . . . . . . . . . and (a) (no) charge will be made for installing said lines. 15, Gas mains will be installed by ................N/.A and (a) (no) charge will be made for installing said mains. ]6. If streets shown on the plat arc claimed by the applicant Co be existing public streets is the Suffolk County highway system, annex Schedule "E" hereto, to show same. 17. It streets shown nn the plat arc claimed by the applicant to be existing public streets in the Town of Southohl tlightcay system, annex Schedule "C" hereto to show same. ]8. There arc no existing buil<liags or structures on the laud which ore not located and shown on the plat. 19. 1Vhcrc the lrl:d shores proposed streets which arc extensions of streets rnt adjoinin.{ sub- division maps heretofore filed, there arc no reserve strips at the end of the streets rnt sai4 pxistin,~ maps at their conjunctions with the lroposed streets, ZO..Iu the a»trsc nF these proceedings, the applirurt will oiler proof of title ns required by Sec. 33? of the Itcal Pmpcrty Law. 21. Submit a copy of proposed deed Eor lots <_hov: in;;, al! restrictions, covenants, etc. :annex schedule °D° 70 43~ I~RUV/DE1J ~ ~ 22. The applicant estimates that the cost of finding and required public improvements will be as itemized in Schedule "E" hereto annexed and requests that the maturity of the Performance Bond 6e fixed at years. The Performance Bond will be written by a licensed surety company unless otherwise shown on Schedule "B". ' DATE ...S~.E~ember,.S,,,19.89..... 19..., ..William D. Moore . (Name f Ap li By ~ (Signature and Title) At~or ey P.O. Box 23, Mattituck N.Y. .11952 (Addcess) STATE OF NEW PORK, COUNTY OF .......SAEF.OL.K ss: On the ~ day of, jiQi1~i,Y~, 19. a 9... before me personally came ll~-1 AM N,Da ~Z C . , , .1 to me known to be the individual described in and who r executed the foregoing instrument, and acknowledged that ..~~k executed the same. otary Public D~~ IAM~1~ Pttl~ M ~f iM tlalt ST:\TE OF NE~V YORIC, COUNTY OF sCog~~l~IMM~~~/ On the day nt 14......, be(orc me personally came ...................to me known, n'ho being by me duly sworn did de- pose anclsay that resides at No . .................................that is t}tc oE the corporation described in and which executed the fore„uinfi instrument; that knows the seal of said corporation;that the seal a[fised by order of the board of directors of said corporation. and that signed name thereto by like order. ATOtar}' Public to G~FFOUf PLA~NI ~ 09. D TO.~~- 1 O ; SOU ;HOLD SU FOI~ED'I'Y Southold, N.Y. 11971 (516) 765-1938 QUESTIONNAIRE TO BE COMPLETED AND SUBMITTED WITH YOUR APPLICATIONS FORMS TO THE PLANNING BOARD Please complete, sign and return to the Office of the Planning Board with your completed applications forms, if your answer- to any of the following questions is yes, please indicate these on your guaranteed survey or submit other appropriate evidence: 1. Are there any wetland grasses on this parcel? Yes (Attached is a list of the wetland grasses defined by the Town Code, Chapter 97, for your reference) 2. Are there any other premises under your ownership abutting this parcel? Yes No 3. Are there any building permits pending on T this parcel? Yes ( No l 4. Are there any other applications pending concerning this property before any other department or agency?(Town , State, County, etc.) Ye No 5. Is there any application pending before any other agency with regard to a different project on this parcel? Yes No 6. Was this property the subject of any prior application to the Planning Board? Yes No 7. Does this property have a valid certificate of occupancy, if yes please submit .a copy of same No I certify that the above statements are true and will be relied on by the P Boar 'n considering th's application. SEPT. 8~ (yB% Signature of property o ner or autho ',ze date Co ' U48-/ {1/871-Text I2 PROJECt Lp. NUMeER 6~1 _ ' ~ ~ Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL AS5ESSMENT FORM For UNLISTED ACTIONS Onty PART 1-PROJECT INFORMATION (To be completed by Applicant or Protect sponsor) t, APPLICANT (SPONSOR - 2. PROJECT NAME HERBERT R. Mj1NDEL HIGHPOINT AT EAST MARION SECTION 3. PROJECT LOCATION: INC. Munltipallty TOWN OF SOUTHOLD Coanty a, PRECISE LOCATION (Street address antl road Intersecliona, prominanl landmarks, ete., or provide map) STATE ROUTE 25 6CTM 1000-31-3-11.25 , S. IS PROPOSED ACt10N: New ?Expanslon ?Modllicetlanlalterallon 0. DESCRIBE PROJECT BRIEFLY: 3- lot minor subdivision 1. AMOUNT OF lANO AFFECTED: Inlllally acres Ultimately 2 . 91 S 9 acres 0. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LANG USE RESTRICTIONSS ®Yes ? No If No, tlescrlbs bdelly C 9.4YHAT IS PRESENT LANG USE IN VICINITY OF PROJECT? ®Residentlal ? Induslrlal ? Commercial ? Agriculture ? ParWFOresllOpen space ? Olner Describe: R40 ID. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL, STAT~EjO~R LOCALIS yTyraa'~1 ? No If yes. Ilsf BgenCy(a) and permit/BpPmrals Y5 ~1t-'~1f /1. DOES ANY ASPECT OF THE ACt:Orl HAVE A CURRENTLY VALID PERMIT OR APPROVALS ,Cues ? No 11 yES, IISI agency name and permillapproval ` 11. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMITIAPPROVAL REQUIRE MOOIFICAiIONt ?Yes o " ' i CERTlFV THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE BY WILLIAM D. MOORE, AoTeORNEY ~ ADplicanpsponsor nom Signature[ ~ _ I( the action is in the Coastal Area, and you area a agency, complete the Coastal Assessment Form before proceeding with this assessment ~ OVER _ _ ~ y~.r- y-T.._ - -r - - - - _ PART II-ENVIRONMENTAL ASSESSMENT (To be com feted b enc A. DOES ACTION EXC NY TY RESHOLD IN a NYCRR, PRAT 817.127 If Yes, E oats the review proceaa entl uas the FULL EAF. ?Yea ? ~ „ 8. WELL ACifON RECEIVE COOROINAiEO REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 8 NYCRR, PART 817.87 71 No, a negatMS dselarallon may De auperaadad by another Involved agency. ?Yes ?No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING: (Answers may be handwritten, If IeglDle) ( C1. Existing aH quality, surface or groundwater quality or quantity, notes levels, exlallnp iralllo patterns, solid waste producllon or disposal, polantlal for erosion, dralnape or flpodinp problems? Explain brlally: C2 Aesthetic, egrleutturel, archaeological, historic, or other natural or eullural resources; or community or nelghDOmood ehsraetsr7 Explain brlaly: C3. Vepststlon or leans, Ilsh, shellItch or wlltlllla species, slgnillcanl hebltsts, or lhreNenad or endangered el»e1ss7 Explain brlally: G. A community's existing plans a poste as olflclally adopted, or a change In use or intensity of uas of land or other natural rswurees7 Explain bristly C5. Growth, subsequent development, or relatatl activlllee likely to be Induced by the proposed action? Explain brlally. CS. Long term, short term, cumulative, or other ellecla not Iden111ied in C1•C57 Explain brlally. C7. Other Impacts (Including changes in use of either quantity or type of energyl7 Explain Drlelly. D. IS THERE, OR IS THERE LIKELY TO BE, CONTROVERSY RElA7E0 TO POTENTIAL ADVERSE ENVIRONMENTAL iMPACT57 ? Yes ? No 11 Yes, explain brlally PART III-DETERMINATION OF SIGNIFICANCE (fo be completed by Agency) INSTRUCTIONS: For each adverse ellect Identllied above, determine whether It is substantial, large, Important ar otherwise slgnllicant: Each effect should be assessed in connection with Its (a) setting (i.e. urban or rural); (b) probability of occurring; (c) durat(on; (d) Irreversibility; (e) geographic scope; and (f) magnitude. If necessary, add attachments or reference suDPorting materials. Ensure that explanations contain sullicient detail to show that all relevant adverse Impacts have been identified and adequately addressed. ? Check this box If you have Identified one or more potentially large or significant adverse impacts which MAY occur, Then proceed directly to the FULL EAF and/or prepare a positive declaration. ? Check this box if you have determined, based on the information and analysis above and any supporting documentation, that the proposed action WILL NOT result in any significant adverse environmental Impacts AND provide on attachments as necessary, the reasons supporting this determination: r Name m lea AgrncY , - 7nnr or type Name of Responsible UI rter m lead Aarncr B a or raporo~blr UI ¢er S~Rnalure o1 Responu a Olh<er m Lea AxencY i6namre al Ineparer 111 n erem from. rnponu6 a muceq E Uale , 2 • y ....Y. s ,y, t.- .`J, ,r M~a, .•fia+. LLa,. iJ"` •f•aL •z•ut ry.m u/ • + •.a r ` • k L y~ AM'P' P. ej. 1 , a - 11 `iiR byy + ~ d •J s ' , ~ ~ eY `4•` EAST MIRION. b 4 /F+ , ~e O ` + ~ b\. 'r ~ CEMETERY 4 t . • l0 ' w•• r•P y. p , 1 • s. . ~ 4' ~ . i ? ,r + e b O' + • ° ' + ~ MAR/ON LAKE iy 12 - Q~\ ~i - num + b V b i O Q ' i 'a, ' 04 J~. I yy> P P+ ; J s. ' J' .e ti „ e TOMN Oi SOUTMOID a b9V 1a+. + n• .y IYYNIN•l1 lY.l JO t• r` ee°. •y a 41. 9 p_ • y ~ O y + • % / fF[ SEC x0 Of 9 ~ C $ y r P' rP • a t,.. • P N C e, a RJ a P `P•!•iyo IT r i • O, 5 P I ~ ~ o••` ie o; • O y a~ 4~,• \ cL J .t.. o 0 1 I6 P s ` ' • / `e, ~ ~ ` MAR/ON LAK£ •~P• P p Bo PPP • k~ ~ P • . yi 9 sates • ..c y s 4 P / TOwN Oi SOUTNOLD • cP • / .al.. `oi`` ? J ? s+ ~ r wwNYr.n .YN °i fuu ~ I 6 ~ - ,o e ~ 4 ~ IS y~ Y rA• ? ..T ..b Efrj ' y r". a + 4. n : : i • y ~ b.'L 4 i y • R • ~ ~ • 7'' O / ~ VYLia. N..V Yt.....)l YY!•t..~.Y l • Y1•CX ~ LiNE .P S 1 flw•Y.~ L. IYIY~ •t ~ tl 1 / •4. ` S[[ SR x°OL t` ~4. .q b _ nPY..~_ uvP•V u.wn"E YY.4 ~•^d "'Y•i © COUNTY OF SUFFOLK mYOr SOUTttOLD ..P...o..Y..L_ _ . o...o.w.._ ^o'` - Real Property Tax Service Agency NucEa _ W.a.r l"Lr vJbP I.Y ~d~'fr•s l~ _.L - fM'. Y._ Q ikdN0.~.~ tll YN N~ %4f w. q11 COVe,Y Cf11,tl gLTN[}.gyp, Iy00 _ ~YYa D~s4Y __.Y. Yw.P Y.. '/1 IAw w« ~Y• •Y..oLw catx•. nccm~.r Rive•Aeod.l i, New Yoc4 IIIwYwI ~f KOLrr w... ~ s.~~n.....a Isar--..... yu....... Yi... w. nn r...,... . . - ~ - '.NF{~ri Fi~rlh-44-H4~~~.'r~-~Nr1 i \V~ U i ~~i 1~ h 1. / I 90.74 OPINIONS OF THE ATTORNEY OENEb.L it maintain the office of chief of police. Thus, we believe that so long as your village maintains its police department with an authoriza- tion for five positions without the office of chief of police it will continue to be covered by the exception. The reference in chapter 840 to "positions for more than four full-time police officers" is clearly a reference to authorized positions rather than filled posi- tions. We note that in the event the authorized positions in your department are rc.:;:~ed to four or less, the department will no ~ Longer be subject to the requirement that it maintain t?Ie office of ~ chief of police. Arguably, however, upon re-authorizing five or more positions the department would no longer be subject to the excep- tion and would be required to maintain the office of chief of police. We conclude that a village that had established a police depart- ment without the office of chief of police as of the effective date of chapter 840 of the Laws of 1983 is not required to establish the office of chief of police. The Attorney General renders formal opinions only to off tors and departments of the State government. This perforce is an informal and unofficial expression of views of this office. Requestor: Louis J. Viglotti, Esq., Village Attorney Village of Wappingers Falls j 18 South Avenue ' Wappinge*s Falls, 1Qew York 11.590 Wrieren by: James D. Cole, Assistant Attorney General in Charge of opinions Issued on: November '7, 1990 Opn. No. I 80-74 :.TUNICIPALI•IOMERtTLELAW,§§10(1)(ii)(a)(I2),(I4)and(d;(3);STATUTE OF LOCAL C,OVk.itNT~NTS,§10(6);'I'OWN L.9W, $277. A town planning board may condition-tha approval of proposed subdivisions upon the provlslon of fire hy'rants in accordance with town staxidardx. Yau have asked whether a town planning board is authorized to require fire hydrants as a condition of subdivision approval. j Under section 2T1 of the Town Law, a planning board is author- I, ized to condition the approval of proposed subdivisions upon the 113b -4G 12.31.90 ~ ~ ~ OPINIONS OF THE ATTORNEY GENERAL S 90-74 provision of various facilities. Included is the requirement that streets and highways in the proposed subdivision be of sufficient width and suitable grade and be suitably located to Facilitate fire protection and to provide access of firefighting equipment to build- ings. Also, the land shown on a proposed subdivision must be of such quality so that it can be used safely for building purposes without "peril fi•am fire". Further, under section 277 water mains and fire ~ alarm signal devices are to be installed in accordance with estab- lished standards. In our view, section 277 of the Town Law indiastes a clear purpose to regulate the establishment and laying out of housing subdivisions to protect these developments from the dangers of fire. While we believe that the authority of a planning board to condition subdivi- sion approval upon the provision of fire hydrants is implicit in the above-cited provisions of section 277, a town by local law is author- ized to amend or supersede the provisions of section 277 specifically to authorize the planning board to require fire hydrants as a condition of subdivision approval. Kamhi v Town of Yorktown, 74 NY2d 423 (1989), involved the review of a local law conditioning site plan approval on the provision of parkland or its money equivalent. In a previous decision, the Court of Appeals had found that section 274-a of the'I'own Law, the authority for a town planning board to approve site plans, did not authorize a planning board to condition site plan approval upon the provision of parkland or its money equivalent (1~tegert Apartments Corp. u P.'znning Bd. of Town of Clarkstown, 5713Y2d 206 [1982]). In Kamhi, the Court of Appeals decided that the Town of Yorktown's local law could be authorized under the provisions of Municipal Home Rule Law, §IO(1)(ii)(d)(3), the so-called superses- Sion authority. That section provides that a town may amend or supersede, in its local application, "any provision of the town law relating to the prop- erty, affairs or government of the town or to other matters in relation to which and to the extent to which it is authorized to adapt local laws by this _ section, notwithstanding that such provision is a general law, unless the legislature expressly shall have prohibited the adoption of such a local law". The statute then lists exceptions from the supersession authority, k' none of which were applicable to the local law in issue. The Court _ of Appeals found that when municipalities act within their super- session authority, even local laws that are inconsistent with the Town Law may be valid. The Court noted that local law-making 2139 AG 12-31-9D ;vr _ s I 90-74 OPINIONS OF TSE ATTORNEY GENER~I. power under the supersession authority is subject to the State's transcendent interests where the Legislature has expressly prohib- ited the local law (such as the exceptions in Municipal Home Rule Law, §10[1][ii][d][3]) or where a local law is otherwise preempted by State law. "By thus carving out a narrow, well-demarcated area of purely local concern where towns can within r their iVSunicipal Home Rule Law §10 authority amend and even override provisions of the Town Law in their local applicability, the Legislature has recog- nized that situations may arise where laws of State- - wide application are appropriately tailored by municipalities to fit their own peculiarly focal needs" (Albany Area Builders Assn v Town o f Guilderland, 74 NY2d 372 [1959]). Under tha supersession authority, a town can amend or super- sede aprovision of the Town Law only to the extent to which it is authorized to adopt local laws under section 10 of the Munici- pal Home Rule Law. The Court of Appeals in Kamhi found a source of authority under section 10 for the local law of the Town of Yorktown. The Court found that section 20(1)Eii)(a){12) vests towns with the police power to enact local laws relating to the ~ government, protection, order, conduct, safety, health and well-being ofpersons or property therein. It found that this authorization affords a basis for local land use controls to meet the increasing encroach- ments of urbanization on the quality of life. Also, the Court referred to Municipal Home Rule Law, §10(1)(ii)(a)(14)tyhich permits a town to adopt local laws to exercise the powers granted to it in the Statute of Local Governments. The Statute of Local Governments, §10(6) gives towns power to adopt, amend and repeal zoning regulations. Thus, in Kamhi the Court ofAppeals found that a town, using its supersession authority may enact a local law amending or supersed- ing provisions of the Town Law dealing with zoning and planning. Further, such supersession can be accomplished through use of the police power that has been granted to towns. Thus, it is clear that a town board may amend or supersede section 277 of the Town Law _ to authorize a planning board to condition subdivision approval upon the provision of fire hydrants in accordance with town stan- dards. In your letter, you have referred to (~aleria Associates, L.P. v Planning Board of the Tawn of Cortlandt (Sup Ct, 'Westchester Co, 1990). In issue in Valeria was a condition imposed by the planning board upon cluster subdivision approval that residential fire sprink- ll40 AG 12.31.90 i a I OPINIONS OF THE ATTOfiNF.Y GENERAL I 90-75 ler systems be installed in all buildings. The court reviewed the ( State authority for subdivision cluster development, including sec- tion 277 of the Town Law, and found that there is no explicit delegation of authority to control the development of buildings. Section 277 addresses roadways, parks, storm drains, water mains and other similar infra-structure considerations relating to land use. The provision of fire hydrants is an element of the infra-structure relating to land use and thus is not within the holding of the court in Valeria. We conclude that a town planning board may condition the approval of proposed subdivisions upon the provision of fire hy- drants in accordance with town standards. The Attorney General renders formal opinions only to officers and departments of the State government. This perforce is an informal and unofficial expression of views of this office. Requestor: Paul Schwaztzberg, Esq., Tawn Planning Board Attorney Town of Patterson R.R. 2, Box 3Ui Patterson, New York 12563 i Writfen by: James D. Cole, Assistant Attorney Creneral in Charge of Opinions lsstced on: November 7, 1990 Opn. No. I 90-75 CRIDiTNAL PROCEDURE LAW, §:.IU(26), 2 ~0; EXECUTIVE L.4W, ART 2•B. ~ Auxiliary police officers may direct and control traffic dut-inQ official drills and in connection with such drills may be given the authority to issue simplified traffic informations. 'Y'ou have asked whether a village can authorize its auxiliary police to issue parking tickets. Auxiliary police officers who have been c~<:-~t;nated as peace offi- ~ cers exercise peace officer powers during a period of imminent or ~ actual enemv attack and while combating a natural or man-made disaster (Criminal Procedure Law, §2.10[26]; Executive Law, Art 2-B). Additionally, these officers have the power to direct and 1141 AG 1231.90 ~1 ' w Iz3I-I Copyright ©1989 NFPA, All Rights Reserved NFPA 1231 Standard on Water Supplies for Suburban and Rural Fire Fighting 1989 Edition This edition of NFPA 1231, Standard an Water Supplies for Suburban artd Rural Fin Fighting, was prepared by the Technical Committee on Forest and Rural Fire Protection and ~ ` acted on by the National Fire Protection Association, Inc. at its Annual Meeting held' May 15-18, 1989 in Washington, DC. It was issued by the Standards Council on July 14, 1989, with an effective date of August 7, 1989, and supersedes all previous editions. - The 1989 edition ofthis standard has been approved by the American National Stan-,,. Bards Institute. Origin and Development of NFPA 1231 This text originally was NFPA 25, Recommended Praatitts far Watn Supply Systems for Rural Fire Protul:on, and originally was developed by the Subcommittee on Water Supply - Systems for Rural Fire Protection of the Committee on Rural Fire Protection and Preven- tion. It received tentative adoption in 1969 and was further amended and adopted in May 1969 as NFPA 25. The 1975 edition represented a complete revision of the previous document. This edition underwent a title change to Water Supplies jor Suburban and Rural Fire Fighting and was renumbered NFPA 1231. The 1984 edition represented a complete revision to include both mandatory and advisory material. This 1989 edition is the fourth revision and incorporates some significant changes and additions. 5. 1. 121-2 SUBURBAN AND It UItA i, I>IHht 61GH'rING Technical Committee on Forest and Rural Fire Protection R. L. Bjornaen, Chairman s Fire Managemem Associates Donald G. Perry, Vire Chairman Santa Barbara County Fire Dept., CA James T. Wooten, Vice Chairman DeKalb County Fire Services Mary D. Chamber, Secretary - _ Bernalillo County Fire District 10 Fred G. Allinson, NaU Volunteer Fire Council Roy G. Hatcher, Iowa Conservation Commission Lynn R. Biddison, Chemonics, Fire Tral Louie G. J<kel, Rural/Metro Cocp. John E. Bunting, New Boston Fire Dept., NH Ralph R. Lafferty, MacMillan Bloedel Ltd George R. Cowan,. Wormald GDN Inc John F. Marker, Fortat Service USDA Richard J. Day, California Division of Forestry Paul G. Mason, M&M Protection Consultants ' and Fire Protection Richard E. Montague, Incident Managemem Denais Dubt, Canadian Forestry Service Concepts J. A. Fetter, ISO Commercial Risk Services Inc. Frederick S. Richards, Office of Fire Prev. Donald C. Freyer, Georgia Forestry Commission & Control, NYS Dept. of State - William Goldfeder, Loudon County Dept, of Fire James C. Sorenson, USDA Forest Service & Rtscue Howard L. Vandenall, Lawdon Fire Services, inc. galvator<M. Grasso, Fred S. James & Co. of NY David D. Walireq State Fire Marshal's Offce, CA I^c~ Louis A. Wituman, Scottsdale Fire Dept., AZ Edward T. Grohs, Western Fire Equipment Co. Alternates ` Charles E. Ltmd[elt, North Scar Serv. Area John Vieweger, Ansul Fire Protection. Wormald (Alternate to W. Cold(eder) US Inc. Edward G. Mazurkiewie:, M&M Protection (Alternate to George Cowan) Consultants (Alternate to Paul Masan) Bill Baden, NFPA Staff Liaison Tfiti [it[ repruenlt !be membnthip at the time the Committee mar ba([oted on the text of fhit edition. Since Thal time, cfianga in the membership may Mar attuned. NOTE: Membership on a Committee shall not in and of itself constittue an endorsement oC the Association or any document developed by the Committee on which the member serves. ~i 1994 En9{on =~1 CONTENTS 1231-3 GOIIlenta Chapter 1 Administration ........................................1231- 4 1-1 Scope ......................................................1231- 4 1-2 Purpose ....................................................1231- 4 1-3 General ....................................................1231- 4 1-4 Defini[ions ..................................................1231- 4 Chapter 2 Structure Surveys .....................................1231- 5 2-1 General ....................................................1231- 5 Chapter 3 Classification of Occupancy Hazard .....................1231- 6 3-1 General ...........:........................................1231- 6 3-2 Occupancy Hazard Classification Number ......................1231- 6 .Chapter 4 Classiflication of Construction ..........................1231- 7 4-1 General ....................................................1231- 7 4-2 Construction Classification Number ............................1231- 8 _ Chapter 5 Determining Minimum Water Supplies ..................1231- 8 5-1 General .....................................................1231- 8 5-2 Single Structures without Exposure Hazards .:...................1231- 8 5-3 Single Structures with Exposure Hazards .......................1231- 8 5-4 Multiple Structures - Single Water Point without Exposure Hazards ...........................................1231- 8 5-5 Multiple Structures - Single Water Point with Exposure Hazards ...........................................1231- 9 5-6 Special Fire Protection Problems ...............................1231- 9 5-7 Structures with Automatic Sprinkler Protection ..................1231- 9 5-8 Structures with Other Automatic Fite Suppression Systems ........1231- 9 5-9 Precalculated Water Supply ...................................1231- 9 Chapter 6 Water Supply .........................................1231-12 6-1 Water Supply for Fire Fighting ................................1231-12 6-2 Water Supply Transfer .......................................1231-12 6-3 Minimum Water Supply ......................................1231-]2 6-4 Accessibility .................................:..............1231-12 6-5 Identification ................................................1231-12 Chapter 7 Reports and Records ...................................1231-12 7-1 Plans for New Construction and Additions ......................1231-12 7-2 Requirements for the Fire Department .........................1231-12 7-3 Requirements for Property Owners or Occupants ................1231-12 7-4 Smoke Detector ........................:....................1231-13 7-5 Changes in Automatic Sprinkler Protection ......................1231-13 7-6 Retention of Reports .........................................1231-13 Chapter 8 Referenced Publications ................................1231-13 APPendix A ......................................................1231-13 Appendix B Water Supply .......................................1231-16 ' APPendix C Water Hauling..., ..................................1231-29 Appendix D Large Diameter Hose........ ........................1231-40 Appendu E Portable Pumps .....................................1231-45 Appendix F Automatic Sprinkler Protection .......................1231-48 Appendix G Secondary Water Supply ......................:......1231-49 Appendix H Referenced Publications .............................1231-53 ~ . Index ...........................................................1231-54 1888 Etllaon 1231-4 SUBURBAN AND RURAL FIRE FIGn'rING NFPA 1231 1-3.2 Aldwugh the water requirements developed by this standard are performance oriented, it must be emphasized Standard on Water Supplies for that they are minimum in scope. The water available to the Fire department, which may come from single or mul- Suburban and Rural Fire Fighting tiple water points, must be delivered to the fire scene. The authority havingjurisdiction may determine that additional water supplies are warranted. Appendix G contains secon- 1989 Edition dory water supply requirements useful when the author- ity having jurisdiction determines additional water supplies are desirable. 1-3.3 Fire apparatus and associated equipment are im- NOTICE: An asterisk following the number or letter portant components of the water transport process. Many designating a paragraph indicates explanatory material on that paragraph in Appendix A. alternative approaches to fulfilling this process are provided Information on referenced publications can be found in Chap- to Appendice3 C, D, and E. ter g and Appendix H. Apparatus shall meet the requirements outlined in NFPA 1901, Standard an Aatomotiae Fire A(tparalru, and other ap- plicable NFPA standards. Chapter 1 Administration 1-3.4 Fire control and extinguishment is probable only when a prompt alarm notification initiates an immediate 1-1' Scope. This standard identifies minimum require- response, which in return results in effective agent appli- ments for water supplies for fire fighting purposes in rural cation confining the fire to the area or origin. and suburban areas in which adequate and reliable water 1-3.5 The effectiveness and reliability of fixed fire pro- supply systems for fire fighting purposes do not exist. tection systems is a documented fact. Strong consideration 1-2 Putpoae. This standard specifies minimum require- shall be given to installation of sprinkler systems as out- ments Cor water supply Cor fire fighting purposes to pro- Imed in NFPA 13, Standard for the Inslallaliorz of Sprinkler tect property from fire in areas where water must be trans- Systems, and NFPA 13D, Standard for the Installation of ported from a river, lake, canal, bay, stream, fond, well, ~ me ter Systems in One- and Two-Family Dwellings and Mobile cistern, or other similar source of water that is available , as suction supply for fire department use. Water obtained 1-4 Definitions. by methods outlined in this standard may be used to sup- plement water for fire fighting available from hydrants on Adequate and Reliable Water Supply. A supply that a traditional municipal-type distribution system. Likewise, is sufficient every day of the year to control and extinguish a hydrant served by a water distribution system may be anticiQated fires in the municipality, particular building, the source of supply for water that is transported to the or budding group served by the water supply. rural Sre area. It is the intent of this standard to provide and maintain Approved. Acceptable to the "authority having minimum water supplies for fire fighting purposes through jurisdiction." the establishment of a cooperative working arrangement NOTE: The National Fire Protection Association does not ap- among the authority having jurisdiction, the fire depart- prove, inspect or certify any inatallaliona, procedures, equipment, tnent having jUFISdICtion, and the property owners in the or materials nor does tt approve or evaluate testing laboratories. In determining llie acce [ability of installations or procedures. jurisdiction. equipment or materials, t e authority havingjurisdiction may base This standard provides minimum requirements and acceptance on compliance with NFPA or other appropriate stan- nothingherein shall be interpreted to mean that the author- lards. ut the absence of such nandarda, said authority may re- quire evidence of proper installation, procedure or use. The it havin urisdietion cannot exceed any or all of these Y g j authority havingjurisdiction may also refer to the listings or labeling requirements where, in the judgment of Such authority hav- 'practices of an organization concerned with product evaluations ing jurisdiction, additional protection la warranted. which is in a position to determine compliance with appropriate This standard is restricted to identifying minimum re- standards for the current production of listed items. quirements for water supplies for fire fighting purposes. Authority Having Jurisdiction. 1-he "authority hav- Much information has been added to the appendix of this ing jurisdiction" is the organization, office or individual standard concerning rural water supplies, hauling of water, responsible for "approving" equipment, an installation or transporting water through large diameter hose, portable a procedure. pumping equipment, and automatic sprinkler protection, any or all of which may comprise a rural "water system." NOTE: 'the phrase "authority havingjurisdiction" is used in NFPA documents in a broad manner since jurisdictions and "ap- 1-3 General. proval" agencies vary as do their responsibilities. Where public safety is primary, the "authority having jurisdittion" may be a 1-3.1 The requirements of Chapters 5 and 6 of this Stan- federal, state, local or other regional department or individual such lard are pperformance oriented and allow the authority hav- as a fire chief, lire marshal, chief of a fire prevention bureau, labor ingjtlrisdiction the option t0 specify how these water sup- department, health department, building official, electrical inspec- lies are made available, [hereb ivin consideration to tor, nr others having statnrory anthoriry. For insurance purposes, P Y g g an insurance inspection depaHment, rating bureau, or other im IOCaI CondldOns and need. surance company representative may be the "authority having 19a9 Etllaon STRUCTURE SURVEYS 1231-5 jurisdiction." In many circumstances the properly owner or his and above domestic consumption, a minimum flow of Za0 designated agent assumes the role of the "authority having jurisdic- gpm (946 L/min) and 20 psi (139 kPa) residual pressure tion"; at government installations, the commanding orccer or {or a two-]lour duration. departmental official may be the "authority havingjurisdiction." Automatic Aid. A plan developed between two or Mutual Aid. A plan developed between two or nnn~h more fire departments for immediate joint response on first departments to render assistance to the parties of the al;n~r- alarms. meat. Often the request for such aid to be rendered con ~%~.e only after an initial response has been made and the lirr Building. Any structure erected for the support, scene status has been determined. shelter, or enclosure of persons, animals, or property of any kind. Normal Living Area -Dwelling. This area shall in- clude typical rooms, such as living room, dining ail ;t. Construction Classification Number. A series of parlor, kitchen, bath, bedroom, halls, library, music ro~~m. numbers from 0.50 through 1.50 that are mathematical fac- family room, laundry room, etc., and includes any oilrer tors used in a formula to determine total water supply re- areas that are normally heated or cooled plus attic- quirements of this standard only. basement provisions, enclosed parking (garage), and storage areas. Exposure Hazard. A structure within 50 ft (15.2 m) of another building and 100 sq ft (9.3 mz) or larger in area. Occupancy Hazard Classification Number. A serit~s If a structure is of occupancy hazard classification nom- of numbers from 3 through 7 that are mathematical lim- ber 3 or 4, it is considered an exposure hazard if within tors used in a formula to determine total water supply re- 50 ft (15.2 m) of another building, regardless of size. quirements of this standard only. Fire Department Having Jurisdiction. The fire Protected Property. Property protected by a w;tter deparunent serving the municipality, or any portion of the supply that is minimally adequate in volume and duru~ion municipality, governed by the authority having jurisdic- and by a fire department capable of using the water sn h- tion. The authority havingjurisdiction and the fire depart- ply to suppress a possible fire within the property. meat having jurisdiction may be the same agency. Secondary (Design) Water Supply. The estimai~rl Labeled. Equipment or materials to which has been rate of Oow (expressed in gpm for a prescribed time perm nl) attached a label, symbol or other identifying mark of an that is considered necessary to control a major fire in a organization acceptable to the "authority havingjurisdic- building or structure. tion" and concerned with product evaluation, that main- rains periodic inspection of production of labeled equip- Shall. Indicates a mandatory requirement. meat or materials and by whose labeling the manufacturer indicates compliance with appropriate standards or per- Should. Indicates a recommendation or that whil~lt is formance in a specified manner. advised but not required. ~ • Large Diameter Hose. Fire department hose having Single Water Point. The point or site at which water an inside diameter of 3',~ in. (89 mm) or larger. supply, such as a pumper with portable folding tank or dry hydrant, etc., may be located to protect a cluster of Listed. Equipment or materials included in a list pub- buildings, such as a subdivision or an estate. fished by an organization acceptable to the "authority hav- ~ • ingjurisdiction" and concerned with product evaluation, Water Supply Officer. The fire department ol'liecr that maintains periodic inspection of production of listed responsible for providing water for fire fighting purposes. equipment or materials and whose listing states either that the equipment or material meets appropriate standards or has been tested and found suitable for use in a specified manner. Chapter 2 Structure Surveys NOTE: The means for identifying listed equipment may vary ~ ~ ' for each organization Concerned with product evaluation, some of which do not recognize equipment as listed unless it is also la- Q-1 General. beled. The "authority havingjurisdiction" should utilize the system ~ etnplnyed by d,e Gsm,g organization to identity a listed pmdnet. 2-1.1 The fire department havingjurisdiction shall per- form an on-site survey of all buildings, indudingtyp~~ of Minimum Requirements for Water Supply. The construction, occupancies, and exposures, within the algdi- smallest quantity of water supply suggested for any degree cable jurisdiction to obtain the information needed to ann- - of fire control. In some 5res this supply may be suitable pule the minimum water supplies required. At the time for protecting exposures only. of the on-site survey, a record shall be prepared of avaiLtblc water supplies. This information is to be utilized for prrlire Municipality. A town, city, county, fire district, or planning purposes as well as by the water supply offiler. community having powers of local self-government. 2-1.2 Areas specified in 5-2.1, 5-3.1, and 5-4.1 mad be Municipal-Type Water System. A system having surveyed as an area to determine square footage or aibic _ water pipe serving hydrants and designed to furnish, over footage and square meters or cubic meters of each st roc 19a9 Enition 1251-6 SUBURBAN AND RURAL FIRE FIGHTING ture and distance to structural exposure hazards, but with- Explosives and Pyrotechnics Manufacturing and Storage out a. survey of contents. Feed and Grist Mills 2-1.3 These surveys may be combined with fire preven- Grain Elevators and Warehouses tion or prefire planning inspections. Linseed Oil Mills Lumberyards Oil Refineries Chapter 3 Classification of Occupancy Hazard Plastics Manufacturing and Storage Saw Mills ' Solvent Extracting 3-1 General. Straw or Hay in Bales 3-1.1 The fire department having jurisdiction, upon Varnish and Paint Manufacturing completing the survey specified in Chapter 2, shall deter- mine the occupancy hazard classification number from the 3-2.4 Occupancy Hazard Classification Number 4. sections of this chapter. 3-2.4.1 Occupancies in this classification are considered 3-1.2 Occupancy hazard classification numbers shall not HIGH HAZARD OCCUPANCIES, where quantity and be assigned to any structure not surveyed as specified in combustibility of contents are high. Fires in these occupan- Chapter 2. ties can be expected to develop rapidly and havehigh rates of heat release. 3-1.3 An occupancy hazard classification number shall 3-2.4.2 When an exposing structure is of occupancy not be assigned to any building when such building is pro- hazard classification number 4, it is considered an exposure tected by an automatic sprinkler system installed in actor- hazard if within 50 ft (15.2 m), regardless of size. dance with applicable NFPA standards. 3-2.4.3 Occupancy hazard classification number 4 8x- 3-1.4' Storage of products potentially hazardous from amples include: the standpoint of increased Sre volume or of those having Barns and Stables commercial an explosive nature exists at many rural locations, and such ( ) , products may be in sufficient quantities to increase the oc- Building Materials cupancy hazard classification number of the building.. Department Stores 3-2' Occupancy Hazatd Classification Number. Exhibition Halls, Auditoriums, and Theaters 3-2.1 The occupancies listed in each section are only ex- Feed Stores (without processing) amples of types of occupancies for the particular clasaifica- Freight Terminals tion, and these lists of examples shall not be interpreted Mercantiles as being exclusive. Similar occupancies shall be assigned paper and Pulp Mills the same occupancy hazard classification number. ~ paper Processing Plants 3-2.2 Where more than one occupancy is present in a .Piers and Wharves structure, the occupancy hazard classification number for Repair Garages the most hazardous occupancy shall be used for the entire Rubber Products -Manufacturing and Storage structure. Warehouses, such.as: 3-2.3 Occupancy Hazard Classification Number 3. paper 3-2.3.1 Occupancies in this classification are considered furniture SEVERE HAZARD OCCUPANCIES, where quantity paint and combustibility of contents are very high. Fires in these department store occupancies can be expected to develop very rapidly and have high fates of heat release. (See 5-5.1.) general storage whiskey 3-2.3.2 When an exposing structure is of occupany Woodworking Industries hazard classification number 3, it is considered an exposure hazard if within .`i0 ft (15.2 m), regardless of size. 3-2.5 Occupancy Hazard Classification Number 5. 3-2.3.3 Occupancy hazard classification number 3 ex- 3-2.5.1 Occupancies in this classification are considered amples include: MODERATE HAZARD OCCUPANCIES, where quan- tity and combustibility of contents are moderate and stock- Aircraft Hangars piles of combustibles do not exceed 12 ft (3.7 m) in height. Cereal or Flour Mills Fires in these occupancies can be expected to develop Chemical Works and Plants quickly and have moderately high ratesof heat release. Cotton Picker and Opening Operations 3-2.5.2 Occupancy hazard classification number 5 ex- . Distilleries amples include: 1889 Etlitlon 't , CLASSIFICATION OF CONSTRUCTION 1231 7 Amusement Occupancies Gasoline Service Stations - Clothing Manufacturing Plants Glass and Glass Products Manufacturing Plants Cold Stora a Warehouses g Municipal Buildings Confectionery Product Warehouses Post Offices Farm Storage Buildings, such as: Slaughterhouses dairy barns Telephone Exchanges , equipment sheds Undertaking Establishments f. corn cribs Watch and Jewelry Manufacturing Plants Hatcheries ~ Wineries Laundries Leather Goods Manufacturing Plants 3-2.7 Occupancy Hazard Classification Number 7. Libraries (with large stock room areas) 3-2.7.1 Occupancies in this classification are considered Lithography Shops LIGHT' HAZARD OCCUPANCIES, where quantity mul combustibility of contents are low. Fires in these occupan- Machine Shops cies can be expected to develop at a relatively low rate and Metalworking Shops have relatively low rates of heat release, Nurseries (plant} 3-2.7.2 Occupancy hazard classification number 7 co Pharmaceutical Manufacturing Plants amples include: , Printing and Publishing Plants Apartments Restaurants Colleges and Universities Rope and Twine Manufacturing Plants Dormitories Sugar Refineries Dwellings Tanneries Fire Stations Textile Manufacturing Plants Fraternity or Sorority Houses Tobacco Barns ~ Hospitals ' Unoccupied Buildings Hotels and Motels Libraries (except large stock room areas) 3-2.6 Occupancy Hazard Classification Number 6. Museums 3-2.6.1 Occupancies in this classification are considered Nursing and Convalescent Homes LOW HAZARD OCCUPANCIES, where quantity and Offices (including data processing) combustibility of contents are moderate and stockpiles of combustibles do"not exceed 8 ft (2.44 m) in height. Fires Police Stations in these occupancies can be expected to develop at a mod- Prisons erate rate and have moderate rates of heat release. - Schools 3-2.6.2 Occupancy hazard classification number 6 ex- ~ " amples include: Armories Automobile Parking Garages Bakeries Chapter 4 Classification of Construction Barber or Beauty Shops Beverage Manufacturing Plants - 4d General. " Boiler Houses 4-1.1 The fire department having jurisdiction, upon Breweries completing the survey specified in Chapter 2, shall den~r- $rick, Tile, and Clay Product Manufacturing Plants mine the construction classification number from the sec- . bons of this chapter. Canneries Cement Plants 4-1.2 For the purpose of this standard, each building Churches surveyed shall be classified as [o type of construction and Dairy Products Manufacturing and Processing shall he assigned a construction classification number. However, no dwelling shall be assigned a construct~~m Doctors' Offices classification number higher than L0. Electronics Plants Foundries 4-1.3 Construction classification numbers shall not be assigned to any structure not surveyed as specified in Fur Processing Plants Chapter 2. 1999 EAition 1231-8 SUBURBAN AND RUIUL FIRE FIGHTING 4-1.4 Where more than one type of construction is pres- water supplies developed by this standard are minimum ent in a structure, the higher construction classification and in many cases may be suitable for exposure protec- number shall be used for the entire structure. [ion only, the authority having jurisdiction shall review the calculations to see that the flows are available to meet the 4-1.5 When a building is located within 50 ft (15.2 m) needs indicated by [he preplans. of the surveyed building and is 100 sq ft (9.3 m') or greater in total area, the building is treated as an exposure with 5-2 Single Structures without Exposure Hazards. the water requirement calculated by the standard multi- 5-2.1 * For single structures with no portion of any unat- plied by 1.5, [ached structural exposure hazard within 50 ft (15.2 m), 4-2* Construction Classification Number. unless it is smaller than ]00 sq ft (9.3 m'), the minimum water supply, in gallons, shall be determined by the total 4-2.1 The construction classifications listed in this Stan- cubic footage of the structure including any attached struc- dazd have been simplified for quick use. When a more com- lures, divided by the occupancy hazard classification num- plete definition is needed, refer [o NFPA 220, Standard on ber, determined from Chapter 3, and-multiplied by the Tyfies of Building Construction, or the local building code. construction classification number, as determined from Chapter 4, or see Table 5-9.1(a). 4-2.2 Type I (Fire-Resistive) Construction -Con- atruetion Classification Number 0.5. A building con- MINIMUM WATER SUPPLY e Total Cu F[ o(Suucmre _ Occupancy Hazard Classification structed of noncombustible materials (reinforced concrete, brick, atone, etc., and having any metal members prop- x Constmction Classification No. erly "fireproofed") with major structural members de- signed to withstand collapse and to prevent the spread of 5-2.1.1 The minimum water supply required for any fire. structure, without exposure hazards, shall not be leas than 2,000 gal (7570 L). [See Table 5-9.1(b).) 4-2.3 Types II and 1V (Noncombustible) and Heavy Timber Construction -Construction Classification 5-2.1.2 The minimum water supply, as determined &tr Number 0.75. A building having all structural members any structure specified in 5-2.1 and 5-2.1.1, shall be avail- (including walls, Ooors, and roofs) of noncombustible able on the Sreground at, and the fire department shall materials and not qualifying as fire-resistive construction. be capable of utilizing the total water supply at, the rates Also, heavy timber construction in which walls are specified in Table 5-9.1(c). masonry, columns are 0-in. wood supports, floors are 3-in. tongue and grooved plank, and roof decks are 2-in. tongue 5-3 Single Structures with Exposure Hazazds. and grooved plank. All wood beams and girders are 6 in. 5-3.1" For all single structures with unattached struc- wide and 10 in. deep. [oral exposure hazard closer than 50 ft (15.2 m) to any por- tion of [he dwelling and larger than 100 sq ft (9.3 ms), the 4-2.4* Type III (Ordinary) Construction - Construe- minimum water supply, in gallons, shall be determined by lion Classification Number 1.0. Any structure having the total cubic footage of the structure, including any at- exterior walls of masonry or other noncombustible ma- tacked structures, divided by the occupancy hazard clas- terial, in which the other structural members are wholly sification number determined from Chapter 3, multiplied or partly of wood or other combustible material, by the construction classification number as determined by Chapter 4 and multiplied by 1.5. [See Table 5-9.1(a).] 4-2.5" Type V (Wood Frame) Construction - Con- struction Classification Number 1.50. Any structure Total Cu F[ of Stracmre in which the structural members are wholly or partly of MINIMUM WATER SUPPLY - Occupancy Hazard Classification wood or other combustible material and the construction does not qualify as ordinary construction. x Construction Classification No. x 1.5 When a dwelling is classified as wood frame construc- tion (that is, having structural members wholly or partly 5-3.1.1 The minimum water supply required for a single of wood or other combustible material), assign a construe- structure with exposure hazards specrfied in 5-3.1 shall not lion classification number of 1.0. be less than 3,000 gal (11 355 L). [See Table 5-9.1(b).] 5-3.1.2 The minimum water supply, as determined for any structure specified in 5-3.1 and 5-3.1.1, shall be avail- able on the fireground at, and the fire department shall Chapter 5 Determining Minimum Water Supplies 6e capable of utilizing the minimum water supply a[, [he rates specified in Table 5-9.](c). 5-1 General. 5-4 Multiple Structures -Single Water Point without 5-1.1 The fire department having jurisdiction for struc- Exposure Hazards. rural surveys specified in Chapter 2, after completing the 5-4.1* For all multiple structures with no portion of any survey and determining the construction classification unattached structural exposure hazard within 5011(15.2 m) number and the occupancy hazard classification number, unless it is smaller than 100 sq ft (9.3 m'), the minimum shall compute the minimum water supply, in gallons water supply, in gallons, shall be determined by the total (liters), needed for the structure in its authority. As xhe cubic footage of the structure, includingany attached struc- 1989 Edltlon -t DETERMINING MINIMUM WATER SUPPLIES 1231-'l [ores, divided by the occupancy hazard classification nom- 13D, Standard for the Ircrtallation of Sprinkler Systems in Om•- ber as determined from Chapter 4, or see Table 5-9.1(a). and Two-Family Dwellings and Mobile Homts, the fire depart- Where structures are close enough together that they men[ having jurisdiction may waive any requirement for may be served from a single water point, the water supply additional water supply required by this standard. (See Ap- shall be computed from the structure having the largest pendix F.) minimum water supply requirement. 5-7.1.1" The water supply for automatic sprinkler sy1- 5-4.1.1 The minimum water supply required for multi- toms referred to in SJ.1 contemplates the use of outside ple structures specified in 5-4.1 shall not be less than 3,000 hose lines; therefore, this water supply shall be available gal (11 355 L). [See Table 5-9.1(b).] to the fire department outside the structure for manual fire fighting purposes. 5-4.1.2 The minimum water supply as determined for any structure specified in 5-4.1 and 5-4.1.1 shall be avail- 5-7.1.2 Automatic sprinkler systems referred to in 5-7. ] able on the fireground at, and the fire department shall and meeting the requirements of NFPA 13, Standard for tl+e be capable of utilizing the minimum water supply at, the Installation of Sprink[n Systems, shall, in al] cases, be provided rate specified in Table 5-9.1(c). with a fire department connection as described in NFPA 13, Section 2J. ~J Tota! Cu Ft of Structure MINIMUM WATER SUPPLY - Occupancy Hazard Classification 5-7.2 For a structure protected by an automatic sprinkler system that does not fully meet the requirements of NFPA x Construction Classification No. 13, Standard for the Installation of Sprinkler Systems, and NFPA 13D, Standard for the Installation of Sprinkler Systems in One- 5-5 Multiple Structures -Single Water Point with Ex- and Two-Family Dwellings and Mobile Hames, the fire depara posure Hazards. men[ having jurisdiction may reduce the minimum water 5-5.1" For all multiple structures with unattached strut- supply required by this standard, for fire fighting purposes, rural exposure hazards within 50 ft (15.2 m) to any por- in Section 5-2, 5-3, 5-4, or 5-5, whichever is applicable. lion of the structure and larger than 100 sq ft (9.3 m°}, the total water supply, in gallons, shall be determined by 5-8 Structures with Other Automatic Fire Suppression the cubic Cootage of the structure, including any attached Systems. structures, divided by the occupancy hazard classification 5-8.1" For any structure fully or partially protected I>y number, as determined from Chapter 3, multiplied by the an automatic fire suppression system other than specified construction classification number, as determined from in 5-6.1, the fire department havingjurisdiction shall deu•r- Chapter 4, and multiplied by ].5, or see Table 5-9.1{a). mine the minimum water supply required for fire fightingq Total Cu Ft of Structure purposes. MINIMUM WATER SUPPLY Occupancy Hazard Classification 5-9 Precalculated Water Supply. Construction Classification No. x ].5 5-9.1 The following tables are included as a quick method for determining the water requirements suggested by [Iris 5-5.1.1 The minimum water supply required for multi- standard for structures without exposures. For structwes ple structures specified in 5-5.1 shall not be less than 3,000 with exposures, multiply the water requirements developed gal (11 355 L). [See Table 5-9.1(b).] by the "quick method" tables by 1.5. 5-5.1.2 The minimum water supply, as determined for An example of the use of the tables: any structure specified in 5-5.1 and 5-5.1.1 shall be avail- A farm storage building housing a dairy barn (occupancy able on the fireground at, and the fire department shall hazard classification number 4), constructed of ordinary be capable of utilizing the minimum water supply at, the construction (construction classification number 1.0) wish rate specified in Table 5-9.1(c). a cubic area of 160,000 cu ft (4480 ms) will produce, I>y the tables, a water requirement of 40,000 gal (151 400 1.). 5-6 Special Fire Protection Problems. 5-6.1" This standard is not intended to provide details for calculating an adequate amount of water for large special fire protection problems such as bulk flammable liquid storage, bulk Oammable gas storage, large varnish and paint factories, some plastics manufacturing and stor- age, aircraft hangars, distilleries, refineries, lumberyards, grain elevators, large chemical plants, coal mines, tunnels, subterranean structures, and warehouses using high pack storage for Ilammables or pressurized aerosols. For sug- gested protection, consult appropriate NFPA standards. 5-7 Structures with Automatic Sprinkler Protection. 5-7.1" For any structure protected by an automatic sprinkler system that fully meets the requirements of NFPA 13, Standardfor the Installation oJSprinkla Systems, and NFPA 1988 Editlon S m ~ v w s 0 Table 5-91(a) Preralculated Minimum Water 9uppliea by Oceupanry Haaaz'd and Conatrnction ClaasificaHon (no expoanzes) Omu ancy Hazard Class. g 4 5 COnatmctlon Class. .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 .75 I.0 1.5 Cubic Feet Gallons Gallons Gallons Callaru Gallons 8,000 4,000 4,667 4.000 4,000 3,000 4,400 4,000 14,000 Y, 000 3,000 4.000 6,000 Y.P50 5,000 4,500 4,400 3,600 4,000 3,000 4,571 16,000 P, 667 4,000 5.335 8,000 4,000 3.000 4,000 6,000 4,900 5,400 4,800 4,000 4,667 4,000 Y,Y% 3,449 40.000 9,333 5.000 6,667 10,000 4,500 3,750 5.000 7,500 4,000 3,000 4,000 6,000 4,500 3,%5 5,000 4,149 4,857 4,486 44,000 4,000 6.000 8,000 14,000 3,000 4,500 fi.000 9.000 4,400 5,600 4,800 7,400 4,000 3,000 4,000 6,000 4,571 3,449 5,145 48,000 4,667 7,000 9,339 14,000 5,500 S,Y50 7,000.10,500 4,800 4,400 5,600 8,900 4,333 3,500 4,667 7,000 4,000 3,000 4,000 6,000 34.000 5.399 8,000 10.667 16.000 4,000 6,000 8,000 14,000 3,400 4,600 fi,900 9,600 4,667 4,000 5,333 8,000 4,486 3,449 4,571 6,%7 %.000 6.000 9,000 IP.OOD 18,000 4,500 6.750 9,000 13,500 3,600 5.400 7,400 10,800 3,000 4,500 6,000 9,000 Y,57Y 3,857 5,145 7,714 - C 40.000 6.667 10,000 iS,%3 40,000 5,000 7,500 10,000 15,000 4,000 6,000 8,000 14,000 3,9% 5,000 6,667 10,000 4,957 4,486 5,774 8,571 l9 44.000 7,%9 11,000 14,667 ffi,000 5,500 8.450 11,000 16,500 4,900 6,600 8,800 13,400 9,667 5,500 7,333 II,000 3.143 4,714 6,486 9,449 C 48.000 8.000 14,000 16,000 44,000 6,000 9.000 14,000 18.000 4,800 7,400 9,600 14,400 4,000 6,000 8,000 14,000 9,449 5,143 6,857 10,486 i 54,000 8,667 13,000 17;335 46,000 6.500 9.750 73,000 19,500 5,400 7,800 10,400 15,600 4,335 6,500 8,667 13,000 3,715 5,571 7,449 11,145 Z 56,000 9,333 14,000 18,667 48,000 7,000 10,500 14,000 41,000 5,600 8,400. II,Y00 16.800 4,667 7,000 9,333 14,000 4,000 6.000 8,000 14,000 y 60.000 10,000 15.000 40,000 %,000 7.500 11,450 15,000 ffi.500 6,000 9,000 14,000 18,000 5,000 7,500 10,000 15,000 4,486 6.449 8,571 14,857 C 64.000 10,fi67 16,000 Y1,33S 54.000 8,000 14,000 16.000 44,000 6,900 9.600 14,800 19,400 5,333 8,000 10,667 16,000 4,57E 6,867 9,143 13,714 A 68,000 71,353 17,000 44,667 !4,000 8,500 14,750 17,000 8,500 6,800 IO.POD 19,600 40,400 5,667 6,50D 1t,33S 17,000 4,857 7,486 9.714 14,571 C 74.000 14,000 18,000 44,000 %,000 9.000 13.500 18,000 E7,OOD 7,400 10,800 14,400 41,600 6,000 9,000 IY,000 18,000 5,143 7,714 IO,E% I5,4P9 76.000 14,667 19.000 45,333 %,000 9.500 14,450 19,000 46,500 7.600 11,400 15,&10 ffi,800 6,335 9.500 14,667 19.000 5,449 8,143 10,857 16,4% P 80.000 13,353 40,000 Y6,%7 40,000 10,000 15,OOD 40,000 90,000 8,000 14,000 16,000 PA.000 6,fifi7 10,000 13,353 40,000- 5,715 8,571 11,449 17,143 84.000 14,000 41,000 48,000 44,000 10,500 15,750 41,000 31,500 8,400 14,600 16,800 8,400 7,000 10.500 14,000 41,OOD 6;000 9,000 14,000 18,000 88.000 74,%7 ffi,000 49,333 M.000 11,000 16.500 ffi,000 %,000 8,600 13,400 17,600 86,400 7,933 11,000 14,667 44,000 6;486 9.449 ]4,571 18,857 m 94.000 I5.S% 43,000 %.667 46.000. 11,500 17,450 43,000 99,500 9.400 13,800 18,900 47,600 7,667 11,500 15,3% 8,000 6,57E 9,857 13.195 19,714 n %.000 16.000 44,000 94,000 48,000 14,000 18,000 44,000 %,000 9.600 14,400 19,400 48,&10 8,000 14,000 16,000 44,000 6,857 10,486 ]3,714 40,571 5 100,000 16.667 45,000 99.353 50,000 14,500 18,750 45.000 37.500 10,000 15,000 40,000 %,000 8,3% 14,500 16,667 45,000 7,145 10,714 14,486 41.989 104,000 17,3% 46,000 39,667 SY,000 13.000 19,500 46.000 %,000 10,900 15,600 40.800 31,400 8,%7 13.000 17,353 %,000 7,449 11,14! 14,857 ffi,Y% z 108,000 18,000 47,000 %,000 54,000 13,500 40,450 47,000 40,500 10,800 16,400 41,600 34,900 9,000 IS,500 78,000 47,000 7,715 II,571 15,449 8,143 P - 114,000 18.667 48,000 37,335 %.000 14,000 41,000 48,000 44,000 11.400 16,800'-ffi,400 33,600 9,939 14,000 18,667 46,000 8,000 14,000 16,000 44,000 116,000 19.333 49,000 %,667 58,000 14,500 41,750 49,000 45.500 11,600 17,400 8,4011 34,800 9.fi67 14,500 19,733 49,000 8.486 14,449 16,571 44,857 - IY0,000 - 40.000 %.000 40.000 W,000 15.000 ffi.SOD %,000 45,000 14,000 18.000 21.000 %.000 10,000 15,000 40,000 %,000 8,574-IY,857 17,193 45,714 144,000 40,667 31,000 41,333 6Y,OOD 15.500 8.450 91,000 96,500 14.400 18,600 44.800 37,200 10,935 15,500 ~I,%7 51,000 8,857 13,486 17,714 46,571 148,000 YI,%3 34,000 44,667 61,000 16.000 44,000 94,000 48,000 14.800 19,400 8.fi00 %,400 10,667 16,000 41,333 34.000 9,143 13,714 18,486 E7,4M 154.000 ffi.000 35,000 M.000 66,000 16,500 44,750 33.000 49.500 19,400 19,800 46,400 39,600 11,000 16,500 ffi,000 33,000 9,449 14,149 18,857 Y8,Y86 1%,000 ffi,667 54,000 45,%S 68,000 17,000 45,500 54,000 51,000 13,600 40,900 47,400 40,800 11,%3 17,000 44,667 34,000 9,715 14,571 19,449 49,143 140,000 8,533 %,000 46,667 70,000 17,500 %.450 %,000 54,500 14,000 41,000 48,000 44,000 11,%7 17,500 99,9% %,000 70,000 15,000 40,000 %,000 1M,000 44,000 %.000 48,000 74,000 18.000 47,000 %,000 54,000 19,400 41,600 48,800 45.400 IY,000 18,000 44,000 %,000 10,486 15,449 40,571 %,857 148,000 Y4,%7 37,000 49.%3 74,000 18,500 87,750 37.000 55,500 14,800 ffi,Y00 49,600 44,400 14,933 18,500 44,667 31,000 10,57E 15,857 Yl, I4S 31,714 154,800 8,353 %,000 50,667 76,080 19.000 48.500 %.000 57,000 I5,Y00 ffi.800 30,400 45,600 IE,%7 19,000 45,335 %,000 10,857 16,486 41,714 34,571 1%,000 $;000 39,000 54.000 78.000 19.500 49.80 39,000 58,500 15.600 49,400 31,400 46,800 19,000 19,500 $,000 59,000 11,145 16,214_ffi,P86 33,449 160,000 E6,%7 40,000 59,333 80,000 40,000 %,000 40,000 60,000 16.000 44,000 34,000 48,000 13,%3 8,000 46,%7 90,000 11,449 37,143 ffi,857 34,486 Nate: For swctum with espasures, multiply mulu by 1.5 for warn supply rcquiremenu. - ' SI uniu: 1 gal = 9.785 L; 1 av II = O.OP83 m' - - I ~ . . Table 5-9.1(a) Continued Occu ancv' 9 4 5 6 7 Construction' .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 .75 1.0 1.5 .5 '.75 1.0 1.5 Cubic Feet Gallons Gallons Gallons Gallons Ca[l°ns 175.000 49,167 43,750 58,333 87.500 P1, 875 9P, 813 49,750 65,645 17.500 46,250 35,000 SY,500 14,583 PI, 875 P9,1fi7 43.750 1P, 500 18.750 45,000 37.500 200.000 93,933 50,000 fifi,667 100.000 45.000 97,500 50.000 75.000 40,000 30,000 40,000 60.000 16,667 25,000 33.933 50,000 14,486 41,429 48.571 44.857 245,000 3],500 56,450 75,000 114,500 Y8, 125 44,188 56,450 84.975 YY,500 33.750 45,000 67.500 18,750 28.125 37,500 56,450 16,071 P4,I07 94,149 48.414 450,000 41.66] 64,500 89.333 145,000 31.450 46,875 64.500 93.750 45,000 3],500 50,00!1 75.000 P0, 833 31,450 41,667 64,500 17,857 46,]86 35,714 53,571 475.000 45.833 68.750 91.667 197,500 34.375 51.563 68.750 103.125 47,500 41,450 55.000 8P, 500 44,917 34,975 45,833 68,750 19,699 49.469 39,486 58,949 900.000 50.000 ]5.000 100.000 150,0110 37,500 56.250 75,000 114,500 90.000 45.000 60,000 90.000 45,000 37.500 50,000 75.000 Y1.4P9 34,143 44,957 64.286 345,000 '54,167 81,450 108,333 164,500 40.645 60,938 81,250 141,875 92.500 48,750 65,000 97,500 47,083 90.625 54,167 B1.P50 43,214 34,841 46,449 69,643 [duo 950,000 58.333 87,500 I1fi,667 175,000 43.750 65.645 8].500 131,450 35.000 54,500 70,000 105,000 Y9.I67 43,750 58,393 87,500 45,000 $7,500 50,0110 75,000 to 375,000 64,500 93,750 145,000 187,500 46,875 70,319 93,750 140,645 37,500 56.250 75,000 114,500 91.250 46,975 64,500 93,750 46,786 40.179 53,571 80.357 ~ 400,000 66.66] 100,000 133,333 400,000 50.000 75.000 100,000 150.000 90.000 60,000 80,000 140,000 93.393 50,000 66.667 100,000 48,571 44,857 57.143 85,7]4 445.000 ]0.833 106,450 141.667 P1 P, 500 53,145 79.688 106,450 159,3]5 94,500 63,750 85.000 127.500 95,417 53.1 P5 70,833 106,450 30,357 45,536 60.714 91,071 S 450.000 ]5,000 112.500 150,000 425,000 56,450 84.376 114,500 168.750 95.000 67,500 90.000 195,000 37.500 56,450 75,000 112.500 32.143 48.414 64,486 96,449 2 475,000 79.!67 118.750 158.333 437,500 59.375 89.063 118.750 178.145 47,500 71.450 95,000 144,500 39,583 59,375 79,167 116.750 33.949 50,893 67,857 101,786 L7 500,000 83,333 125,000 166,667 450,000 64,500 93,751 145.000 187,500 50.000 75,000 100,000 150,000 41,667 64,500 ' 89.939 125,000 95,714 53,571 71,449 107,143 ~ 545,0110 87,500 191,450 175,000 464,500 65.645 98,438 131,450 196,875 SY,500 78,750 105,000 157,500 43,750 fi5, 645 87,500 131,450 37,500 56,450 ]5.000 114,500 Z 550,000 91.66] 137,500 183,933 475.000 68,]50 103,146 137.500 406,250 55,000 BP,500 110,000 165.000 45,833 fi8,750 91,667 137.500 39.486 58.949 78.5]1 117,857 C 575,000 95.833 143.750 191,667 487,500 71.875 107,815 143,750 215.645 57.500 86,450 115,000 174.500 47,917 71,875 95.833 149.750 41,071 61.607 84,143 143.414 3 600.000 100.000 150.000 400.000 300.000 75,000 114.501 150,000 245.000 fi0,000 90,000 140,000 180.000 50.000 75,000 100,000 150,000 44.857 64,486 85,714 128,571 645,000 704,167 156.250 408,393 S1Y, 500 78,145 117.188 15fi,450 494.375 64,500 93,750 145,000 197,500 54,083 78.145 104,167 156,450 44,693 bfi, 964 89,296 133,949 Y 650,000 108.393 164,500 416,667 945,000 81.250 121.876 162,500 443.750 65.0110 97.500 130.000 195,000 54.167 81,250 108.333 164.500 46,429 69.643 94,857 139.486 ,4 675.000 I1 4,500 168.750 445.000 337,500 84,375 146.563 168.750 453,145 67.500 101,450 195,000 402,500 56,450 84,375 114.500 168.750 48,414 74,341 96.429 144.643 A 700.000 116.667 !75.000 433.333 350,000 87,500 131,451 175,000 462,500 70.000 105,000 140,000 410,000 58.333 87,500 116.667 175,000 50.000 75,000 100,000 150,000 745,000 140, BSS 181.450 491.667 364,500 90,645 135,938 181.250 PT 1, 875 74.500 108.750 145,000 21],500 60,417 90.645 140,893 181,450 51.786 77,679 103,571 155,357 C 750,000 145,000 187.500 450.000 375,000 93,750 140.646 187,500 281,450 75,000 1I 4.500 150,000 445.000 62.500 93,750 145.000 187,500 53.571 80,557 107,143 160,714 c 775,1100 149.167 199,750 458,333 387.500 96,875 145,913 199,750 490,645 77,500 ?6.Y50 155.000 434,500 64.583 9fi,H75 149.167 193,750 55,357 63,096 110,714 166.071 r 800,000 193,339 400,000 466,667 400,000 100,000 150,001' 400.000 300,000 80,000 140,000 160,000 440.000 66,667 100.000 133.539 400,000 57,!43 85.714 114,486 171,449 y 845.000 137.500 406,450 475,0110 414,500 109.1 P5 159,688 406,450 309.375 84.500 143,750 165,000 49],500 68,750 103.1 PS 137,500 406,450 58.949 88.393 117,857 176.786 850,000 !41.667 PI 4.500 483,333 445.000 106.450 159.376 PI 4,500 316.750 95,000 147.500 170,000 455.000 70,839 106,450 141.667 P1Y, 500 60,714 91.071 141,449 184.143 875.000 145,893 418.750 491,667 437,500 109.975 164.064 418,750 949,125 87.500 131.450 175.000 462.500 74,917 109.375 145,833 418,750 64.500 95.750 145,000 187.500 900.000 150,000 445,000 300,000 450,000 112,500 168,751 445.000 997,500 90.000 135,000 180,000 470.000 75.000 112.500 150.000 445,000 64.486 96,929 148.571 194,857 925.000 154.167 431,450 308,933 464,500 115,265 173,439 231.250 346,875 94.500 138.750 185,000 477,500 77,083 113.645 154,167 431.450 66,071 99.107 134.143 198.414 950,000 158,935 43],500 916,667 -475,000 !18,]50 178,146 437,500 556.250 95,000 144.500 190,000 485,000 79.167 !18,750 158333 437,500 6],857 101,786 135,719 403,571 975,000 164,500 443.750 345,000 487,500 141,875 184,914 243,750 365,645 97,500 146.450 195,000 Y9P, 500 81,450 lP 1, 875 162.500 443,750 69,643 104,464 139,286 408,949 1,000,000 .1fi6,667 450,000 993.333 500.000 145.000 187,501 450.000 375,000 100.000 150.000 200,000 300.000 83,939 125,000 166,667 450,000 71,449 107,143 144.857 414.486 'Occupancy Hazard Glassifi<ation ''Construction Classification - Nwc For structures with exposures, multiply resulu by L5 Eor water supply mquiremenu. 3funin: 1 gal = 3.785 L: 1 m Ir = O.OY83 m' ' N iS W m s+ m I o 1231-12 aUBUREAN AND RURAL FIRE FIGHTING Table 5-9.1(b) 3'Ft in. (89 mm) or greater] hose, pumper relays, portable Minimum Water Requirements piping, irrigation piping and ditching, helicopters, railroad (Examples) tank care, etc. (Sit Appendices C, D, and E.) Paragraph 'Type of Occupancy Min. Gal. Water 52.1.1 Single Structures 2,000 (7570 L) 6-3 Minimum Water Supply. The minimum water without Exposures supply from whatever source or combination of sources 5-3.1.1 Single Structures 3,000 (11 935 L) shall meet the requirements of Chapter 5. with Ezpoaures 5-4.1.1 Muhiple Strucmrea 3,000 (tl 335 L) 6-4` Accessibility. Water supplies for fire fighting pur- -Single Water poses shall be accessible to fire fighting equipment. The Point without fire department havingjurisdiction shall, as part of its prop- Expoaurea erty survey, determine maximum safe load limits of road- s-5.1.1 Multiple Structures 3,000 (1l 335 L) ways, laneways, and brldge8 and various climatic condi- - Single Water Point with Exposure lions, to determine accessibility. Hazard 6-4.1 The fire department needs to determine the maxi- mum safe load limits of bridges in its district. The state Table 5-9. t(r) Department of Transportation (DOT), in most cases, can Minimum Capability of Fire Department provide the fire department with a computer printout ahow- to Transport and m Uae Water ing safe load limits for bridges located within the boun- dries of your city, town, county, fire district, etc. Any Rate Water Ir means of access shall be constructed in accordance with Available m Fircground and NFPA 1141, Standard for Fire Protection in Planned Building Tool Water Supply Fire I)epartment'a Capability for Croups. Required Using Water - (Galtons) (GPM) 6-5 Identification. An appropriate sign shall be erected np to 4,499 (up [0 9459 L) 450 (946 L/min) at each water point identifying the site for fire department 4,500 to 9,999 (9460 L to 37 849 L) 500 (lass L/min) emergency use. (Set B-1-2.11.) 10,000 to 19,999 (37 850 L to 75 699 L) 750 (4859 L/min) 40,000 or more (75 700 L) 1000 (9785 L/min) Chapter.? Reports and Records 7-1 Plana for New Construction and Additions. 7-1.1 Where the appropriate governmental entity has Chapter 6 Water Supply building laws that require plans to be submitted for review before building construction is started, the plans shall he submitted to the Gre department for review and approval. 6-1 Water Supply for Fire Fighting. The water sup- plies for fire fighting purposes, as specified in Chapter 5, 7-1.2 Where no building laws exist or plans are not re- may be supplied from natural bodies of water and man- quired for review, the Gre department shall request cooper- made sources of water. Natural bodies of water aze defined anon of property owner(s) in voluntary compliance with as bodies of water contained by earth only and include provisions of thts standard. ponds, lakes, rivers, streams, bays, creeks, springs, art~- Sian wells, and irrigation canals. Man-made sources of 7-2 Requirements for the Fire Department. water include aboveground tanks, elevated gravity tanks, 7.2,1 The fire department having jurisdiction for prop- livesrock watering tanks, cisterns, swimming pools, wells, erty surveys specified in Chapter 2, after completing the quarries, mines, reservoirs, aqueducts, tankers, and hy- survey and computing the minimum water supply re- drants served by a water system. (Set Appendix B.) quired, shall notify, In writing, the authority having The surface at the pumper access point shall be adequate jurisdiction of the results of the surveys and the minimum to support heavy vehicles at all times of the year. Provi- water supplies required. In all cases, the building(s) sions shall be made so that such water suction points are owner(s) shall be advised of the minimum water supply visible and usable in all weather conditions, including required. Fire department personnel shall be available to heavy snow, brush conditions, and mud slides. citizens for appropriate consultation. Should a dry hydrant be close to vehicular traffic, suitable barriers shall be constructed to protect Gre fighters, 7-3 Requirements for Property Owners or Occupants. equipment, and the dry hydrant. 7-3.1 The property owner shall notify, in writing, the authority having jurisdiction before any structures are 6-2 Water Supply Transfer. The transfer of water from erected or any alterations are made to any existing struc- a water source to the scene of the fire can be done by a tore that will increase the total cubic footage of the struc- number of different methods. A few of these are tanker tore. The property owner shall provide for the authority shuttles, pumper relays using large diameter [normally having jurisdiction complete written plans and drawings 1999 Edllbn REFERENCED PUBLICATIONS/APPENDIX A 1231-13 of any proposed structure, including all measurements, NFPA 1141-1985, Standard for Fire Protection in Planned construction, intended occupancy, and a description of Building Groups contents. ~ NFPA 1901-1985, Standard on Aulomotiue FireApparalur. 7-3.2 The property owner or occupant shall notify, in writing, the authority having jurisdiction before any changes are made in the contents of a structure or occu- pancy of a structure, other than residential occupancies, that would materially affect the occupancy hazard classifi- Appendia A ~ cation number as specified in Section 3-2. The property owner or occupant shall provide [he authority having jurisdiction with a complete written report of contents or Thit Appendix is not a pmt of the rtgairemenu of this NFPA dxummr, but occupancy changes. is included far information pmpota only. 7-4 Smoke Detector. A-1-1 In some areas, water supply systems have been in- stalled for domestic water purposes only. These systems 7-4.1 • Each family living unit shall be provided with may be equipped with hydrants that may not be standcvd smoke detectors as required in NFPA 74, Standard for the fire hydrants, with available volume, pressure, and dura- Instal[alion, Maintenance, and Use of Household Fire Warning tion of flow being less than needed for adequate fire fighting Equipmerst. purposes. Where such conditions exist, [his standard and 7-5 Changes in Automatic Sprinkler Protection. appendix may be applied in water supply matters. 7-5.1 The property owner or occupant shall notify in A-2-1.1 Information needed to compute the minimum writing the authority having jurisdiction whenever any al- water supplies to be collected during the building survey terations are made that would cause any change to an auto- includes: matic sprinkler system covered in Section 5-7. The prop- (a) Area of all floors, including attics, basements, and erty owner or occupant shall provide the authority having crawl spaces. jurisdiction with a complete written report of alterations to any existing sprinkler system or of the installation of a (b) Heigh[ between floors or crawl spaces, and in the new sprinkler system. attics from Moor to ridge pole. (c) Construction materials used in each building, m- 7-5.2" The property owner or occupant shall promptly eluding walls, floors, roofs, ceilings, interior partitions, notify the authority havingjurisdiction whenever any auto- stairs, etc. matic sprinkler system or other automatic suppression sys- (d) Occupancy (occupancies) of buildings. teen or portion of any system is shut off or is to be out of (e) Occupancy (occupancies) of yard areas. service for any reason. (Q Exposures to buildings and yard storage and 7-6 Retention of Reports. The fire department shall fde distances between them. all plans, reports, and surveys by street address whenever (g) Fire protection systems -automatic and manual possible and shall retain a copy of all reports specified in protection systems, hydrants, yard mains, and other pru- this standard. tection facilities. (h) On-premises water supplies, including natural and man-made sources of water. A-3-1.4 In addition to the storage of products potentially hazardous from the standpoint of increased fire load, farm Chapter 8 Referenced Publications properties present certain inherent dangers to the rural fire fighter that are not contemplated by the urban fire fighter. Storage of products potentially hazardous to fire fighters 8-1 The following documents or portions thereof are from the standpoint of increased fire volume, explosion, referenced within this standard and shall be considered part and toxicity exists at most rural fire locations. Among these of the requirements of this document. The edition indicated are: for each reference is the current edition as of the date of (a) Bulk storage of petroleum fuels, more frequently fuel the NFPA issuance of this document.. oil, but often gasoline and propane. While some tanks are underground, many are aboveground and often located 8-1.1 NFPA Publications. National Fire Protection within 50 ft (15.2 m) of farm buildings. - Association, Batterymarch Park, Quincy, MA 02269. (b) Many farmers use and store blasting agents such as NFPA 13-1989, Standard for the Installation of Sprinkler dynamite, often extended with ammonium nitrate (the Syrtems latter of greater explosive impact per unit weight). NFPA 13D-1989, Standard for llu Installation of Sprinkler (c) Nearly all farms use and store different pesticides. Systems In One- and Tuo-Family Dwellings and Mobile Homes Some of these chemical compounds give off very toxic NFPA 74-1989, Standard for the Installation, Maintenance, fumes when burning. Two compounds that are safe when and Use of Household Fire Warning Equipmen! independent of each other may be very hazardous to the NFPA 220-1985, Standard on Types of Building Construction fire fighter when mixed together in a fire situation. 1BBB Edllion 1281-14 aUHURBAN AND RURAL FIRE FIGHTING (d) Localized problems also exist in turn growing areas; Heights 8 + S + 4' = 20 (ft) for instance, anhydrous ammonia is stored and used in 1,200 x 20 = 24,000 (cu ft) large amounts during the early growing season. Occupancy Hazard Classification Number 7 The rural fire department needs to work with the farmer Construction Classification Number 1.0 (frame dwelling) to reduce the fire and life potential hazard of these prod- 24,000 7 x L0 = 3,429 gal nets by storing them safely. However, fire fighters oC the Minimum Water Supply = 3,429 gal rural fire deparhnents must know the potential hazards pre- For Sf Units: 1 fi - 0.305 m; f eq R - .092 m'; 1 cu ft - .028 m'; seated by the products and the fire fighting precautions t gal - 3.785 L. to be taken. The department membership should be fore- If a structure is of occupancy hazard classification warned of the above items through the survey of the farm number 3 or 4, it is considered an exposure hazard if within by the water supply officer or other inspector, and appro- 50 ft (15.2 m), regardless of size. (See 5-3.1.) For adwell- priate provisions should be taken to protect the member- ing, construction classification number is no larger than ship of the department from potential hazards. 1.0. A-3-2 The occupancy hazard classification number is a (b) Commercial: mathematical factor to be used incalculating minimum Farm equipment shed: 125 ft x 100 ft; height 14 ft; water supplies. The lowest occupancy hazard classification 1 story, flat roof; noncombustible construction. number is 3 and is assigned to [he highest hazard group- 125 x 100 = 12,500 (sq ft) ing. "I'Ihe highest occupancy hazard classification number Height = 14 (ft) is 7 and is assigned to the lowest hazard grouping. 12,500 x 14 175,000 (cu R) A-4-2 The consu~uction classification cumber is a mathe- Occupancy Hazard Classification Number 5 marital factor to be used in calculatin minimum water Construction Classification Number 0.75 g 175,000 5 x 0.75 = 26,250 supplies. The "slowest burning" or lowest hazazd type of Total Water Supply = 26,250 gal consuvction, fire resistive, takes a construction classifi- cation number of 0.50. The fastest burning or highest For 51 Units: 1 ft - 0.305 m; f aq R = .092 m'; 1 cu R - .028 m'; hazard type of construction, wood frame, takes a construe- 1 gal = 3.785 L. tion crass number of 1.50. All dwellings shall be assigned If a structure is of occupancy hazard classification a construction classification number of 1.0 or lower when number 3 or 4, it is considered an exposure hazard if within construction is nonconbustible or fire resistive. 50 ft (15.2 m), regardless of size. A-4-2.4 Due to cost savings, many Type III (ordinary) A-5-3.1 Single- and two-family dwellings - 1200 sq ft and Type V (wood frame) constructed buildings may have and under (with exposures). wood trusses as a lightweight preengineered framing system used in the roof and floors. As long as the integrity of all Residential: members of the unit is intact, the unit is a stable building Dwelling 50 ft x 24 ft; 1 story, 8 Ct high; pitched roof, item. However, this may not be the case should one of the 8 ft from attic floor to ridge pole; brick construction and outer members be destroyed or damaged. Should this hap- exposed on one side by a frame dwelling with a separation pen during a fire, the roof or floor supported by the unit of less than 50 ft and with areas greater than 100 sq ft. may be weakened to the point where it will be unsafe to 50 x 24 = 1200 (sq ft) support fire fighters. Heights 8 + 4" 12 (ft) Another weak point found in the lightweight preengi- 1200 x 12 = 14,400 (cu ft) neered truss during a fire is the joint formed by metal Occupancy Hazard Classification Number 7 gussets. The use ol'rnetal gussets has reduced the cost and Construction Classification Number 1.0 (brick dwelling) increased production of wood trusses; however, the metal 14,400 + 7 x 1.0 = 2,057 gussets tnay not retain their strength and integrity when As the dwelling is exposed by a frame dwelling, multi- . exposed to heat or, fire. ply by the exposure factor of 1.5 Therefore, during the survey of the buildings for water 2,057 x 1.5 = 3,086 requirements, fire prevention, or prefire planning pur- Minimum Water Supply = 3,086 gal poses, the fire department should be aware of such strut- For Sl Units: l fl - 0.305 m; 1 sq R - .092 m'; 1 cu R - .028 m°; rural fire fighting hazards, take aQpropriate steps to make 1 gal = 3.785 L. all fire fighters aware of the condttton, and plan alternate If a structure is of occupancy hazard classification fire tactics. number 3 or 4, it is considered an exposure hazard if within A-4-2.5 See A-4-2.4.. 50 ft (15.2 m), regardless of size. For a dwelling, cons[ruc- tionclassiLcation number is no larger than L0. A-5-2.1 Examples of Calculating Minimum Water A-5-4.1 All Structures Except Dwellings (with Supply. Single- and two-family dwellings - 1,200 sq ft Exposures). (111.8 m')~and under (without exposure hazard). (a) Residential: (d) Assembly: Dwellin 50 ft b ~ 24 ft; 2 stories, 8 ft each; itched roof, Church: 130 ft x 60 ft; height 25 ft to ridge pole (15 g~ 1 P ft from ground to eaves with ridge pole 10 ft above the 8 ft from attic floor to ridge pole; wood frame construction. 50 x 24 1,200 (sq ft) "For pitched roofs, figure half the distance Gom attic Hoor to ridge pole. 1889 pdilbn v_„ . , APPENDIX A 1'1''31-15 eaves); brick construction with brick constructed, office Construction Classification Number 1.0 building within 40 ft of church. 15,000 + 7 x 1.0 - 2,143 gal 130 X 60 = 7,800 (sq ft) For SI Unite: 1 R - 0.305 m; ] eq R - -.092 m'; t cu ft - .028 m'; Height 15 + 5 e 20 ft 1 gel - 3.785 L. 7,800 x 20 = 156,000 (cu ft) Since the equipment shed requires the larger minimum Occupancy Hazard Classification Number 6 water supply, if these two buildings were to be protected Construction Classification Number 1.0 by the same water supply, that minimum water supply 156,000 + 6 x 1.0 = 26,000 would be the 39,375 gal. As church is exposed by a brick office building, multi- - ply by the exposure factor of 1.5 If a structure is of occupancy hazard classification 26,000 x 1.5 39,000 number 3 or 4, it is considered an exposure hazard if within Minimum Water Supply 39,000 gal 50 ft (15.2 m), regardless of size. For a dwelling, construc- tion classification number is no larger than 1.0. For SI Units' ] Ct - 0.305 m; I aq !t - .092 m'; 1 cu ft - .028 m'; I gal - 3.785 L. A-5-6.1 The fire department having jurisdiction should If a structure is of occupancy hazard classification consider the number of fire streams required to control a number 3 or 4, it is considered an exposure hazard if within potential fire in such an occupancy, multiQtying the esti- 50 ft, regardless of size. mated total application rate in gpm by a liberal estimate of time in minutes (60 minutes or more) required to con- A-5-5.1 Multiple Structures -Single Water Point trol and extinguish the fire. A review of appropriate NFPA without Exposure Hazards. standards is suggested as properties having special fire pro- tection problems are beyond the scope of this standard on (e) A row of five dwellings, same house as example (a), rural water supplies. except one has a brick barn measuring 80 it by 40 ft and located 35 ft from the dwelling. The barn is larger than A-5->.1 It is the intent of NFPA 13D, Standard for the In- 100 sq ft in area and is closer than 50 ft tothe dwelling. stallation of Sprinkler Systems in One- and Two-Family Dwell- Therefore, the minimum water supply for this dwelling ings and Mobile Haines, to provide additional life safety as (3500 gal) must be multiplied by 1.5 for the exposure. the primary goal with property protection as a secondary 3429 x 1.5 5144 gal goal. NFPA, federal agencies, and private organizations If the dwellings and barn are to be protected by the same are united to provide the research and to develop sprinkler water supply, as they most likely would be, the water sup- protection for residential occupancies at a low cost. 7'Itc. ply must be calculated on the structure that requires the researchers developed a new sprinkler head for the residrn- largest minimum water supply, which would be the barn tial system that has a uniform discharge density and quit~.k in this case. Thus, if the barn has no hay stora a and is response capabilities. The reports coming in from those ~ areas [hat have adopted NFPA 13D for dwellings, apart- 25 Ct (7.2 m) in height to the ridge pole, and the ridge pole menu, mobile homes, hotels, and motels are exciting. is 10 ft (3 m) above the eaves, the calculations would be Therefore, where a water supply is available, NFPA 131), as follows: Standard far tht Installation of Sprinkler Systems in One- and Two- 80 x 40 = 3200 (sq ft) Family Dwellings, is highly recommended for the protection Height 15 + 5 20 ft) of life and property. 3200 x 20 = 64,000 ~cu ft) A-5-7.1.1 The fire department should employ measures Occupancy Hazard Classification Number 4 (for the to supplement the sprinkler system to ensure adequate barn with no hay storage) water and pressure for efficient operation of the sprinklers Construction Classification number is 1.0 and should use care not to "rob" water from the supply 64,000 + 4 x 1.0 = 16,000 for the' sprinklers to supply hand lines. (Set Appendix F.) 16,000 x 1.5 (for exposure hazard -the dwelling) ' 24,000 A-5-8.1 Other automatic suppression systems could in- Minimum Water Supply = 24,000 gal elude foam, carbon dioxide, dry chemical, halon, etc., in- For SI Units: 1 R - 0.305 m; 1 sq ft - .092 m'; 1 cu R - .028 m'; stalled in part or all of the structure. 1 gal - 3.785 L. A-6-4 Accessibility to water supplies should incorporate Farm equipment shed, same as A-5-2.1(b), except whatever features necessary to ensure year-round travel, with none-story, pitched roof dwelling measuring 50 ft by taking into consideration local climatic conditions and 25 ft located 45 ft from the equipment shed. The dwelling topography. is larger than I00 sq ft in area and is closer than 50 ft to The state DOT, in most cases, can provide the fire de- the equipment shed. Therefore, the minimum water supply partment with a computer printout showing safe load limits for the equipment shed (26,250 gal) must be multiplied by for bridges located within the boundaries of your city, town, 1.5. county, fire district, etc. This information has proved in- 26,250 x 1.5 = 39,375 valuable to a number of fire departments in checking Minimum Water Supply = 39,375 gal. bridges used to carry fire equipment: (Set Appendix B-6Jor The total water supply for the dwelling is: further infarmalian an accesr to taster supplies.) 50 x 25 1,250 (aq Ct) Height 8 + 4 = 12 A-7-1.1 Where a subdivision or other ".planned building 1,250 x 12 = 15,000 (cu ft) group" is proposed, it should be in accordance with NFPA Occupancy Hazard Classification Number 7 1141, Standard for Fire Protection in Planned Building Groups. IBBa Ea1Hpe 1231_lfi__ _ aUBURBANANDRURALFIREFIGHTING Pire and mmtii. ipal officials havingjurisdictional author- showing water points and lists of automatic and mutual ity in areas where structures interface with wildlands should aid tankers available. Modern technology in optics and establish and enforce protective measures in accordance computers makes it feasible for even a relatively low budget with generally accepted principles and applicable NFPA department to reduce this data to microfiche or photo- standards. graphic slides, which can be maintained in the fire alarm communication center and taken to the scene of every fire A-7-4.1 Srnuke detectors work and are needed. In any and used on small, even hand-held, viewers. The water given year statistics will reveal that well over 50 percent supply officer is, basically, the individual who implements of all persons killed by fire will die in residentia] fires. the water supply prefire planning. Therefore, it's good news that current estimates indicate As the WSO visits neighboring fire departments, a list that smoke detectors are in approximately 75 percent of of all apparatus, equipment, and personnel available to the the nation's homes. (See NFPA 74, Standard for the Installs- officer's department should be developed. At this time, ar- tian, Maintenance, and Use of Household Fire Warning Equi¢- rangements can bedeveloped where certain apparatus and ment.) The primary concern of the standard is with life pro- personnel will respond under an automatic aid agreement tection, and many water hauling fire departments have (first alarm response) or a mutual aid agreement (called developed programs to promote the installation of smoke as needed), depending on the needs of the department. detectors as a first step in saving life and property through These needs will be dictated, of course, by the nature of early detection. Early detection of a Fire will go a long way the structure(s) involved. toward reducing the water requirements needed for fife fighting purposes and toward reducing the water necessary B_1-2.2 Duties at Fire. At the fire scene, the water sup- for awater hauling fire department to transport. ply officer becomes the rural equivalent of the water depart- r ment representative who responds to major municipal fires. A-7-~.2 Wheu the fire department is advised oC a The water supply officer's duty to maintain continuous fire sprinkler system impairment, every effort should be made streams in rural areas is frequently a very complicated task to restore the protection to service as quickly as possible. involving setting up several water hauling facilities, assem- In some cases, the property owner may be able to provide bung water-carrying equipment of automatic and mutual a makeshift arrangement or to secure a part [hat will enable aid departments, calculating estimated arrival times of the restoration oC the system, either completely or with only tankers, and having a thorough knowledge oC available a very small number of sprinkler heads out of service until water supplies throughout a wide area of (ire department full sprinkler protectiob is restored. jurisdiction. B-1-2.3 Communication Coordination. In water sup- ply operations, efficient radio communication is absolute]y necessary. To develop and sustain large fire flow requires Appendix B Water Supply the use of several water sources as well as several drop tanks where water may be dumped. Therefore, good radio cony munication is a must in readily directing tankers so that 7%ir .1 ppendlt G nn[ a part of [he >equi>ements of lhir NFPA dornmen; but time is not lost at the fill and the dump points. To obtain included far infnrmn[i~n pn>pns>, only. this level of tanker efficiency, a radio Crequency separate B-1 Water Su d from that used Tor the fire ground opera[ionsneeds to be Pl y- assigned to the water supply otLcer (WSO). The water sup- B-1-1 General. The fire fighter operating without a ply officer also needs to have efficient communication with water system with hydrants (or with a very limited number the incident commander. of hydrants) has bvo means of getting water: from supplies nn the fireground, which may be natural or man-made, g_1-2.4 Duties Before the Fire. Before the fire, the or fi~om supplies transported to the scene. This appendix water supply officer participates fn the prefire planning and discusses the variety and potential ofthese sources. in calculating the fire flow requirements for the various B-1-2 Water Supply Officer (WSO). Many progressive buildings in the area under the department'sjurisdictiml. rural fire de artments depend on a water supply officer. To satisfy these water requirements, the water supply The work of a properly trained and equipped water sup- officer (WSO) may survey the district and the surrounding ply officer makes it possible for the officer supervising the areas for available water for fire fighting purposes. Water actual fire attack to plan it on the basis of reliable water supplies may exist on the property to be protected or may supply information, to coordinate that attack with the avail- need to be transported. The WSO should develop preplans able water supplies, and to help prevent the confusion in- and see that the fire department is kept aware of all the hereof in fighting a major fire when the chief officer at the water supplies available to the entire area. This means close scene must divert too much of his attention from the at- Coordination between the water supply officer and the Sre tack to the logistics of backing it up. department training officer and assistance in joint water supply training sessions with neighboring fire departments. B-1-2.1 Duties of Water Supply Officer (WSO). The The WSO should make periodic inspections of all water officer is designated to provide sufficient water at the fire supplies and structural changes in his department's site, tc> plan availability of additional water sources, and jurisdiction. to determine water requirements at the various locations The WSO or designee must meet with property owners over the district. The WSO may maintain and even carry and secure their permission to use the water supply (ace with him a complete set of files, which should include cards B-I-2. to develop an all-weather road to the supply (see 1999 Edllbn APPENDIX B 1281-17 B-6-I) and to install dry hydrants (see B-5-1 ment located at Scott and College Road,' Anytown, If called upon, the WSO should be available to consult U.S.A. with the owner in the design of a water source on a prop- erty to be protected. OWNER DATE PRESIDENT B-1-2.5 WaterSoutceCarda. Arecommendedpractice ANYTOWN FIRE is to prepare individual water source cards for each water DEPARTMENT point. This is a job that lends itself ideally to computers. There may be one or more water source applicable to a given potential fireground. In addition to the computer, the water sources should be noted on master grid map of OWNER DATE SECRETARY the area. Thus, the grid map will show the index locatton ANYTOWN FIRE of water source cards on which pertinent data will be noted. DEPARTMENT This data should include type of source (stream, cistern, domestic system, etc.), point of access ("100 ft (30.4 m) - ~ north of bam," etc.] gallonage available ["flows minimum 250 gpm (946 L/min)," "10,000 gal (37 850 L/min) s~o~- age," etc.] and any particular problem such as weather CHIEF " " condition or seasonal fluctuations that may make a source ANYTO W N FIR E unusable. It is a good practice to attach a snapshot of the DEPARTMENT water point to the card. Also, it is advisable to note an alter- nate source. Agreement provided by Guilford College Fire Depart- These water source cards should be used as the basis of ment, Guilford, College, North Carolina. regular inspections to make sure the source continues to be available and to note any improvement or deteriora- B-1-2.7 Water Map. Each water supply oiliest should lion of its usefulness. A program to develop additional maintain a map showing the location and amount of water sources as needed, including water sources for new con- available at each water site. A copy of this map should Ile struction as it evolves, should be an ongoing program in located in the fire alarm dispatcher's headquarters when an alert organization. such an alarm facility is available and should be carried on at least one pumper and the chiefs car and by the water B-1-2.6 Water Usage Agreement. The water supply of- supply officer. Any problems that may be encountered :~t titer must make arrangements with the owner of water sup- the supply should be recorded. (Also see B-5-3.2.) plies before a fire develops. Such agreements should be made in writing in close cooperation with the municipal, g-1-2.8 Inspection of Water Supplies. It is the respon- town, or county attorney. Also, it is highly desirable that sibility of the water supply officer to make inspections of the agreement be reviewed by a representative of the high- all water sources available as often as conditions warrant way or the county road department or other persons who and note any changes in the facilities. This is particularly will be required to build, service, and maintain the access true during adverse weather conditions, such as droughts, road to the supply, including such things as snow plowing very wet periods, heavy freezing, and following :I in certain areas of [he country. The property owner also snowstorm. should have a copy of the agreement. Following is an ex- ample of such a document that has been used by several B_1-2.9 Reliability of an Impounded Supply. For air fire departments with the approval of their county or town impounded supply, cistern, tank, or storage facility, th~~ attorney. quantity to be considered available is the minimum avail able [at not over 15-ft (4.5-m) lift] during a drought wi~li " an average 50-year frequency (certified by a registered pro- fessional engineer). The maximum rate of flow is deter- ANYTOWN FIRE DEPARTMENT, U.S.A. mined by testing using the pamper(s), hose arrangement, WATER USAGE AGREEMENT and dry hydrant normally used at this site. I, We the undersigned owner(s) of a lake or pond B-1-2.10 Reliability of a Flowing Stream. For a supply located at from a (lowing stream, the quantity to be considered avail - do hereby grant the Anytown Fire Department permis- able is the minimum rate of flow during a drought wiili sion to erect and maintain, at its expense, a dry hydrant an average 50-year frequency (certified by a registered prn- and access roadway to said lake or pond to be utilized for fessional engineer). The maximum rate of (low is deter- - emergency fire suppression purposes. mined by testing using the pamper(s), hose arrangement, All other uses of said pond or lake shall be after and dry hydrant normally used at thiseite. notification and permission of the owners. B-1-2.11 Sign. The water supply officer should see that The Anytown Fire Department shall be responsible for an appropriate sign is erected at each water point identi- any and all damages to property resulting from fire fying the site for fire department emergency use and in- department exercises. eluding the name, or a number, for the water supply. Let- _ This contract can be cancelled at any time by written lets and/or numbers should be at least 3 in. high, with a notice thirty days in advance to the Anytown Fire Depart- '!x-in. strobe and reflective. 1YBa Etli~ion I281-I$ SUBURBAN AND RURAL FIRE FIGHTING B-1-2.12 Water Operations. The water supply officer Similar circumstances may exist during wet periods or and the training officer, in conjunction with the fire chief, when the ground is covered with snow. should develop standard operating procedures for hauling (c) Accessibility. A river or other source of water may water to fires. The standard operating procedures should not be accessible to the fire department for use during a be put in motion for all structural fires; however, they may fire. Distance and terrain from the all-weather road to the be discontinued after the officer in charge bas evaluated source must be such as to make the water readily available. the fire and determined that water hauling capabilities will In some cases, special equipment must be used to obtain not be needed. the water. (See B-6 and Appendix E, Portable Pumps.) Where, roadways are provided to the water supply, they should B-2 First-Aid Fire Protection Using On-Site Water be constructed in accordance with B-6-2. Systems. B-2-1 General. The individual domestic water supply B-3-2 Ponds. Ponds rosy include lakes or farm ponds system provided in many rural homes and business estab- used for watering livestock, irrigation, fish culture, recrea- lishments, if properly equipped and maintained, is an e[fec- tion, or other purposes while serving a secondary function five "first-aid fire, extinguisher." For large establishments, for fire protection. Valuable information concerning design an elevated water storage tank or reservoir connected to of ponds may be obtained from county agricultural agents, hydrants and standpipes could provide substantial fire cooperative extension offices, county engineers, etc. Most streams as well of the factors listed in B-3-1 relative to streams are perti- Went to ponds also, with the following additional items to B-2-2 llomeatic Water Systems. Por domestic (farm) be checked: water systems to have some degree of reliability in case of (a) Minimum annual level must be adequate to meet fire, the pump or pumps should be placed in a fire resistive water supply needs of the fire problem the pond serves. location. The electric power supply should have the maxi- (b) Freezing of a stationary water supply, contrasted mum protection from being deenergized by fire or other with the flowing stream, presents a greater problem. cause. In some cases, standby power and pumps may be justified. (c) Silt and debris may accumulate in a pond or lake, reducing its actual capacity, while its surface area and level B-2-3 Delivery of First-Aid Fire Protection. For first- remain constant. This may provide a deceptive impression aid fire protection to be effective, every portion of the dwell- of capacity and calls for at least seasonal inspections. ing and outlying buildings should be within reach of a hose (d) Accessibility should always be considered. Many stream. This may require some additional pipelines beyond recreational lakes are provided with access by roads, drivc- those needed for other purposes. A garden hose long ways, and boat launching ramps and are available for fire enough to reach any point in a structure is often valuable department use. Some large lakes, formed by a dam on for fire fighting use. Care should be taken so that water a river, may have been constructed for such purposes as is drained from hose or pipes that could be subject to freez- to generate power, for flood control, or to regulate the flow ing weather. of a river. During certain periods of the year (droughts, drawdowns, etc.), such bodies of water may have very low B-2-4 In-Depth Fire Protection. To provide for in- water levels. The water under such conditions may not 6e depth fire protection, three types of water supplies may be accessible to the fire department for drafting by the fire needed: (1) first-aid via the domestic water system, (2) a department pumping unit even where a paved road, for bulk water supply at the property, whirh may be a stream, boat launching, has been provided and extended into the pond, elevated tank, ground level tanks, or cistern, or (3) water at normal water levels for several feet. Under such. an area system of static water supplies with drafting points conditions, other provisions should be made to make the and means for transporting the water to the fire site. water supply fully accessible to the fire department. B-3 Natural Water Sources. B-3-3 Other Natural Sources. These might include B-3-1 Streams. Streams, including rivers, bays, creeks, springs and artesian wells. Individual springs and occa- and irrigation canals, may represent a continuously (low- sional artesian water supplies exist in some areas and, ing source of substantial capacity. Factors for the fire again, while generally of more limited capacity, may be department to determine when considering water from useful for water supply subject to reasonable application (lowing streams as potential water sources include the of the factors listed for ponds and streams. In many cases, following: it may be necessary to form a temporary natural pool or [ono a pond with a salvage cover, for instance, to collect (a) Plowing Capacity. The stream should deliver water water for the use of the fire department when using a spring in capacities compatible with those outlined in the water or an artesian well. requirements of this standard. (See Chapter, 5.) (b) Climatic Characteristics. Streams that deliver water B-4 Man-Made Sources of Water. throughout [he year and are not susceptible to drought are desirable for fire protection. However, where such streams B-4-1 General. The man-made sources of water supplies are not available, a combination of supplies rosy be neees- adapted for fire fighting are limited only to the innovative sary. In many sections of the country, streams cannot be nature of the fire department. They range from cisterns, relied upon during drought seasons. If the stream is sub- swimming pools, quarries, mines, automotive sprinkler ject to flooding or freezing, special evolutions may be system supplies, stationary tanks, driven wells, and dry necessary to make the stream usable under such conditions. hydrants, to the occasions when fire fighters havedrafted 1889 Etllaon APPENDIX S I28I-19 water out of the basement of a burning building into which low water conditions, and freezing problems previously ' it was pumped only minutes before to the fight the fire, discussed. ' B-4-2 Cisterns. Cisterns are one of man's oldest sources B-4-6 Cistern Specifications. Some political districts, of emergency water supply, both for fire fighting and where water systems are not available and water for water drought storage. They are very important sources of water hauling fire departments is inadequate, are requiring devcl- for fire fighting, domestic consumption, and drought slot- opers to provide cisterns with alt subdivisions that are co~t- age in many rural and beach areas. strutted. As each cistern may provide fire protection for Cisterns should have a minimum usable volume as deter- a number of buildings, the capacity is rather large and mined by the department having jurisdiction using the represents a substantial investment. The following are methods described in Chapter 5 of this standard, and there specttications for cistern design and construction that one is no real limit to the maximum capacity. A cistern should political district is using. be accessible to the fire truck or other pumping device but should be located far enough from the hazard that one is Specification of Cistern Design and ConatructioD. not endangered when in use. 1. Cisterns should be located no more than 2200 feet The water level of a cistern can be maintained by rain- (671 m) truck travel distance from the nearest lot line of fall, water pumped from a well, water hauled by a tanker, the furthermost lot. or by the seasonal high water of a stream or truer. The 2. The design of a cistern should be [rouble-free slid cistern can present a freezing problem in [hat its surface last a lifetime. is often relatively inaccessible and the water is stagnant. 3. The cistern should be 30,000 gallons (113 550 One method to minimize freezing is to use a dry hydrant minimum, available through the suction piping systeul- protruding into the water at a point below the local frost The suction piping system should be capable c~l~ line. delivering 1000 gpm (3800 I?min) for three-quarters of the Cisterns should be capped for safety, but they should cistern capacity. have openings to permit inspections and use of suctton hose 5. The design of the cistern should be submitted to the when needed. [See B-4-1 and Figure B-4-6(h).] authority Having jurisdiction for approval prior to consvuc- B-4-3 Protection from Freezin lion. All plans should be signed by an acceptable registered g• professional engineer. If a dry hydrant is not installed in a cistern, then, de- 6. The entire cistern should be rated for highway pending on local conditions, a heavy pipe or a pike hole loading, unless specifically exempted by the authority hav- may be adequate to break an ice formatton. In fact, the (ng jurisdiction. ' weight of the suction hose itself may be sufficient provided there is no danger of damaging the strainer or the hose. 7• All drawings are for estimating purposes only and are not intended for use as design: There are several methods of providing an ice•free sur- face area in a cistern or other water source. These include, 8. Each cistern should be sited to the particular loca- but are not limited to: lion by a registered engineer and approved by the authority (a) Floating a log, a bale of hay or straw, etc. on the having jurisdiction. surface of the water. 9. Cast in place concrete should achieve a 28-day b Placin a barrel filled with nonflammable nontoxic strength of 3000 psi (20 700 kPa). I[ should be placed with O g a mintmum oC 4-in. (102-mm) slump and vibrated in a antifreeze on the surface of [he water. workmanlike manner. B-4-4 Guide to Cistern Capacity. A ready guide [o the 10. The concrete should be mixed, placed, and cured capacity of cisterns with vertical cedes is given in Table without the use of calcium chloride. Winter placement and B-4-7 curing should follow the accepted American Concrete 1 ~ stitute (ACI) codes. B-4-5 Construction of Cisterns. Construction of I1. All suction and fill piping should be American R. cisterns is governed by local conditions of soil and material ciety for Testing and Materials (ASTM) Schedule 40 stc~ 1 availability. Practical information can be obtained from All vent piping should be ASTM Schedule 40 PVC with local governmental departments or agricultural agencies. glued joints. Some engineering considerations to be used in design- 12. All PVC piping should have glued joints. ing cisterns include: 13. The 8 in. x 5 in. (204 mm x 127 mm) eccenn~ic (a) Base, walls, and roof should be designed for the reducer is available from suppliers. ' prevailing soil conditions and for the loads encountered 14. The final suction connection should be 4'h-iii. when heavy vehieles are parked adjacent. (114-mm) National Hose male thread. It must be capped. (b) If groundwater conditions are high, it should not 15. The filler pipe Siamese should have 2'h-in. (65-mill) float when empty, National Standard female threads with plastic caps. (c) Suction piping should be designed to minimize 16. The entire cistern should be completed and in- whirlpooling. spected before any backfilling is done. (d) Vent piping must be of sufficient size. 17. All backfill material should be screened gravel with Maintenance factors to be considered by [he fire depart- no stones larger than I'/z in. (38 mm) and should be com- ment include the danger of silting, evaporation or other patted to 95 percent ASTM 1557. 1888 Edition I28I-2O _ SUBURBAN AND RURAL FIRE FIGHTING 18, Bedding for the cistern should he a minimum 12 in. Detail A Detail 8 Detail C Detail D of a/a- to ] th-in. crushed, washed stone, compacted. No fill should be used under stone. 19. Filler pipe Siamese should be 36 in. (914 mm) above final backfill grade. _ 20. Suction pipe connection should be 2U-24 in. So,ooocannneapaciry (510-610 mm) above the level of the gravel where vehicle Sea Specifications and Other wheels will be located when cistern is in use. Drawings Ior Details 21. Suction pipe should be supported either to top of Not to Scale-Components Shown tank or to a level below frost. Fnr Illustration Only 22. Base should be designed so that cistern will not Boat Detail E when empty. Min. 12-inches 3/4 - 1-1 /2 Inch Washed Stone ICOmpactedl OVERALL As Base Under Cistern 23. Perimeter of tank at Boor/wall joint should be sealed with 8-in. (20-cm) PVC waterstop. 24. After backfilling, tank should be protected by fenc- Figpre B-a-6(b). ing or large stones. 25. Backfill over the tank ShOUId Ile: Detail A VENT PIPE (a).4 ft (1.2 m) of fill; or " (b) The top and highest 2 ft (0.6 m) of sides of cistern Tnis Level . Insulated WI[h Vr'J-mm-r¢SlStdnt foam in3ulaLlOn, and 2 ft 36 Inches Above Buq Screen Within Pipe (0.6 m) of Bll. Final Grade (c) All backfill should extend 10 ft (3 m) beyopd the a-inert senea ao Pvc edg¢ of the cistern, then maximum 3: ] slope, loomed and seeded. 26. Bottom of suction pipe to pumper connection should z4 . z4 u 1 /4 Inch Steel Plate not exceed 14 It (4.25 m) vertical distance. Ancnored 4 comer: 27. Pitch of shoulder and vehicle pad from edge of pave- pve Extends Tnrougn concrete mart[ to pumper suction connection should be 1-6 percent Mortared in downgrade. Not to Scale 2U. Shoulder and vehicle pad should be of sufficient ' length to permit convenient access [o suction connection Figure B-4.6(c). when pumper is set at 45-degrees to road. 29: All construction, backfill, and grading material Detail B FILL PIPE should be in accordance with proper construction practices Tnis Level . and acceptable to the authority having jurisdiction. 3s-Inches Above Dbl 2 1/2 Inch Net'1 Std Thread Final Grade Clappered Siemese.IPlestic Cap) 30. All horizontal suction piping should slope slightly uphill towards pumper connection. 4-Inch served aB steel Pipe 31. Installer is responsible for completely filling cistern za . z4 , 1/4 men until, accepted by the authority having jurisdiction. steal Plata Am chpred at Corners Pipa Welded to Plata - Specifications furnished by the New Boston Fire. Depart- rnent, New Boston, NH. Pipe Extends Through Concrete CISTERN SITE Mortared in ' ' Figure B-4-6(d). Town Right-af-Way Min. 2D Fee[ petail C MANHOLE From Cistern ~ Gravel Shoulder Neenah R-1]44 32-Inch Manhole $ooeoooooeooao o With Type D Locking Device O ~ o Grade Level Padlock to be Acceptable o O ~ in Fire Department O O Nearest L~eeeooeeeeeoo0 Edge of Suction Fitting Pavement 22-24 Feet From Pavement Not to Scale No[ to Scale Figure B-4-6(a). Figure B-4-6(c). " 1839 Edlllon 1. APPENDIX B I23I-21 UPPER SUCTION PIPE B-4-7 Guide to Circular Cistern Capacity. A ready Detaa D guide to the capacity of cisterns with vertical sides is given cap Fitting List From Cap in Table B-4-7. This Level 4 7(2-inch Nat'I Hose Thread ' 20-241nches Adapter With Cap Above Read 15 inch Min. 6-inch Sthed 40 Nipple Table B•4-7 Level et Ve- 8 z 5 inch Eccentric Reducer Cistern Storage Capacity hicle Wheels 8-inch Welded 45-Degree Elbow When Cistern - in Vse Piping 8-inch Nipple as Nestled Inside Diameter in Feet Storage Capacity per Foot of Depth Support &inch Welded 45-Degree Elbow All Pipa Schad 40 Steel 8-Inch Riser Clamp Welded to Pipe 6 (1.8 m) YlY gal (BOY L) 7 (Y.l m) Y88 gal (1090 L) Root Not to Scale 8 (Y.4 m) S76 ga! (14YS L) 9 (Y.7 m) 476 gal (1801 L) 10 (3.0 m) 588 gal (YYY6 L) Figure B-4-6(Q. NOTE: One cubic foot ~ 7.48 gallons of water. Detail E LOWER SUCTION PIPE WARNING: Reference is made to water depths in cisterns, swim Roof ming pools, streams, lakes and other sources in a number of plains in this Appendix. It should always be remembered that the depth with which 8-Inch Schad 40 Steel Pipa the fire fighter is concerned is the ma6le depth. (See B-5-4.) In a cistern, Anchors tp ba Set at 4 a bottom bed of gravel protecting a dry hydrant inlet, (or instance, Corners and to be Min. decreases the usable depth to the area above the gravel. 1 Inch Thieaded Stock 4 x 4 Foot [/4-Inch 2 Supports to be 1-Inch Steel Anti-Vortaz Plate • Stock and 6-[O Inches From 6lnches aff Bottom B-4-8 Swimming Pools. Swimming pools are an nt- Pipa Welded to Pipe creasingly common source of water for fire protection. Fn'en -Pipe Sleeve in some areas with normally adequate hydrant water sup- Floor Anenor Not to stale plies, they have been a factor in providing protection, such as instances in which water demands have exceeded avail- Support ability because of wildfire disasters, etc. They have an nd- Figure B-4-6(g). vantage in that they are sources of clean water, but Il;tve a major drawback in normally poor accessibility for large ua n.nel.a apparatus. There are some areas of the country in which swimming pool distribution is better than hydrant distribu- ~ 2'6" Inspection -with Plug tion. Should the water supply officer intend to use a swim- ming pool as a supply of water, it is a good practice. to develop these water sources through working with property wau ua pl 4" P.e~casq owners and preplanning. [t should be required that the lire 6einiorced Concrete or department be noti£ed in the event of drainage of such Steel Sized w F it Well p0013. B-4-8.1 Pool Accessibility. if fire department acrossi- wamm Eu bility is considered with the design of the pool, a usable Local Fire Dept Nara water supply may be available to the fire department for O Suction Threand Fitting cpnar wndad to .na cap supplying direct hose lines or a source of water for tanker Pipe 3" Overlap supply. Most swimming pools are built in areas requiring crppna Laval crppnd Laval security fencing or walls, and these can complicate the - problem of accessibility. Fences and walls can bedesiGned ~ Cor fire department use (see Figure B-4-8.1) oq depending Wen 45'30' Deep on constructon, are susceptible to forcible entry by cutlers, Generally nu9 with B" Lightweight Wl11 sledgehammers, etc. Inmost cases, a solution to the prob- ora~a veal type ' clam Shovel Casing, Extended to lams of accessibility can be arrived at through preplanning whmn l3°a+3mtnm and ma call for ton ten the of suction hose, orlable of wen. Y g g P pumps, dry hydrants, or properly spaced gates. Portable. (or floating) pumps designed Cor large volume delivery at limited pressures delivering water to portable folding tanks - nits lp x or fire department pumpers are frequently ideal where ac- scremaa, it cessibilit roblems exist. See A hhendix E-I -2.6. Reguiretl Bottom 10' or Well to Y P ( pY ) Lapel cpnaiepna " ha P.rttraaa c.emg. A swimming pool virtually under the eaves of a burn- maat he canaidead a , " , No Pedoratipns for ing house may be a very poor location from which to pump in all Cease. ° aoa o a p Cifterna. a aaa p if there are problems of fire exposure to the work area, etc. 0 o o " a seana..a l.dganon Pumping from a neighboring pool, if it is close enough, aaa a a a wan caai,y or setting in motion the water hauling program is fre- r- s• min: quently preferable to pumping from the pool of the burn Figure B-4-6(h) Typical well (cistern) with dry hydrant installed, mg house. game design suitsble for cistern if bottom of casing as not perforated. For usable water depth, see B-4.7 warning. 1939 Edttlon 1231-22 SUBURBAN AND RURAL FIRE FIGHTING 1 I ~ sd;' ' ~ ' i he serves by consulting with the builders and installers of these pools. B-4-9 Livestock Watering Ponds and Tanks. Many farms have livestock water tanks and other similar facilities. If the owner is aware of the water needs for the farm's buildings for fire fighting purposes, such tanks and ponds may be so sized as to be adequate in volume for both farm and fire department use and so ]ocated as to be readily available to the fire department. Tanks may be placed on the edge of the barnyard and on a side accessible to the 5re department with the pumper or pump taking suction through a connection on the tank or by auction hose. These watering tanks and ponds are often filled and maintained full by a pump operated by a windmill or by an electric pump. Figure H-¢9.1 Pool ueeuibility. Wberc plain are made before a fire, When a well fitted with an electric pump is used fr)r Ir- it may not take elaborate preparation to us< a swimming pool ns a riga[ion or industrial use, the fuses may be pulled for water supply, periods of time when the farmer or plant does not need the water supply. Therefore, the fire department should B-4-g.2 Pool Capacity. A short-form method of carry fuses for all of the pampa in their district, and provi- estimating pool capacity is: sions should be made for an electrician or a power com- pany employee or someone well-versed in pumps to re- L x W x D x 7.5 =estimated capacity (in gallons). spolid on alt alarms of fire. L =length in feet. W =width in feet. B-4-10 Sprinkler Systems. In some rural areas, the only large water supply may be storage provided for use NOTE: These dimensions may be estimated or rounded of! if of a sprinklered building. The supply may be from an pool is o! stylized construction. underground water distribution system, a pond or suction ll =estimated average depth in feet, from water line. tank with pumps, an elevated tank, or a combination of 1 cu ft water 7.5 gallons these. In many cases, preplan arrangements canbe made to use the water. This is particularly true iC the property Consideration should be given Cor providing more sac- owner is contacted before he installs his sprinkler protec- tion hose on engines responding in areas dependent on tion, as it may be necessary to increase the capacity of the swimming pools. Fast rigging of such suction hose demands storage or to install a hydrant that is accessible to the fire special training. Using long lengths of hose over walla and department and connected to the private yard distribution other obstacles typical of swimming pools demands tech- system. niques other than those used for drafting from ponds or Extreme care must be exercised in the use of water sup- streama. Adequate prefire planning requires knowledge of plies provided for sprinkler protection. A certain amount individual pools so that the method of obtaining water at of water must be retained in these syatetns for minimum the property is known. Lightweight or flexible-type sac- sprinkler protection. A careful study and preplan must be tion hose can be advantageous Cor this purpose. made to determine such use. B-4-g.3 Care itr Uae of Poole. Care must be exercised Some states and municipalities may have special ordi- to be sure structural damage will not be done [o a pool nances requiring sprinkler protection for certain proper- and [he surrounding area if the water is used for fire ties such as nursing homes. Frequently, the water supplies Ctghting, Lightly built cement, gunite, or poured concrete for these systems are minimal and may be from pressure pools may present danger of structural damage, cracking, tanks of limited capacity. Where this is the case, tt is sug- or collapse when drained. There is a Curther possibilitythat Bested that the fire department not consider such supplies a pool in extremely wet soil will tend to Ooat upwards when In [heir planning, as the rural fire department must be drained; therefore, it may be necessary to refill the pool careful that i[ does not disrupt the protection at such aprop- as soonas the fire is under control and tankers can be re- erty. (See Appendix F jot additional informaeion on sprinkle leased fromfire duties. ~ systems.) Some pools are compacted earth covered by a plastic sur- B-4-11 Driven WeBa. Wells and well systems are facing orlight-gauge metal panels placed against such eazth becoming increasingly popular as water supplies for fire or a special fill. Such pools may collapse internally if emp- f ghting purposes at industrial properties, shopping centers, tied. It may be possible to use a limited portion of such subdivisions, and farm houses located in rural areas beyond water sources but not possible to use the entire depth ap- the reach of a municipal water distribution system. patently available. It may be prudent not to use these pools In areas with suitable soil conditions, for instance those at all. of a very sandy nature, it may be possible to use driven Another consideration is whether the ground surround- wells [o obtain water for fire fighting. These wells are, in ing a pool will support the weight of a 5re department vehi- essence, pipes, usually with perforations about the base to cle without collapsing. The water supply officer should permit entry oCwater, driven into the ground. From the study and know the vazious pool limttattons within the area threaded pipe head (or a 5tting attached to the body of ta99 Edltlon w i APPENDIX B 1297-2'; the pipe) a pump connection may be made to draft water PvmPerrtl much as from a well hydrant. Material on this technique w"" Level is available from the U.S. Forest Service. A high water _ - G,.velcpy-i,u nectessary equipment[ fort suhh installationshould havetthe s^ave. a ^„q v aep<nat tg• a, „e r~ svd,.,m oven arwm, a..,, B-5 Dry Hydrants. - wnimmro Top °(svdM.,,, B-5-f General. The use of natural water sources and semen^mstr«msm w"°'t^°'"°" e.aun man-made water sources requires an understanding of dry hydrant construction, as the dry hydrant provides a ready w°"r t°•°' means of suction supply without the longer time often in- _ r^^="Plllea .itn - Cowes stone pr Gravel volved in direct drafting. Although most rural fire depart- r.e^m rspe.aea i^ menu are equipped to draft water directly from fazm ponds stn.m sad n.ipw or streams, and all should be, a dry hydrant [see Figure - Swur Daptn B-S-I(b)] with an all-weather road access is preferable. cprrpoaP aeiln.^t wmismee^ ' witn X" Mev m Opening total gran of Openinpe 4 Tlmee Pip Die. [Mteie pt mean eyw(- ppntl snd nrYm eitep Figure B-5-I(c) De[ails of screen layout -pond and stream sites. B-5-2 Dry Hydrant Construction. Depending upon the desired Bow, the distance to the water, and the dif- ference in elevation between the hydrant and water sowce, a 6-in. (152-mm) or larger pipe is necessary. The pipe and material should be suitable for the use and installed to ig; ; manufacturer's standard. In some areas of the country, t` PVC pipe is being used for the construction of dry hy- drants. (See B-5-2.2.) However, in other areas of the anuf- try, brass or bronze caps and steamer connections are be- ing used along with iron pipe elbows and risers whh asbestos cement or bituminized fiber pipe between risers and the water supply. Pipe and material used should I>c based on local conditions and common usage. Table B-5-2 may be used to determine pipe size of a given hydrant line basing the Bow upon 10 psi or 20 ft ul~ head. Table B•5-2 Gallons per Minute Flow at 20 Feet of Head on Typical 6•in. Pipe Figure B-5-1(a) Dry hydrant. Birnminous Fiber or Steel Cast Iron Aebeatas Cement aye"cev-sie,mer Len th as:co^.wda^ g (C= 120) (C= 110) (C= 130) nwPl°' ax°stomer tp a° Pipe rn,een fi° Eilww aieeem„ 45 k 3,400 3,060 3,650 "°i ze~ s-or t.,xr anew 50 (t 2,300 2,100 4,500 _ - _ c,a„m u,e 100 ft 1,600 1,475 1,700 500 ft 660 615 7Y0 ]0'm to'a~bn^m Pron Pre. Daum 1000 (t 460 425 495 vn(e,ree ' wen, tarot For 51 Unite: 1 (t = 0.305 m; I gpm = 3.785 L/min. - Based upon the Hazen- Wi7liame formula with eatimarod values of C. s,~ ~ Courtery of Dr. Gilbert Leran. e- o, t.,w, Pice A strainer or well screen is needed for the auction end P,P~°eee.~.. o,e.y nytl,„,e °a.,,,~m~a,,, of the pipeline to keep foreign materials out of the pipe send the pumper using the dry hydrant. A well screen as a Figure B-5-1(b) Dry hydrant construction. [See Figure B-5-2(r).] strainer is shown in Figure B-5-1(c). However, a strainer NOTE: Riser should be protected by post if subject m damage may be constructed by boring '/s-in. (6.4-mm) or s/s-in. by auto or fire equipment. (9.S-mm) holes through the pipe. The holes should be - "Steamer should he fire deparunent's hard suction hose size and thread spaced on '/~-in. (12.7-mm) centers, with at least 12 rows tyPe~ drilled. Total area of strainer holes must exceed four times 1989 Edllion 1231-24 aUBUABAN AND RURAL FIRE FIGH'CING the area of the diameter of the pipe. The end of the pipe (102-mm) strip should be reserved on the pipe to be in- should be plugged, placed in the deepest portion of the stalled on toP to reduce the possibility of whirlpool during pond or other water source, and raised off the bottom about drought pertods. 2 R (0.6 m) so it will be above any silt that may accumulate. The strainer should be covered with crushed rock to ex- ~ - clude marine growth and to prevent mechanical damage. a For stream bed installations, the strainer must be buried ' ^'y~, deep enough to prevent scouring action of the stream dur- ~ _ ing periods of high runoff from exposing the strainer and tearing it loose from the supply pipe. 1'he depth at which the pipe is installed should be below the frost free depth for the area. This depth may be obtained from a hydraulic engineer, university extension service, or the U.S. Soil Conservation System. [See Figure 8-5-1(b).] _ For a dry hydrant, the pipe should be laid at a minimum slope [2 or 3 in. (50.8 or 76.2 mm) per 100 ft (30.5 m)] up to the hydrant riser. The riser on a dry hydrant should be exposed above ground approximately 24 in. (610 mm). B-5-2.1 Pressurized Dry Hydrant Sources. There can be two types of pressurized dry hydrants- Figure B-5-2.2(a) A dry hydrant innovation hpsliminatad the top those flowing through a dam (or dike) and those coming 90° or 45° elbow on each hydraet. - from an uphill water source emptying at a point downhill (Pho+o by NahaaW Polunkrr Fix tApaxnun+, Nerrh C.rofiaa) from the source. Although [he water source uphill can be of extreme advantage when flowed to a downhill source, n, "-'""s'"""'t"~I«.." a major disadvantage could lie in the burying of the PVC _ pipe below the frost level. For a pressure hydrant, the pipe F~ t~),. should be sloped downhill to the hydrant riser and be fitted t with a gate valve. Where the supply liue passes through the dike of a pond, anti-seep collars sbould be attached to the pipe to prevent water from seeping and channeling beside the pipe. B-5-2.2 Design Features and Step-by-Step Procedures for Installing a llry Hydrant Using PVC Pipe. "[-he design of dry hydrant installations have been carefully planned to incorporate several desirable advan- tages that tend to bring the installation of the PVC dry hydrant within the manpower and financial resource of a large number of rural fire departments or the property owners; however, in areas where other types of material - are used, such materials may be substituted for the PVC Figure B-5-2.2(b) Hard suction hose is connected to the pumper. i e and f [tin a. The desi n Features are listed here to The driver maneuvers she truck as the fire fighter walks the suction P P g g end of the hose to the dry hydrant. An "O" ring in the Plastic "L" simplify the understanding oC the installation of the dry provides a tight fit and allows the operator to draft. Thts :e a quick hydrant. and simple method to connect the pumper to a dry hydrant. I. Design Features for Dry Hydrant. A. I[ is recommended that dry hydrants be constructed II. Step-by-Step Procedures for Installing a Dry Hydrant. of 6 in. (152 mm) or larger piping and fittings; however, (Installation is made easy by some simple preplanning.) for very short lengths of pipe, 5 in. (127 mm) may be A. Consider average water level at piping entry location. considered. B. Lift in excess of 15 R (4.5 m) needs to be avoided B. No PVC piping or fittings of less than schedule 40 [22 ft (6.8 m) maximum[. should be wnsidered. C. It is recommended that a backhce or similar ditching C. All piping or fittings exposed to sunlight should be equipment be utilized to excavate entire ditch to a horizon- primed and painted. tat elevation 3 ft (0.9 m) below water level D. A minimum number of 90 degree elbows, preferably D. The ditch should be excavated beginning at the most no more than two, are suggested to be used in the total distant point from the water (riser location). Maintain a system. reasonable level and dig the ditch into the pond. E. All connections should be cleaned and properly E. The horizontal and vertical portion (pipe and riser) cemented so as to have all connections airtight. should be assembled and lowered in one piece, as ditch F. The strainer may be formed in the end of the pipe should now have water its entire length. by drilling 960, s/e-in. (9.5-mm) holes along piping. A 4-in. F. Back-filling should begin at the riser. It is suggested 1Ba9 Etlabn t APPENDIX B IZ31-I.) that the soil around the riser be tamped so it is rigidly sup- Particular attention should be given to streams and ported with surrounding soil. ponds. They may need freyuent removal of debris, dredg- G. The ditch water is automatically forced back to the tng or excavation of silt, and protection from erosion. 7'he water source as back-filling is completed. This area should hydrants should be tested at leas[ annually with a pumpt~r. be firmly packed so as not to have low areas occur at a Back flushing, followed by a pumper test at a maximum later date due to the settling of the soil. designed flow rate, with records kept of each teat, is high) H. At this point is is necessary to have personnel enter desirable. Tests of this kind will not only verify proper con- the water and place cement blocks, gravel, or other perms- dition but also keep the line and strainer clear of silt anal the water supply available for any fire emergency. _ Went supports underneath pipe in the water. The support should be heavy and prevent piping from coming in con- The pond should be maintained as free of aquatic gro~~~l h tact with bottom of water source. The strainer or well as possible. USDA Farrner's Bulletin, "Waterweed Cnn- screen is now to be covered with 12 in. (305 mm) of coarse trol on Farms and Ranches," is a source of good inforrtta- gravel to secure it in place and to prevent movement and tion on this subject. At times it may be necessary to drain must be at least 2 ft (0.6 m) under water. The supports the pond to control this growth. can also be secured to the pipe with rnpper wire to stabilize Inspections should include eafety procedures such ~ , piping. posting warning signs and seeing that life preservers, rope:. I. In rapidly moving streams, the pipe will need to have etc., are available. Particular attention should be given In special protection against the rapidly flowing water and local authorities' regulations governing such water points. various debris and materials washing down the stream It is important to consider appearance of this water against the pipe. point. Grass should be kept trimmed and neat. The hy- drant should be freshly painted as needed. The cap ran B-5-3 Maintenance of Dry Hydrant. These facilities be painted a reflective material to improve visibility clur- require periodic checking, testing, and maintenance at least ing emergencies. All identification signs should be ap- quarterly. Checking and testing by actual drafting should proved by the Department of Transportation prior to ro- be apart of fire department training and drills. Thorough stallation if they are to be on the right of way or come under surveys should reveal any deterioration in the water sup- state Taws. ply situation in ponds, streams; or cisterns. Location end Olnctions Depth of Water Above Intake Date DATE DEPTH AMOUNT CONDITION DRV HYDRANT OF BY OF Of WATER OF EROSION WEED ROAD SIGN REMARKS INSP. WATER AVAILABLE WATER TEST FLOW CONTROL CONDITION - Figure B-5-3.1. 1888 Edltlon a Bill of Materials _ Quantity `Item j~ `R c 1 Ea. Dry Hydant Adapter-Sch 40 PVC / / D' \ ¢ 6" To 4h" Suction Line 90° Bend ~ t' ~ i Ea. Strainer with Snap Ring / ~ \ tj 1 Ea. Hydrant Cap - ~ d 1Ea. 6"x 3'~"PVC Strainer Site ' 1.3 mi Courthouse .J ~ u t 6" Sch 40 PVC 90° Bend All Weather Drive Ga. 98 ~ ~ X-X -X 70 L Ft 6" Sch 40 PVC Pipe ~c ti ~ 6 Ea. 6" PVC Couplings-Sch 40 p Ug E ~ 1 Ea. Can PVC Glue 447 C C Hydrant Pond Quantities m O1~ Spume of Water-POM and Stream a Size of Normal Pool 0.84 AC. m Olin Vaughn Home Size of Drought Pool 0.38 AC. 2 - Minimum Draw-0.5 Ft. > - Maximum Draw-11.5 Ft p Available Water At Normal Level 993,778 Gal. C General Location Hydrant Locaticn Y-6" Available Water At Drought Level 338,862 Gal. Ground Line r +1 EI. 106.5 ti'-0" 4'-0" T 105 EI ~ 0 Normal Water + S 8'-0" y Natural Ground 2 C1 Normal Water Level 100.0 100 i 1986 Recorded Drought Level 97.0 ~3'~" 95 EI. 95.0 63 -10 EI. 95.5 Pipe Line Dimensions 0 70 20 30 40 50 60 Profile of Pipeline Figure B-5-3.2(a). - APPENDIX B 1231-27 General Layom [ions of the water supply before the fire occurs. A suitabl-~ approach may call for a roadway. However, at some sitr.c a and in some areas of the country, it may not be necessary that a roadway be constructed due to soil conditions. Other n~ee.ee~ L.ke sites may already have roadways provided or pavement in- y 's~-.~-_~~ " stalled with the construction of an entrance way or a gate I necessary to give access to the water supply. Other saes 9 may be reached by foot only and may necessitate that a a path be constructed and maintained so that portable pumps may be carried to the site. Each site must be evaluated by so«,rk Lewes the water supply officer to determine the best way, within the fire department's means, for using the water supply. e~-[~~ B-6-2 Roadway Access. Most man-made lakes are con- a~_ t- strutted with heavy earth-moving equipment. In order frm the property owner to construct a roadway for fire depar ment use, the water supply officer should make the prod erty owner aware oC the needs of the fire department wh il~ the heavy equipment is still on the job. Table B-6-2 details Figure B-5-3.2(b). considerations that should be kept in mind when planning access. B-5-3.1 Maintenance Record [or Dry Hydrant. It is Table B-6-2 suggested that a record of inspection be maintained with Recommeudationa fur Roads to Water Supplies a separate card on each dry hydrant. (See Figure B-5-3. L) Width: Roadbed - 12 R (3J m) Tread - 8 (t (2.4 m) B-5-3.2 Map and Location/Detail Drawing. An of- Shoulders - 2 R (0.6 m) ficial record should be kept of all pertinent information recommended for each dry hydrant area. An example of Alignmeut: Radius center line curvature - 50 ft one type is Figure B-5-3.2(a). Additional information could (15.2 m). be kept in format such as shown in Figure B-5-3.2(b). Both Gradient: Maximum sustained grade -.8 percent. will provide invaluable information whenever the need for ' such is required. Side Slopes: All cut and fill slopes to be arable for the soil ' - - involved. ' B-5-4 Useful Depth of Water $ource9. Careful note Urainage: Bridges, culverts, or grade dips at all drain- must be made of the fact that installation of dry hydrants, ageway crossings. Roadside ditches deep as noted in Section B-5, calls for care in measuring water enough ro provide drainage. Special drain- age facilities (tile, etc.) at all step areas and storage capacities. The useful depth of a lake with a dry high-water-table areas. hydrant installation, For instance, is from the minimum foreseeable low-water surface level to the top of the sue- Surface: Treatment as required for year-round travel. [iOn strainer, not to the bottom of the lake, and must be Erosion Control: Measures as needed to protect road diches, not less than 2 ft (0.6 m) of water. This becomes a very cross drains, and cut end (ill slopes. important point where hydrants are installed on a body of water affected by tide or on a lake [Prat is lowered to Load Carrying ' maintain the flow of a river during drought conditions or Capacity: Adequate to carry maximum vehicle to generate power. A pump suction requires a submergence load expected. below the water surface of 2 ft (0.6 m) or more, depend- Condition: Suitable for all-weather use. ing upon the rate of pumping, to prevent the formation of a vortex or whirlpool. Baffle and anti-swirl plates may ' be added [o minimize vortex problems and allow additional $_6-2.1 While the roadway is being developed to the water use. The vortex allows air to enter the pump, which water supply, consideration should be given to providing may cause the loss of the pump prime. Therefore, pump- an 80-ft diameter turn around for the tankers. Where con- ing rates must be adjusted as the water level is lowered. ditions at the supply do not make a turn around feasible, This factor should he considered by the water control of- a large underground pipe transmission line may be laid titer when estimating the effective rate at which water can from the water supply to the highway and [he tankers filled be drawn from all suction supplies. Floating strainers may on the highway right-of-way. However, a turn around or reduce the need fora 2-ft (0.6-m) usable depth. looped facility will still need to be provided at the fill point on [he right-of-way. B-6 Access to Water Supplies. B-6-1 General. 1'he fact that an adequate water supply $-6-2.2 Bridges Used as Water Points. In some states, is in sight of the main road does not assure that the water afire department cannot use a bridge [o pazk a tanker while can be used for fire fighting purposes. Many times, it is it is being filled, thereby blocking traffic on a state road. necessary that a suitable approach be provided to reach However, the fire department may be able [o use the water within 10 ft (3.05 m) of the water supply. This needs to source by moving the fill point offotthe bridge to the right- be done and the department trained in the use and limits- of-way. Therefore, the department needs to check with the 1889 Edition I23I=Y$ SUBURBAN AND RURAL FIRE FIGHTING state DOT and abide by the appropriate laws governing B_7-1.4 Effect on the Fire Service. The long-range the situation. nature of the bridge problem makes it a matter for serious consideration when planning purchases of apparatus. B-6-3 Dry Hydrant with Suction Line. In some cases, Tanker size especially must be restricted to gallonages that it may be desirable to install a dry hydrant with a suction will not cause overloading. Any situations, such as an area line in lieu of an access road. This may be true in marsh isolated by an unsafe bridge, that may require particular or swamp areas. In thiscase, the fire department will have equipment should be anticipated. access to the hydrant from the shoulder oCthe main road. Whether or not a fire service would be held financiall So as not to block the road during pumper operations, a Y suitable parking azea on the shoulder of the road should responsible for damage to a bridge would depend on state be provided. Basic recommendations in Tab1eB-6-2 can law; however, a good policy for every rural fire depart- be useful in the design of such an area so that pumpers ment is to check the bridge load restrtcttone before pur- can be used efficiently and safely. chasing a new piece of apparatus. The lighter the equip- ; ment, the more bridges the department may be able to use. B-7 Bridges. B-7-1.5 Fire Department Responsibility. The fire B-7-1 General. It is expected that the general condition department should check every bridge in its response dis- of the bridges in most of our states is poor. A large number trios, both primary response and mutual aid, to be sure of these bridges are very old, and many that were built that all bridges will safely carry the fire department load. for farm-to-market-type use are now in urban areas with This may not be the overwhelming task it appears. In view greatly increased traffic loads. of the current use of computers by state highway depart- ments to inventory their bridges, load limits may be readily The condition of the nation's bridges was brought to the available. public's attention in the late 1960s when the collapse of The fire department will need [o make whatever special a large bridge received headline reporting from the news provision ie indicated to protect an area isolated by an un- services. Furthermore, it developed that many of the states did not provide complete bridge inspection and mainte- safe bridge. For example, providing a temporary station nance programs. to house equipment in the isolated area, using a pumper taking suction from the river to pump water across the B-7-1.1 Federal Legislation. As a result of this bridge bridge through large hose lines, or servicing the area from failure, the Federal Highway Act of 1968 was passed, which another station that has a safe bridge to the area or, even required, among other things, that ali states, counties, and better, does not have to use a bridge to respond. cores receiving federal highway funding implement apro- B_8 preplanning Water Supply. gram to inspect each bridge in the federally funded system every two years. Additional bridge collapses prompted am- B-8-1 Preplanning. Structures within the district of re- mendment of this law in 1976 to include all bridges on the sponsibility of the fire department should be surveyed in public roads system. accordance with Chapter 2. The water requirement should be calculated, and the type and amount of equipment that B-7-1.2 Bridge Inspection Programs. During the last should respond on first alarm should be designated. The few years, a nutnber of states have set up bridge inspec- response of fire apparatus, in conjunction with capacity of lion programs and the current safe tonnage is being posted. tankers, travel distance to haul water, and the volume of Over the entire county, a large number of bridges have water supply, can then be arranged so that a constant Ilow been restricted to below the legal weight limit for which to equal the water flow requirements is obtained. The pro- the road and bridge were originally designed. cedure should be verified under training conditions prior One state with over 15,000 bridges reports that 50 per- to a fire emergency. This training exercise should include cent of all its bridges are now posted below the original the spotting of equipment [o protect the fire property and maximum load limits and 25 percent of these bridges are the exposures, exploration of the water sources, designa- unsafe for use by a fully loaded school bus or normal fire lion of fire lanes or routes, and review and modification department equipment. of the operations to meet unusual conditions. Aircraft and aerial photographs may be very helpful in B-7-1.3 Repair Programs. The highway departments the survey of static water availability. Such photographs are doing what IIIey can with the money available to im- are usually available from the county agriculture depart- prove the situation. Priority is given to bridge upkeep on ment or the county office of planning and zoning. Topo- primary roads, with the bridges on the less important roads graphical mays Crom the U. S. Government also may be having to take what is left. Some highway departments are of value in this survey. However, the value may be deter- upgrading or raising the tonnage on their bridges as much mined by the date that the map was made or revised since as possible with repairs; however, many cannot be brought an out of date map may prove [o be of little value. Once up to standard without complete rebuilding Most states sites are located, they need to be prepared for use accord- do not have money available for such an overhaul program. ing to the directions in this section, Appendix B. In some states, the state highway depaztment has con- sulted fire officials, explained the situation, and required that the fire department list theunsafe bridges in order of their importance [o the fire service. The highway depart- - ments are then attempting to upgrade these bridges on the _ basis:of fire department priority. 1999 Etlabn APPENDIX C 1281-29 Appendix C Water Hauling In building and buying nonstandard apparatus, utmost care must be exercised to consider safetyand serviceabil- ity of the equipment as well as the safety of the member This Appendix is not a part of the requirerkntr aJ lhii NFPA document, 6ul ship of the department. A department having to depe?~! is ineludedJor information purpora only. on a mixture of tankers designed primarily for other use may need expert assistance in checking the equipment foi C-1 Moving Water by Mobile Water Supply (Tanker). safety before putting it in service. C-1-1 General. The fire service has always experienced If satisfactory service is going to be obtained from fire control difficulties in isolated areas. The difficulties tankers, the size of chassis necessary to safely carry the load, _ have been many and varied, but one of the big factors is the horsepower of the engine necessary to perform on the the lack of an adequate water supply. An adequate amount road and at the fire site, the completed vehicle's weight of water for control and extinguishment is a major consid- distribution, and the gear [rain combination best suited eration of most rural fire chiefs and influences the major- for the operation in that specific locale are items that must ity of their fire fighting decisions. A portion of the training be carefully considered in the purchase or construction of of the rural lire department is taken up with engraving on the apparatus. The apparatus components, such as baff- the mind of the membership the need for the conservation ling oC tank and center of gravity, are just as important of the meager water supply that is available in many areas. as the engine, axles, and other drive line components and This situation of a limited water supply at a working fire must not be overlooked. in a rural area demands the best in all phases of fire fight- Some fire departments, where their pumpers are ing. Therefore, this Appendix discusses the procedures for equipped with large booster tanks, have retrofitted these moving water in those areas where there are no municipal- pumps with a dump system. type water distribution systems with fire hydrants. Should the water supply be a dry hydrant, a lake, a cistern, a swimming pool, etc., some means must be pro- vided for transporting the water from the supply to the fire. C-1-2 Purchase or Construction of a Tanker. In the Most fire departments aze using a fire depaztment pumper planning or construction of a tanker, it is necessary that (having a pump capacity of 750 gpm or more and having careful attention be given to assure that engine, chassis, a minimum 500 gallon tank). ba111ing, center of gravity, and brakes of adequate specifica- As this vehicle is always assigned to the supply, some bons are obtained. NFPA 1901, Standard on Aulamottue Fire departments provide it with li[de equipment beyond the Appara[tu, covers tankers, and it is suggested that this stan- pumps, the necessary hose for loading the tanker and some Bard be carefully followed. The tank should be properly preconnected hand lines. constructed and ba(]led. Particular attention should be paid Several departments report that they have developed to flow rates to and from the tank. Consideration should be given to discharging the tanker to the receiving velli- water supplies where the pumper is actually driven into cle, portable tank, or other equipment as rapidly as possi- shallow water at the water supply. Others have developed ble to get back on the road and bring another load of water a trailer with a pump and the [railer is pulled to the water to the fireground. Some departments are installing very supply. Still other departments have received good service large dump valves with gravity flow; while other depart- from apermanently installed pump at the supply. menu are providing a pump wtth a jet dump arrangement Over the years, rural departments depending on hauled to reduce the time of emptying tankers. water have tended to utilize anything that will carry water Terrain to be traveled, weather to be encountered, and and have exercised a great deal of ingenuity to make it bridge and road conditions must be considered in buying work. Recently, there has been a trend in fire departments or building safe tankers. in rural areas to use "standard" pumpers and tankers with tanks in the 1000 to 1500 gal (3785 to 5678 L) range. Giant It is suggested that, For a tanker with a capacity greater steps have been made in such tanker techniques as loading, than 1,500 gal (5678 L), it may be necessary to utilize a unloading, and maintaining a continuous fire stream, semitrailer or tandem rear axles; depending on tank size based on the fire flow study, during the entire fire fighting and chassis characteristics. Certain types of chassis may operations. In this publication, a tanker is defined as a fire not provide safe carrying capabilities, and a dangerous apparatus, the primary purpose of which is to move water vehicle could result from assembly. Safe, reliable equtp- from asource to the fire site. This is in contrast to a fire ment that at least meets the minimum standards is a must. engine having a booster tank (no matter how large [he It is further recommended that the maximum water tank tank), which wilt be placed at the fire to supply fire lines capacity for tankers should no[ exceed 4,800 gal (IS 16E3 f. or placed at the water source to load the tankers. or 20 tons of water). In some cases, it may even be found Tankers are necessary for most rural departments and that the cost of two smaller tankers will be little more, if may be a big asset to a department having a weak muni- any, than the cost of one large tanker. The mobility, cost cipal-type water system. While specially built and designed of upkeep, and highway bridge weight restrictions may con- tankers are ideal, many fire chiefs are facing fires without vince many rural Sre departments of the need to restrict adequate standard equipment. Since the job of putting out the weight of their mobile water supply tanker. Fires will require, on occasion, water-carrying capacity far Each load bearing fire and rim of the apparatus should above normal capability, a sound mutual or automatic aid carry a weight not in excess of the recommended load lirr program is necessary and far superior to makeshift equip- truck tires of the size used, as published by the fire mantt- ment that is not designed for emergency service and is facturer's rating, when apparatus is loaded. Compliance unsafe. should be determined by weighing of the loaded apparatus. 1888 Etlition I2El-SO SUBURBAN AND RURAL FIRE FIGHTING ~.'-1-3 State llegulations. Table C-1-6 1600 Gallon Mobile Water Supply Regardless of rear axle configuration, definite considers- (Tanker) Gravity Flowe [ion should be given to the state legal weight per axle re- Discharge quirement. All states have single axle weight limits, which outle°'" Time i". Inches Minutes are imposed solely due to road surface conditions and 2/ (65 mrn) 20 longevity of highways. Although axles are designed to cazry q (l la .n.n) 7 their rated weight, and vehicle 'and fire department 6 152 mm 5 planners can specify precise chassis requirements to be to (20o m.~) t within the safe tolerances of total vehicle operation and 12 (sos mrn) t ~ weight, this still does not legally permit the fire apparatus ~ - to exceed the state's legal weight rating per axle. Since some axle weight ratings are 26,000 Ibs, the consideration and attention paid to state single axle weight limits can become ' quite significant. Adequate size plumbing is also important in those The use of dead (or dummy) axles serves only to reduce tankers equipped with a pump with a jet dump arrange- the weight per elxle load (on weighing scales). In no man- men[. Many jet dump tankers are capable of discharging ner does it allow the engineering parameters of motor, at the rate of 1000 gpm (3785 L/min) or more. ' transmission, drive shaft, brakes, etc. designed for the Proper venting is a prerequisite to the common evulu- GVW of the chassis to be functional. Using a nonworking [ions of filling and emptying tanks, but it is imperative to axle for load carrying purposes does not make aroad-safe rapid filling and discharging of tanks. There must be ade- chassis. goats provision for air to be driven from the tank whe? it is being filled with water and to enter the tank when that C-1-4 Mobile Water Supply (Tanker). In general tank is being emptied. It is recommended that as a mini- terms, mobile water supply vehicles or "tankers" are units mum the vent opening should be four times the cross-sec- made for specific water hauling requirements. In some tional area of the inlet. Inadequate venting can result in forest service areas, where fire fighting is off the road and the tank being bowed outward when it is being tilled up steep grades, a 200 gal (757 L) slip-on unit is a tanker. rapidly, or in impairing the discharge Oow when emptying. East of [he Mississippi River, there is a trend in fire depart- An 8 x 8 in. (203 x 203 mm) vent extending approx- ments in rural areas [o use tankers in the 1,000 to 1,500 imately 12 irr. (305 mm) high is an adequate vent size. Also, gal (3785 to 5678 L) range. In Oat areas west of the Mis- a 3-in. (76-mm) overflow pipe is suggested in NFPA 1901, stssrppi, fire departments successfully use tankers with Standard on Automotive Fire Apparatus. This overflow pipe capacities of 3,000 to 5,000 gal (11 355 to 18 925 L) and located in the vent pipe area has worked very well for a occasionally more. number of departments. In many parts of the country, terrain and bridge and Adequate pump-[o-tank plumbing size is also essential road weight restrictions limit the capacity of tankers to the to provide for rapid discharge of water from a tanker 1,000 to 1,500 gal (3785 to 5678 L) range. (See B-7-1.) through its pump. Many pieces of fire apparatus are in However, the department operating tankers with capacities service that cannot deliver the full capacity of their pumps of 1,000 gal (3785 L) or more will normally find it easy from their tanks because of undersized tank-to-purnp to meet minimum water requirements outlined in this pub- plumbing. In a tanker operation in which the emphasis lication where water supplies are readily available. may be placed on rapid low pressure emptying of a tank, It is desirable to have tankers of similar fill and discharge this can be a major limitation of efficiency. capability and equal water-carrying capacities to prevent Of major concern, in a water hauling system involving them from "stacking" at the fill and discharge points. tankers, is the fact that the tanker may not be completely filled at the source of water or water supply or completely C-1-5 Tank Baffles. Some consider the age-old problem emptied at the fire. Some tankers are so designed that as associated with tank ba[Ilea or swash partitions as the weak- little as 10 gal (3S L) of water is left in the tank. while others est and most dangerous area of fire engine and tanker may have 100 gal (379 L) or more. design and construction. Considerable improvements have Applicable NFPA standards such as NFPA 1901, Slau- been made in baffles since the advent of the computer age. dard on Automotive Fire Apparatus, contain data on adequate Poor baffling has been responsible for many accrdents and plumbing. Many departments are now exceeding the nomi- each year accounts for a number of deaths throughout the nal pipe size requirements for their pumps in order to country. Therefore, careful consideration must be given reduce friction loss and increase their capability to rapidly to baffles by the designers and builders of the tanks. empty a tank by'use of the pump. A reasonable guide is to have at least one baffled com- partment for every 250 gallons (946 L) of water. This is C-1-6.1 Fill Line Couplings. Often, time wasted at not intended to imply that small tanks (250-300 gallons) tanker fill locations is due to difficulties in making and do not need baffles. breaking a 2'/x-in. (65-mm) threaded coupling between fill pumper and the tanker..If this is the case, considerable time C-1-6 Plumbing. It is important to have an outlet of may be saved by using either a quarter turn coupling, or adequate size to empty the tank. The reason is evident some type of Oexible hose with a yuick discharge, specially when the times to empty a 1600-gal (6056-L) mobile water designed large diameter fill pipe, or a rapid fill device that supply tanker by gravity flow are considered. (See Table drops into the tank fill opening, thus providing quick break- C-1.6.) away from the fill supply. teen Emlioa I , APPENDIX C I7,3I-3I C-1-7 Weight Distribution. Weight distribution is all- Weight of the body to be added to the chassis is a com- important in the handling of a heavy piece of fire apparatus bination, primarily, of the steel and other materials used and should be properly designed into the unit and then in the body, the water in the tank itself, and the cotn- verified by actual weighing of each axle. Only a slight ponen[s added to that basic list: such items as, for exarn- change in the load carried or the distribution of the load ple, any reels, hose, or miscellaneous equipment planned. may cause the design limits of the truck to be exceeded While it is not necessary to make an individual calcula- and turn a safe vehicle into an unsafe vehicle. lion for minor items (minor in terms of weight), it is cer- Figure C-1-7 provides information as to data necessary tainly important to calculate weight distribution of items to figure accurate weight distribution and how to use this of a few hundred pounds or more. data to make the weight distribution calculation. This appendix does not attempt to provide complete in- Data required pertains to "as is" weights of the chassis formation on tanker construction or the weight distribn- to be used, dimensions of the chassis, and weights to be lion of such a tanker. The chassis manufacturer's recmn- placed on the chassis. ' `As is" weights are best determined mended weight distribution -generally expressed as :t by weighing the chassis, with sepazate weights obtained percentage of total weight, including both chassis and tLr. on front and rear axles. If the unit has dual rear axles they weight placed on that chassis for front and rear axle(s) - - should be weighed together. In some cases, particularly is a prudent guideline as to the final weight distributit~~i in using a new chassis, this data may be obtained from [he desired. Component weights may be obtained from tb~ agency providing the chassis, but it should be noted that manufacturers of those components. Steel weights may be such items as changes in lire size, lengthening, shorten- obtained from the steelyard providing the material. ing, or reinforcement may alter such standard factory-pro- C-1-8 Turning Radius and Wheelbase. An important vided data, and it is consequently preferable to weigh the consideration in tanker shuttle operations is the area chassis upon starting construction planning. available for turning. Since the tanker may be called upon I-- aL-{ to reverse direction or to maneuver for position at the water 4-esc-~-ce ~a6C--~ source or the fire site, a multiple of small single axle tankers ce~ with 12-in. (305-mm) quick dump or 6-in. (152-mm) jet ~q~- cn~~Ar dumps may actually move more water to the fire location r than longer wheelbase tractor trailers and dual tandem axle Q+ O+ ~ O+ O+ O+ -J tankers. ~sn-y ~--cn~nr s~r.--we~ C-1-9 Tanker Modification. A warning is in order that ~ wa special care must be used when modifying a tanker built BBC _ Bumper to back of cab for one purpose to use for another purpose, such as the BA a Bumper to center line of (root axle prevalent practice of adapting an oil tanker to fire service. CE - Back of cab ro end of frame The majority of oil or gasoline tankers are constructed to CA = Back of cab to center line of real axle or tandem carry a volatile liquid whose specific gravity is less than suspension that of water. When utilized as a water tanker, [he weight AF = Center of rear axle to end of frame FH = Frame height may exceed the manufacturer's permissible gross vehicle BL = Body length weight limits. For this reason, it may be prudent to reduce FA = Front axle weight the tank's size to avoid undesirable effects on weight dis- RA Rear axle weight tribution. However, in doing so, special attention should B - Body weight -Weight of complete body to be installed on chassis be paid to the problem of altering the center of gravity, PL - Payload weight -Weight of commodity to be which makes [he vehicle's cornering chazacteristics more carried hazardous. A - Distance from center line of rear axle to center line of body or payload Special attention should be paid to [he baffling of such Center line of body (at S4 6ody length) tankers, and [he truck should be rejected if it does not meet WB - Wheelbase distance -Distance between center line the demands of cornering, braking, and acceleration re- of front and rear axle or tandem suspension. quired by the fire service. Terms: Other special considerations: Astainless steel milk tanker Chassis - Basic vehicle cab, frame, and mooing gear may be made out of very light gauge metal with no baf- Curb Weight - Wight of chassis only (lin whatever and be difficult to baffle crosswise and Cross Vehicle Weight (GVW) -Total of curb, body, and payload g weight lengthwise. The weight carried by [he front and rear axle may be calculated from The steel used in gasoline tankers will corrode extremely the following formulas: fast due to the uncoated interior of such tanks. In addi- tion, the steel used is not of the copper-beazing or stainless (B + PL) A - FA (Front Axle Weight) type used in most fire apparatus tanks. wB Aluminum fuel oil tanks have been found to be subject (B + PL) - FA _ RA (Rear Axle Weight) to corrosion from chlorinated water and corrosive rural water supplies. They may have a life expectancy less than Figure C-1-7 Wefght distribution for ankere' that of steel if not properly coated and protected. Dimensional data is easily obtained by use of a tape There is an inherent danger in modifying gasoline measure or carpenter's ruler. Again, it may be available tankers -that of an explosion. All gasoline tanks should from the source providing the chassis but should be be thoroughly steam cleaned before modifications requir- - verified. ing welding are undertaken. 1a99 Etlabn 1231-32 SUBURBAN AND RURAL FIRE FIGHTING The gasoline and milk tanker are usually designed to The dumping time (A) and filling Cime (13) for the for- be filled with the product each morning and to distribute mula may be determined by drill and by close study of that product during the day under normal traffic condi- water sources. Equipment does not have to be operated bons rather than emergency conditions as is the case with under emergency conditions to obtain travel time (T), as fire equipment. An oil tanker or milk tanker is not required this may be calculated from the following equation: to stand in [he smtion fully loaded day after day. T = 0.65 + XD. Weights of Various Fluids Milk - 8.5 Ibs/gal T =Time in minutes of average one-way trip travel. Water - 8.3 Ibs/gal D =One-way distance. Gasoline - 6.2 Ibs/gal When an apparatus is equipped with an adequate en- gine, chassis, baffling, and brakes, a safe constant speed C-1-10 Driver Training. An important consideration of 35 rnph can generally be maintained on level terrain, frequently missed by the rural fire department is that of in light traffic, and on an adequate roadway. Where con- driver training. Tlrere are few people trained to drive a ditions will not permit this speed, the average'safe con- tractor trailer combination under emergency conditions, slant speed should be reduced. and the fire department planning to use one must train Using an average safe constant speed of 35 mph. for-it. Even atwo- or three-axle vehicle used as a tanker will probably have driving characteristics highly unlike X = 60 60 = t 70 other apparatus, and driver training is a must. average safe constam speed 85 mph C-1-ii Calculating Water-Carrying Potential. Two Precalculated values for "X" using various mph have primary factors to be considered in the development of tank been inserted into the preceding formula (T 0.65 + water supplies arc the amount of water carried on initial XD) as follows: responding units and the amount that can be continuously Table C-t-11(a) delivered thereafter. A number of fire departments have developed water T = 0.65 + 1.7 D Constant Speed of 35 mph hauling operatkurs to the point where they have amaxi- T = 0.65 + 2.0 D Constant Speed of SO mph mum continuous flow capability (a sustained fire Oow) of T = 0.65 + 8.4 D Constant Speed of 25 mph 1,000 to 2,000 gpm (3785 to 7570 I,/min) at [he fire scene. T = 0.65 + 3.0 D Constant Speed of 20 mph This, of course, requires a number of tankers to haul such T = 0.65 + 4.0 D Constant Speed of 15 mph large quantities of water, with a developed water source These formulas make it possible to plan water available _ near the fire sire. To improve the safety factor by reduc- at any point in an area. As an example of how to calculate ing congestion on the highways, the departments often send the water available from a supply where the water must the tankers to the water source by one road and use another be trucked to the fire scene, consider the following applica- route for the tankers to return to the fire scene: Therefore, lions of the formula: the time for the department to travel from the fire to the water source (T,) may be a different time than the travel If tank capacity (V} is 1500 gallons (5678 L), time (A) time back to the fire (T,). The reduction of congestion on to fill the tanker wuh water is 3.0 minutes and the time the highway provides for a safer operation and may in- (B) to dump the tanker load of water into a portable tank crease the actual amount of water hauled, is 4.0 minutes. An appropriate }'ormula to calculate the maximum con- The distance (Di) from the fire to the water source is tinuous [low capability at the fire scene is: 2.10 miles. As the tanker returns by a different road, [he distance (D,) from the water source is 1.80 miles. - First, solve for Tt, the time for the tanker to travel from Q - - - u_ - lob the fire to the water source and then for Tx, the time for n + (T. T,) + s the tanker to travel from the water source back to the fire: where: llue to good weather and road conditions, the average Q bJ:,ximum continuous now capahility in gallons per tanker speed going from the fire to the water source is 35 minute; mph. V Tanker capacity in gallons; Therefore: A Time in minutes for tanker to drive 200 ft (61 m), - dwnp water into a drop tank, and return to start- ing pr.~inq T, = Time in minutes for tanker to travel b~om fire to T = O.6S + XD. water source, given by formula T, = 0.65 + XD, 1.7 l.cee Table C-]-17(b)1; ~ D, = 2.10 miles 'I'x Time in minutes !or came tanker to travel from At a contrast Speed of 35 mph water source back to Ire, given by formula Ta T, 0.65 + 1.7 Dt 0.65 + XIh [set Tabft C-1-11(b)]; _ B a Tiwe in minutes !or tanker to drive 200 ft (61 m), T~ = 0.65 + 17 x 2.10 fill tanker at water source, and return to starting Ti = 0.65 + 3.57 poinq - 10% ~ Anrount of water supply (tanker capacity) con- ~ t 4.22 minutes sidercd not available due ro spillage, underfilling, and incomplete unloading. ]ALsa see Table G1-11(b).] - 1989 Ed19on APPENDIX C 1231-33 At a constant speed of 35 mph, a tanker traveling 2.1 e - ~ ~ ~ miles will take 4.22 minutes. Due to traffic lights, the ~ ~ ~ Wzrt average tanker speed between the fire and the water source s - ~ ~ ~ is 30 mph. Therefore: Tz = 0.65 + XDx j At 30 mph g t 1 X = 2.0 Dx = L80 miles ~n. 'I'x = 0.65 + 'LA Dx ! w+, Tx = 0.6.5 + 2.0 x 1.8 Tx = 0.65 + 3.60 _ = e 5 r unut s T 42 r x _ Figure C-1-11 One way to increase water hauling capacity is to reduce the (ill time o(the tanker. Here ie one type of quick coupling Substituting in the formulas that may help to reduce the fill trine. Q = V - 10% C-1-12 Discharging the Mobile Water Supply A + (T, + Tz) + B (Tanker). During water hauling operations, tanker dump/fill rates directly affect the fire 11ow capabilities Q Maximum continuous flow capability in gpm with established at the fire scene. Local needs usually determine V = 1500 tanker configuration and the water hauling protocols A = 3.0 adapted. A wide variety ofoff-loading and filling systems T, = 4.22 are currently in use. Some departments prefer to pump Tx = 4.25 off their water into portable tanks, while others utilize a B = 4.0 nursing type of operation. An increasing number of lire 1500 departments are incorporating the use of large dump valves Q = _ ]p% or jebassisted dump arrangements. To decide which system 3.0 + (4.22 + 4.25) + 4.0 is best requires an evaluation ofeffectiveness, efficiency, and overall compatibility with other segments of the water Q = 1500 - l0% delivery. 3.0 + 8.47 + 4.0 During a comprehensive evaluation many factors must be considered. Travel distances, operating site location, Q = 1500 _ 10% and topography greatly affect water hauling turnaround 15.47 time periods. Usually, the most significant time can be saved during the filling and discharge segments of the tank- Q = 97 - 10% = 87 gpm maximum continuous ing operation. Normally, greater quantities of water are slow capacity available made available as filling/discharge rates increase. Of from this 1500 gallon tanker. course, increased quantities must be logistically supported by ample water source locations and tanking vehicles. To increase the maximum continuous flow capability of As with other segments of fireground operations, stra- a tanker, any of the following changes can be made: tegic pre-planning Is vital to water hauling evolutions. Preplanning and practice reduce unnecessary actions and minimize unsafe practices. For example, a properly estab- 1 -Increase the capacity of the tanker lished dump site should eliminate or substantially reduce 2 -Reduce the fill time the need to back vehicles (an act that not only requires 3 -Develop and provide additional fill points, thus precious time but causes 33 percent of all vehicle accidents). reducing travel time The use of flexible discharge tubing or aide dumps in cnn- 4 -Reduce [he dump time. junction with properly set-up dump sites can often elimi- nate the necessity of backing. With rural fire response distances normally being very Because two of the key periods for saving time during long, the number and size of tankers available to the de- water hauling operations center around tanker filling and partment is of paramount importance. This information discharge, many fire departments have incorporated the will assist the department in calculating the probable tanker use of targe gravity dump valves or jet dump valve gallonage that will be available at various fire locations. arrangements. Equally important in increasing the maximum continuous flow capacity of a tanker is to reduce the distance between C-1-12.1 Mobile Water Supplies (Tanker) Equipped the source and the building or fire. This can be accom- with Large Gravity Dumps. A number of rural fire tle- plished by increasing the number of water supplies and/or partments have increased the size of their gravity discharge - the drafting points. dumps to reduce the time necessary to empty other water 19aa Etlitba I23I-34 SUBURBAN AND RURAL FIRE FIGHTING Tabtc C-t-It(b) Time Distance Table mm) to 1'/> in. (32 mm). The diateter of the tip will be Using an Average Safe Constant Speed of 35 mph determined by the capacity of the pump being used and T = 0.65 + 1.70 D the diameter of the discharge piping and dump valve. Distance, Time, Uislance, Time, Du[ance, Time, Distance, Time, Miles Minutes Miles Minutes Miles Minutca Milers Minutes D D T A I~ Jel NOixle 0.1 D.88 E.6 5.07 5,1 9.64 7.6 13.57 % O.E 0.99 Y.7 5.P4~ 5,E 9.49 7.7 , ~ 13.74 0.5 1.16 E.8 5.4t 5,3 9.66 7.8 13.91 0.4 L83 P.9 5.58 5.4 9.83 7.9 14.08 ~ - 0.5 1.50 3.0 5.75 5,5 10.00 B.0 14.45 e.ni. msms,ce a~nn wan 0.6 1.67 3.1 5.9E 5.6 ]0.17 8.1 14.4E Irro~c.0 auKx~o.smny varoa IMin, of e~in. 0.7 1.84 3.E .6.09. 5.7 10.34 8.2 '14.59 a.commenaael 0.8 P.OI 6.8 -6.46 5.8 10.51 8.3 19.76 0.9 4.18 > 3.4 i,'6.43 5.9 10.68 8.4 14.93 ~ p.mo capa=ny zsa aom 1.0 4.65 3.5 ' 6.60 6.0 10.85 6.5 15.10 Viso nsi o, on.xe, 1.1 4.5E 6.6 ~ "6.77 6.1 11.04 8.6 15.27 l.E 4.69 3.7 6.94 6.P I1.19 e'.7 15.44 Figure C-1-12.3(a) Traditional internal jet dump. 1.3 4.86 3.8 7.]] 6.3 11.36 8.8 15.61 1.4 3.03 3.9 7.ER 6.4 11.53 8.9 15.78 The installation of a jet dump requires several impor- 1.5 3.40 4.0 7.45 6.5 11.70 9.0 15.95 Cant considerations to be made, bl What location will the 1.6 3.67 4.1 7.64 6.6 11.87 9.1 16.12 dum rove to be most useful, the side or the back? Will 1.7 3.54 4.4 7.79 6.7 12.04 9.2 I6.P9 the fxed 1 m need [o be I'/z in. 38 mm m diameter I.8 3.71 4.3 7.96 6.8 14.21 9.3 16.46 P P g ( ) 1.9 3.88 9.4 6.13 6.9 14.36 9.4 16.63 or 2 in. (51 mm) in diameter? What is the preferable loca- 2.0 4.05 4.5 8.30 7.0 14.55 9.5 1fi.80 tion for the jet, in-line or at the rear of the tank? The 2,1 4.24 4,6 8.47 7.l 14.72 9.6 16.97 answers to these and other questions should be resolved 2.2 4.39 4.7 8.64 7.2 14.89 9.7 17.14 before construction begins. 2.3 4.56 4.8 8.61 7.3 16.06 9.8 17.31 jn the interests of site versatilit man de artments are E.4 4.73 4,9 6.98 7.4 13.23 9.9 17.48 Y+ Y P 2.5 4.90 5.0 9.15 7.5 13.40 to.o 17.65 utilizing lightweight flexible discharge tubes equipped with quick lock or quarter-turn couplings. Such tubing arrange- ments allow rapid discharge of water to either side of the hauling tankers. Gravity dumping with- discharge valves vehicle and reduce the need for hazardous backing at the' of 10 in. (254 mm), 12 in. (305 mm), or larger are often dump site. used. It must be remembered that dump valve discharge The rate of discharge will be governed by the size ol'the rates will vary as the depth of the water in a given tank dump valve and piping, which call range from 4 in. (102 decreases. Adequate air intakes and tank baffle cuts must mm) to 12 in. (305 mm). Normally a 6-in. {152-mm) or be provided or inefficiency and possible tank damage can g_in. (203-mm) diameter dump configuration permits ade- result. To check the efficiency of a dump system, actual quate flow capacities where waterjet systems are employed. weight tests urns[ be conducted to determine discharge Again, it must be stressed that adequate air exchange and rates. water flow passages must be provided for ajet-assisted C-1-12.2 Mobile Water Su lies Tankers E ui ed dump arrangement to function properly. 'I anks can col- PP ~ ) q PP lapse when air exchange is restricted. Lack of adequate with Jet-Asaistetl Dumps. Basically, a jet is a pressurized gravity water flow to the jet area will also adversely effect water stream used ~ to increase [he velocity of a larger the discharge efficiency of the water hauling unit. volume of war:r that is flowing by gravity through a given size dump valvx~. The waterjet prlnclple used to expel water Although some authorities recommend that the nozzle - from tankers leas also been effectively applied to several of the in-line jet be up to 6 in. (152 mm) from the center other devices that can transfer water between portable of the discharge opening, other effective designs have in- dump tanks, till tankers from static water sources, and eluded placement of the nozzle inside the discharge pip- reduce suction losses at draft. Waterjets properly installed ing. Figure C-I-12.3(b) details haw the traditional jet ar- in the discharge piping of a tanker or tanker pumper can more than double their water haulin effieienc' .Effective t v2 or r si4 g Y Female Coupling jet-assisted arrangements have exceeded a 1000 gpm (3785 L,/min) discharge rate when using 6-in. (152mm) discharge piping and valve. Pumps supplying such jet arrangements should be capable of delivering a minimum of 250 gpm (946 L/min) at 150 psi (1034 kPa). The size and design of the jet nozzle and the diameter and length of the dump Femai /ecoupung valve piping directly affect unit efficiency, bump eonnegio ~-----j del Nazzle (lnslde) C-1-12,3 Traditional In-line Jet-Assist Arrangement. z l0 4 D Ridge Riping Figure C-1-12.3(a) points out how the traditional jet is in- stalled. Asmooth tipped jet nozzle is supplied by a pump capable of delivering at least 250 gprn (946 L/m) at 150 psi (1034 kPa). Nozzl¢ jets range in size from s/s in. (19 Figure C-1-1Z.3(b) Traditional extermbjet dump. - 1BSg Edltbn ' ~ APPENDIX C 1231-35 rangement can be externally added to an existing dump In-line jets have also been developed to reduce suction valve. A short length of lya-in. (38 mm) hose is attached losses during drafting operations. In-line and peripheral to the female on the jet device. The length of the added jets supplied by ]'/Z-, 13/a-, or 2'fi-in. (38-, 43-, or 61-min) dump piping can be anywhere from 2 ft to 4 h (0.6 m to hose lines can increase the output capacity of a centrifugal 1.2 m) depending on whether or not a flexible tube is uti- pump at draft up to 40 percent. Theje[s are placed at the lazed during the dump process. Intake and at every 10 ft (3 m) of suction in use. Sorne 1'o properly operate, a jet must be able to produce be- departments have developed a jet system for delivering tween 50 psi (345 kPa) and 150 psi (1034 kPa) pressure. water from a static source to tankers through 4-in. Higher pressures normally increase operational effective- (102-mm) or 6-in. (152-mm) lightweight pipe. Th1s sup- neas. The diameter of the jet selected must be appropriate ply piping concept is used to fill tankers through their dis- for the capacity and pressure capabilities of the pump be- charge gates or via top loading or large inlets capable of ing utilized. Also important is the size of the piping and filling tankers at the rate of 1000 gpm or greater. valves that make up the jet dump system. External jets do have several advantages over internally 5xed units, par- C-1-12.6 Testing Dump Valve Capacity. Departments titularly in terms of system maintenance. Disadvantages using large gravity dump valves orjet-assisted dump valve might include the need to provide for adequate air ex- arrangements need to determine the flow rate at which they change during water flow, more time For the initial setup can dump and fill each tanker in use. Generally accepted to afrx appliances, the restriction of movement around the procedures for determining flow capacities have been sug- vehicle, and the general appearance of such extensions. Bested and should be accomplished as follows: 1. Weigh the tanker without any water on board. C-1-12.4 Peripheral Jet Aeaiat Arrangement. The 2. Again weigh the tanker when it has been completely peripheral application of jet assist nozzles has proven highly filled with water. effecuve. This approach utilizes two or more~ets installed 3. Using only gravity, off-load the tanker for one in the sides of the discharge piping just outside the quick minute. dump valve. In addition to the reported discharge advan- tages of peripheral jet streams, the externally fed system 4. Reweigh the tanker and determine the gallons off- is easier [o plumb and has fewer maintenance pcoblems. loaded by gravity. The jets, installed 25.to 30 degrees from the piping wall, 5. Again refill the tanker and weigh it. contact more surface area of [he discharging water, thereby 6. Now off-load the tanker for one minute using the increasing water discharge efficiency. Because the water jet arrangement. is drawn through the dump valve, less turbulence is created 7. Reweigh the tanker and determine the gallons off- and the eddy effect often present with traditional in-line jets is overcome. Nozzles made of welding reducer pipe loaded via the jet. fittings work very effectively as jets. Two thousand gallons 8. Make a comparison of the gallons used by gravity per minute (7570 L/min) flow rates have been obtained and those depleted using [he jet. using a 300 gallons per minute (1136 Llmin) pump to sup- g, Once again, fill the tanker and weigh it. ply two'/~-in. (19-mm) nozzles in a 6-in. (152-mm) dump S0. Now, for one minute, of( load the tanker by open- valve configuration. Figures C-1-12.4(a) and C-1-12.4(b) ing the gravity dump and pumping through a 2'fa-in. represent a typical installation. (61-mm) discharge. C-1.12.5 Other Jet Assist Devices. Innovative fire or- 11. After weighing the tanker, determine the number ganizations have put syphons and jet related devices to of gallons off-loaded by pumping and dumping. good use. Some syphons use only water level differential An effectivejet-assisted dump arrangement should pro- totransfer water from one tank [o another. Normally con- duce at least twice the gpm that would be expected when strutted of PVC pipe, such syphons are placed between off-loading by gravity. A good jet arrangement will exceed portable tanks to equalize water levels. Transfer is initiated the gpm experienced during the dumping and pumping by filling the U-shaped tubing with water, placing the caps test. Whether using large dumps or jet dump arrange- on the tubing until it is put in place, then removing the menu, turnaround drop times and ease of operations must caps to allow water flow. Such an arrangement, though serve as primary considerations. useful, have often proven too slow for the type of transfer operations required. A modification of the syphon transfer C-1-13 Portable Drop Tanks. There are, generally, piping using a jet was developed and has proved useful to three types of drop tanks: the self-supporting tank, the folci- many departments. Although 4-in. (102-mm) PVC and out frame tank, and ahigh-sided fold-out tank for heli- aluminum piping have been used for such devices, 6-in. copier bucket-lift tanker service. The self-supporting tank (152-mm) units usually are more practical. Using a'Fa-in. is built with the sides reinforced to support the water irI- (12.7-mm) jet nozzle supplied by a 1'!r-in. (38-mm) hose side the tank. The fold-out frame-type tank is similar to makes possible transfer Oows of 500 gpm (1900 L min), a child's wading pool - an open tank supported by a steel Some departments merely add the jet to a length of suc- frame -and is the most common in fire service use. Tanks tion. [See Figures C-1-17.5(a) and C-1-12.5(b).] are available with an inlet andlor outlet built into the side Syphons are commercially available that use the jet prin- of the tank. Capacities of drop tanks normally run from ciple and are in some cases supplied by 2'fi-in. (64-mm) hose. These devices are used to remove water from base- ment areas or increase water supply to fire department *General prxedure referencedfrom Lacry Davis,Rma(Fi+efigfilingOpv- pumpers. ationa Boak II, Chapter 15, page 342, IFSFI, Aah(and, Maas 1986 1Ba9 EMtbn ]Q$]-~6 SUBURBAN ANO R1; IlAL FIRE FIGHTING TANK THREADED STEEL PLATE FLANGES-STEEL 8 BOLT HOLES STEEL PLATE B'H X B"W (1/2') BOLTS 6 1/2' X 3/4-l0 D ? NUTS 6' WC 8291-3 GRINNELL OR EQUAL ? ? w a H 1 a w ~ w DISTANCE AS TIGHT u~i AS POSSIBLE ~ x U J m J 1' x a5' a Y - - - a 2° PIPING JET INSERT ~ _ 2' 3/4" TO 1' WELDING REDUCER. BLACK STEEL 30' 30' OR LESS OR LESS 9' OR LONGER !B' TO 20' PREFERABIV 6` THREADED CAP MALLEABLE BRACE ~ 4 1/2" NST NOTE: 6' NST, 6" STORTZ OR 6' BELL CAP WITH TOP VIEW QUICK LOCK LUGS OR OTHER GUICK CONNECT COUPLING RECOMMENDED. Figure C-1-SZ.4(a). 1988 Etllllon APPENDIX C SZ31_37 12' WIDE X SO" HIGH (1/2') STEEL PLATES TANK 2" N ' H I S. ~y ' !7 f \ ti I I' 1 r J ti ~ - I I I I 1 I I I 1 1 WI 1 I 1 I C~ I I I ~ NOZZLE i I ~I 1 I n 3/4' TO 1' I I WI I I I N EIDING REDUCERS I I j i 1 I I ~J N L lJ I ~-9' TO 20' ~ QUICK-CONNECT ° COUPLING ~ 3 1/2' RECOMMENDED HANDLE 22 1/2" 24° SIDE VIEW ` Figure C-1-12.4(6). 1889 Editbn 1231-38 SUBURBAN AND AUAAL FIRE FIGHTING 4 in. or 6 in. Aluminum . t~ or Plastic Piping I~ ~I ' r ~li~~~- 12 in. to 24 in.- Figure C-1-13(a) Portable droptanke should be simple to set up. Not< th< ports a tank compartment (door open) on the tanker. (Photo by Nabanta Volunteer Fire Department, North Carolina) Hines 0 0 0 0 0 0 0 0 0 0 2 in. Miniclearance with Adequate Space or Screen Size to Allow Flow but FiesiriCt Blockage By Drop Tanh Material yr: 7 jn N4.,, Figure C~d-12,5(a) Jet-assisted trans[er syphon, L-L-L77 I i _ O I~ o~ I Figure C-1-13(6) Ea<h tanker should carry a portable tank that ie 40 percent greater than the capuity of the tucker. Note the strainer J O O that minimsses whirlpoolingg and allows deputments to draft to a depth of 1-2 in. in the portable tank. When an alarm of fire is received, equipment is dis- ~ patched on a preplanned basis determined by such factors as fire 11ow needs,+hazarda involved, water supply available, etc. (See Chapler 5.} A minimum of one tanker and one pumper respond to the fire, and the pumper begins the Figure C-1-12.5(6) Modified hard eu<tion jet syphon. fire attack with water from its booster tank, The first re- sponding tanker may act as a nurse tanker or may set up 1000 to 2500 gal (3785 to 9463 L) with 1500- to 2000-gal a portable drop tank and begin discharging its load of water (5676- to 7570-L) tanks as the more ~opular. The addi- into the drop tank. With the use of a jet-type pump, dis- tton of the drop tank for "stockpiling ' watex has yielded charging through a 5- or 6-in. (127- or 152-mm) discharge highly desirable results. This "stockpiling" allows for the pipe, or a large 12-in. (305-mm) quick dump valve, the continuous operation of tow-volume supplies and creates water in the tanker can be transferred to the portable drop a source from which a pumper may draft for supplying hose tank at a rate of approximately 1000 gpm (3785 L/min). lines in a direct fire attack. A short piece of aluminum pipe with an "L" on one end gives the tanker the flexibility to discharge into the drop C-1-14 L)se of Portable Drop Tanks and Mobile Water tank with the tanker backed up to the drop tank or with Supply Vehicles (Tankers). The development of the the drop tank located on either side of the tanker. As soon portable drop tank or portable folding tank and the jet as the tanker has emptied its load, it immediately heads assisted dump or large gravity dump to assist the tanker to the water supply. In the meantime, another fire depart- to quickly discharge its load of water has enabled many ment pumping unit has responded to the water supply, con- rural fire departments to utilize isolated water supplies and nected to the dry hydrant, and primed its pump. When for the first time to obtain sufficient water for effective fire the empty tanker arrives at the water supply, the pumper lighting. Following is a brief outline of how the system is is ready to fill the tanker. The refdled tanker returns to being employed by some departments: [he fire site, discharges its water, and the cycle is repeated. 1tItH C-dabn 1'`131-40 SUBURBAN AND RURAL FIRE FIGHTING Wetting agents are available in both liquid and powder The basic reasons larger diameter hose moves water form. Both forms will result in the same extinguishment more efficiently are its increased size, its lower friction loss, characteristics. and the relationship of these factors. They may be ex- The use of wetting agents is as a soaking or penetrating plained by studying the carrying capacities and friction loss agent into. forest fuels, sawdust, cotton (bales, bedding, factors shown in Tables D-1-3(a) and D-1-3(b). upholstery), rags, paper, etc. These agents are used very effectively on smoldering or glowing combustibles. All of D-1-3 Carrying Gapacity of Large Diameter Hose. the commercially available products that fall into the above Tables D-1-3(a) and D-1-3(b) show, for example, that one category will satisfactorily suppress Class A type fires. 5-in. (127-mm) hose line delivers a volume of water ap- Many of the wet water additive products will have in- Proximately equivalent [o six 2'/x-in. (65-mm) lines or four structions that snake note of the production of a foam 3-in. (76-mm) lines at a given pressure and distance. [To material through increasing the amount of the product. use Table D-1-34a) to obtain these numbers, read horizon- tally from the 5-in. (127-mm) hose column on the far left. No additional equipment is needed for the production Thus, the table shows one 5-in. (127-mm) length of hose of this foam. Caution should be exercised, as well as ac- to have the carrying capacity of 6.2 lengths of 2'Fi-in. tual on-site testing performed, in order to determine what (65-mm) hose, 3.83 lengths of 3-in. (76 mm) hose, 2.56 the resultant foam will display in terms of extinguishment lengths of 3'/r-in. (89-mm) hose, and so forth.] and fire fighter safety. Additionally a few wet water additives will produce a Table D-1-3(a) Relative Carrying Capacity of Fire Hoee foam through the use of a foam gun (generally atube-type in Hoee Lengths aerator and some nozzles. The instructions will indicate 2ih in. 3 in. 3y4 in. 4 in. 455 in. 5 in. 6 in. this is generally a Class A fire extinguishing agent. As above, local on-site testing should be performed to deter- YS¢ in. t .617 .419 .E9 .E19 .161 B.1 in. [nine the product's capabilities. 9 in. 1.6E 1 .667 .469 .945 .E61 .16Y There is commercially available a water additive that 9Sf 'n. E.4Y 1.5 1 .704 .515 .991 .Y49 4 in. 9.44 2.19 1.4Y 1 .795 .556 .945 will suppress Class A and B fires. The product accomplishes 454 in. 4.69 Y.so 1.s4 1.s6 1 .758 .46s the. extinguishment of Class B fires by altering the water 5 in. 6.Y0 3.SS E.56 1.9 1.9E I .619 properties in such a manner that the increasing heat con- 6 in. IO 6.19 4.14 Y.9 E.19 1.61 1 verts the water to a vapor, rather than steam, thereby cool- ing [he Bre. This table shows the relative carrying capacities of hose, 2y4 in. to 6 in. in diameter, for the same friction losa. The values in the table are based on the Hazen-Williams equation. For St Units: 1 in. = Y5.4 mm. Appendix D Large Diameter Hose , Table D-1-3(b) Approximate Friction Losses in Fire Hoee Thu Appendex it no! a port of the >equi>emend sj fhv NFPA document, but (psi per 100 feet) it inrludedJa> infamwtion pu>porrr only. Internal diameter D-1 Transporting Water through Large Diameter of hose: Y55 in. 9 in. 855 in. 4 in. 5 in. 61n. Hose. D-1-1 General. The advent of large diameter hose as Flow In GPM: an accepted tool of fire fighting has major significance in - the field of rural water supplies. This hose is viewed as an E50 15 6 E - - - 500 55, Y5 '10 5 Y aboveground water main from a water source to the fire 750 - 45 EO 11 4 L5 scene, and its use is growing in the United States. Where 1000 - 77 96 19 6 Y.5 delivery rates exceed 500 gpm (1893 L/min) and water 1500 - - B4 40 14 6 must be moved long distances, large diameter hose pro- Yooo - - - 7o E5 to vides a most efficient means of minimizing friction losses and developing the full potential of both water supplies and D-1-3.1 Selecting Large Hoae. The size and the pumping capacities. NFPA has held that, for practical pur- amount of hose to be carried by the fire department should poses, large diameter hose is that with an inside diameter be selected to fit the needs of the area served and the finan- of 3 b in. (89 mm) or larger. cial resources of the department. To assist in this selection D-1-2 Characteristics. Large diameter hose is available of hose, Table D-1-3.1 may be helpful. The table is de- in either single or double jacketed construction, generally signed to be used primarily in relaying water with pumps in the following sizes: 3'f~ in. (89 mm), 4 in. (102 mm), discharging at 150 psi (1034 kPa) and at 20 psi (138 kPa) 4'pt in. (114 mm), 5 in. (127 mm), and 6 in. (152 mm). residual pressure at the point receiving the Bow. 1'he lower friction loss characteristics of such hose increases the usable distance between water source and fire. The de- D-1-4 Load Capacity. Another important item to con- partment now unable to use water sources more than Sider is hose load capacity. Most large diameter hose is of 1,000 ft (305 m) from a potential fire site may find that a lightweight design, which results in a coupled 100 ft (30.5 3,000 ft (914 m) or more can become a reasonable distance m) length of 5-in. (127-mm) hose weighing approximately when taking advantage of large diameter hose. 105 16 (48 kg) -little heavier than a length of 100 ft (30.5 1888 Etllilon APPENDIX C ).,7,31-3y It is suggested that it is more efficient to fill one tanker at disadvantages, relating to the types of fires encountered a time rather than to fill two or more tankers at a slower by each fire department. rate. Also, if all tankers in the department have the same capacity; they will not ' `stack up" at the source of supply C-1-15.2 Foam. 'fhe need for £re fighting foams occurs or the fire while waiting for a large tanker to be filled at on surfaces when the cooling effect of water is needed and the source or to discharge its water at the fire. Ahhough whenever continuous film-coating characteristics of a light, preplanned, each step of this hauling operation is under opaque form of water, capable of sealing vapors, :ur the direction oC the water control officer, and local condi- needed. The most important use of foam is in fighting [i res [ions may dictate variations in this basic system. involving flammable or combustible liquids; foambeconu~s - _ Aa additional tankers arrive at the fire site and dump the only permanent extinguishing agent used on fires of their water, they fall into the water-hauling cycle. Of this type. Fire fighting foam is lighter than the aqueous course, it may be necessary for the water supply officer to solution from which it is formed and lighter than flammable open up additional water supply points with additional liquids; therefore, it floats on alt flammable or combusti- purnpers. Portable pumps can sometimes be used in this ble liquids, producing an air-excluding, cooling, contin- operation ifthe additional supply is not readily accessible; uous layer ofvapor-sealing, water bearing material for pnr- however, refill time may be greatly increased. The water poses of halting or preventing combustion. (See NFPA 11, _ supply officer at the fire site needs to be in radio contact SlaadardforLowEx¢art.rioaFoam and CambirudAgertlSys6erns.) with the officer in charge of each water supply or suction The appropriate listings on the label should be consulted point. He will also advise the drivers which route to take to determine proper application rates and methods. If dtcre to the fire site. Whenever possible, an alternate route are no listings for application rates and methods, do not should be selected for returning vehicles so that emergency assume any. However, the. word "foam" appears in I Ire vehicles will not be meeting on sharp turns or narrow coon- usage of wetting agent instructions as well as in the use try roads. of water expansion system (WES) units. The initial alarm response to certain occupancies that q_1-15.3 Other Water Additives (Wetting Agents). A require a large volume of water, based on the study pro- wetting agent is a chemical compound that, when added ducing the water flow requirements, may be beyond the to water m amounts indicated by the manufacturer; will ability of the local department to produce. Automatic aid materially reduce the water's surface tension, increase irs pumpers and tankers may be set up to run automatically penetrating and spreading abilities, and may also provide on first alarm, thereby conserving valuable time and de- emulsification and foaming characteristics. Decreased enr- livering fire flows calculated in Chapter 5. face tension disrupts the Corces holding the film of w.ner It is desirable that each tanker carry a portable drop tank together, thereby allowing it to (low and spread uniformly with a capacity in excess of the tanker capacity. over solid surfaces, also allowing it to penetrate openings - and recesses that it would normally flow over. Water M treated in this manner not only spreads and penetrates, but displays increased absorptive speed and superior adhe- sion to solid surfaces. Because of the above, leaks in plumb- ing and pump packing may occur that would not have occurred if the additive had not been used. Visual inspe<- tion should be made during wet water operations. Wet water should be applied directly to the surfaa~ of the combustible. These agents do not increase the heat ab- sorption capacity of water, but the greater spread and penr- tration of the wet water increase the efficiency of the tinguishing properties of water as more water surface is available for heat absorption and run-oCf is decreased. Wetting agents are broadly defined as being surfactants ;,rte (surface acting agents). All wetting agents are concentrated " ~ and are mixed with a liquid at varying percentages. "fhe wetting agent can be liquid or powder. The liquid into Figure C-1-14 The aluminum irrigation dud.arge pipe, in the shape which it is mixed for fire fighting purposes is water. H<rw- of an "L," allover d(rcharge from either aide or rear of the tanker. ever, the primary sales for some wetting agents are for nse Four hard suction hors 1(ner are used to min(miae any dogging of as a carrier for liquid fertilizers, fungicides, insec[xcidrs, the strainerr. and herbicides. Thse wetting agents can be, andare, used for fire fighting purposes. They don't have additives that C-1-15 Chemical Additive and Water Supply. will protect tanks, pumps, valves and bushings, etc., and C-1-15.1 General. Fire departments are using chemicals it is recommended that unused mixtures be drained out to increase their fire fighting capacity. This is important of the tank and a flush of all parts be made with plainwaicr. to the rural fire fighter working with a limited water sup- With all wetting agents, hard water usually does require. ply because these chemicals can give more extinguishing a greater amount oCadditive to produce [fie same results. capability per gallon of water. Since the chemical additives Wetting agents designed for fire department use will nor- will create an additional expense, it becomes very impor- malty contain rust inhibitors to protect the tank, pump, [ant to be aware of [he various capabilities and character- piping, and valves. Generally, the mixture will lose some istics of chemical additives, as well as their advantages and of its rushinhibiting characteristics.if left in the tank. 11198 Edllbn APPENDIX D 1231-41 Table D-1-9.1 Distance in Feet that a Given Siae Hose Can vice. Because of its increased water-carrying capacity and Deliver a quantity of Water efficiency, 40 percent of the 200 largest cities throughout GPM Discharge at 150 psi Pump Pressure the U.S. now employ large hose, and it may be one of Ihr fastest growing items of technology in the fire service i I GPM Discharge at 150 PSI Pump Pressure has demonstrated further utility as, literally, a portaLlr pipeline used to bridge the gap in a water system whru Hove amain ruptures and is being repaired. It has further been Sixe Y50 500 750 1000 1500 2000 used in some drought-stricken areas to bring water to the Inches gpm gpm gpm gpm gpm gpm scene of a fire from a distant lake or stream, conserving Y S¢ 866 ft 286 ft 9 2166 ft 540 ft 288 ft 168 9y¢ 6500 Ft 1800 h 650 ft 96th 158 Ct 4 2600 (t IIAI (t 684 (t 945 ft 185 5 6500 ft 9250 ft 2166 h 928 (t 520 ft 6 8666 (t 5200 ft 2166 ft 1900 ft Example: A 750-gpm fire Oow is needed on the fire shat is located 6,500 ft from the water supply. A pumper rated 750 gptn at 150 psi ran relay 750 gpm at 20 psi discharge for a distance of only 650 ft it 3 %¢-in. , (89-mm) hose is used or 8,666 h if 6-in. (i 52-mm) hose is used. Therefore, the departrnenl should wnsider using fi-in. (]52-mm) hose to deliver its needed water regwremcnts. P n For SI Units: 1 in. - 25.4 mm; 1 gpm = 9.785 L/min; 1 Et = 0.905 m. ~ ~ .aysY - • ' ~ r m) of conventionally constructed `2'/x-in. (65-tnm) hose, ~ " which may weigh approximately 100 Ib (45 kg). - One engine company, laying large diameter hose instead ~r of multiple smaller lines, is much more efficient in its water- moving capacity. The use of the large diameter hose wish one engine speeds up the operation that would otherwise involve multiple smaller lines with additional pumpers, ~ E ~ 't ~fk men, and equipment to accomplish the same job. , i- D-1-5 Large Cities Using 5-in. (127-mm) Hose. Use of tar a di g ameter hose is not limited to the ru__gqral fire sec- Figure D-1-6(a) Field cleaning large diameter hose. C s s1 .T'Fr, .n { k: ~L Y. ~!F h ~ ~ ~ ~ : . , F :;rr a Figure D-1-6(b) Apparatus with reels for large diameter hose. 7888 Edltbn 1231-42 SUBURBAN AND RURAL FIRE FIGHTING municipal wager supplies that would otherwise be used. Several annn+unities have installed as much as two miles of 5-in. (127-nun) hose for this purpose. While the large diameter hose is being ]aid, the initial fire attack is made from hydrants. V1'hen the large hose carrying the water a from the lake is available at the fireground, the hydrants ' t;~,.~,n are shut down and supplies in the municipal water system ' are conserved. r:,' „'i . ~ r. i "r, D-1-6 Hose heels. A number of powered "reel trucks" ' " y with various hose load capacities are now in use. Much of th+• lightweight, large diameter hose now avail- able is of a mnstrucaion that permits field cleaning and does r ~ r not require di yiug. The use of the "reel truck" perarits rapid reloading wtth minimum personnel (two), and the - ~ unit is in sen ice within minutes. llouble reel:, m~runted in the hose bed of a reel truck can ~ ~ ' produce a car Tying capacity of large diameter hose of up • ~ i t.,~'i I'1 to 6,000 fl (IB29 rn) over a mile of aboveground water 5_,,`~ , main. e Such reel tr+tc•ks generally require special power-driven ti systems to rewind the hose. The size of the reels is not. con- ducive to lifting on roost standard fire department pump ' bodies. 'T'herefore, tricks specially designed For this opera- lion are genet ally used as hose reel vehicles. ,3 ~ * "aP V OIM t ~ r`+K+~ ~ ~ ~ nw ~ T Figure D-I-6 d) Fire fighters quickly reload 5-in. hose as the driver k , straddles the hose. Note that the hose is loaded over the bar between the stanchions. - r ~ D-1-7.1 Cla~pered Siamese with Indicator. (See Fdgure ~ D-1-7.1.) T hts valve is added to the supply line one length l ~ from the hydrant or pumper at draft and allows for the f ~;l addition of a second pumper without shutting down the ~ ~p flow of water. The indicator shows the position of the single _ ~ ~ f ~ ' y , ;~,.1 clapper. , D-1-7.2 Line Relay Valve. (See Figure D-1-7.2.) Should . relay pumping be required, a line relay valve is inserted i ~ dunng the hose lay. This valve has astraight-through w r'' waterway so water delivery can be started upon comple- t Tp t lion of the ]ay. The valve contains a gated outlet and a • ; - °3',=w,,,. clappered inlet. Upon arrival of the relay pumper, a line is attached from the gated outlet to the suction of the pump, l i~urr U-7-s(c) ~lan~ dep:vtments have installed large diameter with a discharge ]ine connected from the pump discharge l+r.se will+ a Ilat lay in the hose bed. into the clappered inlet. 1'he pump pressure closes the clap- per, and the full flow is relayed to l}te fireground or another relay pumper. In addition, this valve contains an automatic D-1-7 Fittings. Large diameter hose is available from air bleeder and a pressure dump valve set at 150 psi (1034 many fire flc.rse manufacturers with either standard kPa). It is important to note that the relay pumper can be threaded couplings or quick-connect hermap}rrodite type added to or removed from the line without shutting down fittings that elirn/trate the "male-female" aspect of con- the flow of water to the fireground. plings and, consequently, many adapters. Special fittings (described below) have been developed D-1-7.3 Hydrasaiat Valve. This versatile valve can be to be used with large diameter hose. utilized on a hydrant when water is available but pressure 1999 Edition _ APPENDIX D 1231-43 ' ` r, t • a ~l .r~ ~.u,~ S~; ,M d:,. Figure U-1-7.1. Figure D•1.7.3 Hydraseiet valve. 4-in. (lU2-mm) or 5-in. (127-mm) outlet. The maniG,lcl is available with relief valve adjustable from 50 to 200 l~si (345 to 1379 kl'a). A pressure gauge is optional. The mani- ibld is portable, allowing the fire department to estab]ish its own portable hydrant. k~ I . _ ` 1 _ y\ 1 o 1. ~ ~ ~ Figure ll-1-7.2. o a is limited. 1'he valve is attached to the hydrant and the normal lay of supply line is initiated. When additional pressure is required, a pumper is attached to the valve and begins boosting pressure to the fire scene without inter- rupting the (low of water from hydrant to fire. In rural ap- plications this valve can be equipped to lay in a line dur- Figure D-1-7.4 Manifold valve. tug hose lay and to allow a pumper to hook into the line and boost pressure without interrupting Ilow to the fire D-1-7.5 Distributor Valve. (See Figure D-1-7.5.) This sce~riee. valve contains a 4-in. (102-mm opening and waterti,iv with two 2'f~-in. (65-mm) threaded male outlets. It is plari•d D-1-7.4 Manifold Valve. This valve contains a 4-in. at the end of the supply line at the fireground allowing (102-rum) or 5-in. (127-rum) inlet and four 2',~-in. (65-mm) distribution of water to one or mare attack pumpers. 1'he gated, threaded male or female outlets as well as a gated valve utilizes ball shutoffs plus an adjustable dump valve. 1989 Edition 1231-44 SUBURBAN AND RURAL FIRE FIGHTING D-1-7.7 Automatic Air Bleeder. (See Figure D-1-7.7.) Required at all points where a large diameter hose is con- nected to an engine inlet or at any distribution point. i ~.i k. ~ - ~:~~r , , n F~ r# ~ `l. Figure ll-]-7.5 lliatributor valve. ~~1 } . D-1-7.6 Incoming Gated Relief Valve. (See Figure D-1-7.6.) This valve is attached to the large suction inlet Figure D-1-7.7. of the pumper, The supply line is connected directly to the valve. It is equipped with aline-threaded, slow-acting gate D-1-8 Irrigation Piping. valve, an automatic air bleeder, and an adjustable dump valve. The gate valve allows connection to the supply line D-1-8.1 General. While certainly not large diameter while utilizing the booster tank water. It is also used to hose, the topic of this section of the appendix, irrigation control the volume of water from the supply line to the piping, shares many of its characteristics of low friction loss prsmp. The dwtnp valve helps protect the pumper and sup- and capability of transferring large volumes of water. Irri- plyline against sudden pressure surges and water hammer. gation rs increasing throughout the country, which has resulted in much lightweight aluminum pipe being avail- able to the fire service. It may be tarried on vehicles or ' ~ found on the fireground in farming areas. The fire depart- . ~ merit should know which of its potential hazards may be served by such a system. The pipe can be coupled, but usually the couplings are not a Cype that permits drafting. The pipe has the advan- ~F tage of being a relatively permanent installation For long duration fire fighting jobs and is not susceptible to the rup- , lure problems of fire hose. Generally, it is an excellent tool for major disaster situations but is less often used for con- ventional fire fighting evolutions, especially since the in- troduction of large diameter fire hose. `"1~, g ~ Departments working in an area in which piped irriga- 4 < lion systems are used should be alert to the adapters, etc., . that may be necessary to turn the conventional agricultural t,' fittings into useful fireground fittings. Adapters from the pipe coupling to fire department threads may be required how` and can be easily fabricated in local machine shops. They . are not offered by either pipe or fire hose manufacturers. ~.k,' 'i"u Minimum requirements are for one supply adapter; for in- •J dance, four 2'~-in. (65-mm) NH (American National Fire Hose Connection Screw Thread) thread female inlets x pipe ' a•`~ section, and one discharge adapter; or, four 2~-in. (65-mm) k'~ - - ` NH thread gated male outlets x pipe section. Additional fittings to provide discharge gates at 100- to Figure D-1-7.6 Incoming gated relief valve. 30O-ft (30- to 9O'm) intervals [one or more 2'/~-in. (65-mm) 1989 Edition APPENDIX E 1231-45 NH x pipe section] may be desirable. In areas where large E-1-2.1 Rating of Portable Pumps. diameter hose is available, adapters permitting its Integra- (a) Small I~olume -Relatively High Pressure. This gump- tion with the pipe are highly recommended. ing unit should be capable of pumping 20 gpm (76 L/min) at 200 psi (1380 kPa) net pressure through a 1-in. (25.4-mm) discharge outlet while taking suction through a 1',b-in. (38-mm) suction inlet. This class of portable pumps is especially useful to fire departments for forest fire fighting, which frequently requires long'b-in. (19-mm) to Appendix E Portable Pumpe 1'ft-in. (38-mm) hose lines and pumping uphill in rugged terrain. Such an arrangement will provide good nozzle reach. This Appmdu is noe a pare of the regsirmunes of ehi.r NFPA doeumene, but (b) Medium Polume -Medium Pressure. This pumping s mafaded jor injormaeion pwpores Defy. unit shall be capable of discharging 60 gpm (227 L/min) E-1 Portable Pum s. at 90 psi (621 kPa) net pressure and 125 gpm (473 L/min) P at 60 psi (414 kPa) net pressure through a 1'/~-in. (38-mm) E-1-1 General. Both diesel and gasoline driven portable discharge outlet while taking suction through a 2'/r-in. pumps are available. The use of portable pumps is a com- (65-mm) suction inlet. This class of portable pump has lim- monmethod for moving water by the rural fire department. iced utility for small structural fires and may supp]y a The rural fire fighter should not be required [o be a pump 60-gpm (227-L/min) fog nozzle through 250 ft (76 m) of expert; however, the fire fighter should have the skill to 1'/e-in. (44-mm) hose. It can be used to fill booster tanks place all portable pumps used by the department in opera- or be used with 2'F,-in. (65-mm) hose to move water a long tion, obtain draft, and perform each procedure in a distance. minimum amount of time. (c) Large Palume -Relatively Low Pressure. This pump- E-1-1.1 Evaluating Portable Pump Needs. In order to ing unit shall be capable of supplying 125 gpm (473 L/min) get the maximum benefit from portable pumps, the officers at 60 psi 414 kPa) net pressure and 300 gpm (1136 L/min) of the rural fire department must carefully study the needs at 20 psi 138 kPa) net pressure through a 2 fi In. (65-mn ~ ) of the department, taking into consideration the potential discharge outlet while taking suction through a 3-in. fire hazard, available water supplies, and the capabilities (76-mm) or 4-in. (102-mm) suction inlet. This class of plir- of the department to use portable pumps. The acceasibil- table pumping unit is frequently used for tank filling when ity and the reliability of water supplies are determining fac- a pumper cannot get close to a source of water. It is also tors in the need for and use of portable pumps. Many rural suitable for draining cellars, manholes, and other areas - fire de artments have found that both a low ressure um H'here water has accumulated. It may be used to supply and a high pressure pump are required to fll their eed s two 1'/x-in. (38-mm) or 1'/4-in. (44-mm) hose lines of short length with 60-gpm (227-L/min) Cog nozzles. This may i c- Portable pump selection should fit the fire fighting system suit in fire streams of reduced quality and quantity that of which it is to be a component; if direct hose streams are may not be suitable Elows for interior fire fighting. to be taken from a portable pump, the nozzles and hose Among the common types of pumps used are: size determine the required pump discharge va. pressure characteristics. E-1-2.2 Gear Pumps. Gear pumps (high pressure, Imc E-1-1.2 Portable Pum s. A ortable um in the fire volume) are of positive displacement type with gears hay P P P P ing very close tolerances between gears and case. They may service means a pump that can be carried [o a source by be used safely in clear water only. Dirty water will cau~~~ fire fighters, sometimes over difficult terrain. In general, damage to gears and case. They are not very useful Ihr two people should be able to conveniently carry [he pump. tank fdling or relay work as they are generally of low capac- It should not weigh over 150 to 17516 (68 to 79 kg), and ity in the fighter models. should have carrying handles, be so constructed as to be They are very good for fire fighting where high pressures easily carried in a compartment on the apparatus, and be capable of supplying at least two I'{t-in. (38-mm) hand are desired. These pumps have a shorter life span than the tines. Heavier pumps, perhaps trailer or truck-mounted centrifugal type, are widely used by theU.S. Forest Ser- or otherwise made mobile, are valuable but used less vice, and are easily packed on the back. They should never commonly. be operated without water and must be equipped with a relief valve. Although a number of rural fire departments have used portable-type pumps that are securely mounted on their E-1-2.3 Piston Pumps. Piston pumps (high pressui~~. apparatus as the sole means of pumping, few fire depart- low volume) are operated by a piston, sleeve, or cy]incl r~r menu consider this to be a permanent arrangement and with two check valves. They can be either single or dou- plan to buy a fire department pumper, in addition to the ble action with one or more cylinders. They are positicc portable pump(s), when finances permit. displacement type and must be operated with clean water. They are usually high pressure pumps. Piston-t pe pumps E-1-2 Classification for Portable Pumps. Portable are limited to small capacities and weigh more than centri - puntps for the fire service are covered under NFPA 1921, fugal or gear pumps. They are capable of very high lilt Standard for Fire Department Portable Pumping Units, which sets and must be equipped with a relief valve. forth specifications to be followed when obtaining portable pumps. This standard classifies portable pumps by capacity E-1-2.4 Low Pressure Centrifugal Pumps. The Irrly and operating pressure. pressure centrifugal portable pumps (high volume) gener- IBBB Edition . , 1231-46 SU$UR$AN AND RURAL FIRE FIGHTING ally are rated at 200 to 300 gpm (757 to 1136 L/min) and and does not need suction hose or strainers. However, such are capable of discharge at pressures of 50 to 80 psi (345 pumps tend to pick up leaves and other trash that may stop to 552 kPa). Usually these pumps will not discharge rated up nozzles and strainers of a pump laeing supplied by the capacities when operating with suction lift in excess of floating pump. (See Figure E-1 -2.6.) 5 ft (1.5 m). Some of these pumps do not use running rings or seal E-1-2.7 High-lift Pumps. The high-lift pump is a small, rings. These types do not have close tolerances so they may pvrtable pump that uses water to drive a water motor, be used in dirty water where some debris or abrasives are which in turn drives an impeller and pumps water to hif;h encountered. These pumps require little maintenance. elevations into a fire pumper for relay into hose lines for Other types of pvrtable pumps in this category do have fire fighting. water or seal rings, which will not hold up as long when The high-lift pump is designed to obtain a water supply pumping water containing substantial amounts of abrasive from a river, lake, stream, swimming pool, etc. ,when not materials. accessible by a pumper or conventional portable pump for At lower discharge pressures this type pump may deliver drafting operations. larger vvlurnes, which at times have been metered at from 'I'Ire water used to power the water motor of a high-lift 400 gpm (1514 L/min) to 600 gpm (2272 L/rain) with ode- pump is taken from the booster tank of the pumper and quote size hard suction hose at very low discharge pressures discharged at high pressure through the fire pump mto the and high pump rprns. (Example; Relay from portable hose to the high-lift pump water motor. This, in turn, pump into fire pump on apparatus or portable drop tank; drives the water motor, which is connected to the high-lift or relay from water source to drop tank where tanker is pump impeller, thus forcing volumes of water back into filled for relay to fire site.) the intake side of the fire pump and on into lire fire fighting Operation of these pumps depends on centrifugal force hose lines. to move water, and they are very effective fot relay opera- High-lift pumps may be hooked into hose lines and lions to pumper or for booster tank or tanker filling. There lowered or tossed into water sources at the lower levels are no special operating problems to watch out for, and without fire Lighting personnel having to go down to set the pump will not heat up as rapidly as others if run without the pump. water. E-1-2.8 Dewatering-type Pumps. Dewatering pumps, E-1-2._5 High Pressure Centrifugal Pumps. High also known as trash pumps, are pwnps specifically designed pressure portable pumps (small volume) generally have a to handle muddy, sandy, or otherwise contaminated water. small capacity, with an average of 30 to 40 gpm (114 to Some are built to handle spherical solids up to 1'/z in. (38 151 L/min) discharge and operating pressures in the 125 mm) in diameter. These pumps wind be used in the fire to 150 psi (862 to 1030 kPa) range. service to pump water out of basenrents, tubs, or catchalls The impeller is usually geared twice as fast as the engine during salvage operations. to get the pressure at single stage. This type uses running E-l-2.9 Diaphragm Pump. 'I'hc chap}rragm pump uses rings or seal rin13s fire same as larger fire pumpers and a piston-type action employing a diaphragm that moves usually incorporates closed volutes in the impeller. water with each stroke and is capable of handling trashy E-l-2.6 1~loating Purnps. Pressure and volume floating water without damaging the pump. pumps are avaiial~le. A more recent development in por- E-1-3 Methods of Using Portable Pumps. table pumps is the floating pump that primes and pumps automatically when placed in water. `I'bis type of pump E-1-3.1 Genera}. Some of the many problems of sup- is construrtecf to set inside a float that resists breakage and plying water in rural areas can frequently be overcome needs no maintenance. Some entire units weigh under 50 through the use of the proper portable pump. Many depart- Ib (23 kg), including fuel, and provide from 60 to 90 menu, through area prefire planning, locate water sources minutes of opcr-ating time from the 5-qt (4.73-L) fuel tank. where portable pumps are the only suitable means of using 'The pump serves a need for a lightweight, easy-to- the water supply for Elling tankers or for supplying fire operate, portable fire pump that may be placed in the water lighting hose lines. ..T _._t.r Departments should, when locating pumping sites for ~ ~ "I~ ~ portable pumps determine whether the site is available V ~ 1 ~ ° year-round or whether it can be used certain times of the f year only. Fur[lrer determination should be made as to - ; a„~ availability under weather conditions anticipated and, if :.q N such conditions may make their use difficult, how to pre- pare the sites for all-weather utilization. Centrifugal purups are usually preferred over other types because of their ability to handle dirt and abrasives with less damage and because of their desirab}e volume-pressure ratio. Similarly, four-cycle engines are considered more suitable for fire service use, although two-cycle or the new turbine driven pumps may be used. However, four-cycle FiR~ire F.-1-2.6 Floating 500-gpm pump in swimming pool supply- engines must be used with the engine in a level position ing the dep..^•itment pumper through large d;ameter hose. or the engine will be damaged, whereas two-cycle engines 1888 Etlltlon APPENDIX E 1231-4y can be used with the engine in any position (as long as A single portable pump often can supply enough water gasoline is available to the engine) without damage to the to keep a pumper supplied with good fire streams. The por- engine. table pump may be at the water source and a line (lines) A wood pallet or other firm base can be useful under laid from the portable pump to the pumper. soft ground conditions. One of the big advantages of the portable pump is that it can be placed close to the water supply for operation at E-1-3.2 Uaes of Pumps. Portable pumps can be used minimum lift and minimum friction loss in the suction in single or multiple combinations to accomplish many of hose, provided adequate size suction hose is used. Regular the following: pumpers can accept water from portable pumps and in- (a) Filling truck tanks when no fire pumper is available; crease water pressure for fire streams or use the water in (b) Supplying fire fighting hose lines; a combination of fire streams and booster tank filling. (c) Relaying water from a source in a variety of com- A method common]y used is for a pumper to lay hose bina[ions or hook-ups; lines from the fire to the water supply and start pumping from the booster tank into [he hose line and onto the tire (d) Dewatering operations; while the portable pump is being placed and water supply (e) Pump and roll operations. and hose lines from the portable to the regular pumper are being hooked up. E-1-3.3 Under conditions where a fire department pumper cannot get to a source of water and there is con- P;m . siderable distance between the source and the fire (several miles), low pressure portable pumps of larger gallonage ao.d have proved to be very satisfactory when used to relay Poa.ma water to atanker fleet that shuttles water to a portable drop tank at the fire. A fire department ppumper takes suction so.e « from the portable drop tank for discharge onto a fire. (See orivew.y wme•t O I~watc. C-1-I3.) A few of the ways in which a fire department may make use of portable pumps are: ~ E-1-3.4 Pumping Directly onto the Fire. The portable ~ pump may be used to pump water into hose lines directly onto a fire. They may be carried to nearby sources of water, Figure E-I-3.5 Single relay from portable pump to pumper. say, a swimming pool, out of reach of regular fire ap- paratus. Where these water sources are close to [he fire, E-1-3.6 Uae of Portable Pumps to Fill Tankets or only small amounts of hose are needed and may be quickly Booster Tanks. Many rural fire departments are ovcr- carrted into position for rapid attack on the fire. coming problems of limited water supply by using tankers An effective portable pump Cor this purpose would need to relay water to pumpers working at a fire. Should t Itr to be of at least a medium volume type with enough dis- water supply be a stream with a small flow, for instance charge pressure to give an effective fire fighting stream. 150 gpm (568 L/min), or inaccessible by fire apparatus, An example of this type of operation is: the water may be obtained with a portable pump placed at the water supply. This pump supplies a portable folding tank that is used to stockpile water, and tankers are fill~•cl from the portable folding tank for shuttle to the fire. ,1; Ptre the fire, the tanker will discharge its water into another portable folding tank that is used to stockpile water Crain - which the pumper (pumpers) takes suction and dischar~;cs ~ water onto the fire. (See C-I-13.) Pumper Hou Lane O = It is not prudent to put the discharge line from portable w•t•. pumps into the tops of booster tanks or tankers unless no Portable Pum° ~ other way is possible or a special filling device is provided. Placing lines into tops of tankers or booster tanks is a slow way of filling the tank and may be dangerous [o [hose work- ing on apparatus. Hooking the portable pump discharge line directly into intake piping of large pumpers or tankers Figure E-1-3.4 Pumping directly onto the tire. has proven to be the quickest and safest method of filing - tanks. E-1-3.5 Single Relay from Portable Pump to Pumpers. Any of the portable pumps may be used for filling Under conditions when a normal fire truck cannot get to tankers in place of a pumper; however, the low pressure, a source of water, low pressure portable pumps of larger high volume type pumps will do the job more quickly titan gallonage have proved to be very satisfactory when used others. When pumping into tanks, strainers should be used to relay water to pumpers. This becomes feasible at a to prevent passage of trash and debris. Floating strainers greater distance from water, as large diameter hose, for have proved to be very effective. instance, is used. Where the water supply has the capacity, multiple por- taea Eeillon 1231-48 SUBURBAN AND RURAL FIAE FIGHTING table pumps for filling tankers are suggested. A 200- to protection, The sprinkler system provides the fire depart- 300-gpm (75>- to 1136-L/min) rate results in a slow filling men[ with built-in hose line protection. The sprinkler heads time; therefore, two or three portable pumps should be and piping are in place and ready to put water (other extin- moved into the operation as mutual aid tankers arrive for guishing agents may be used) on any unfriendly fire. Also, a 500-gpm (1893-L/min) filling rate. Multiple portable the record of the sprinkler system is enviable. NFPA pumps also act as a backup in case of engine failure. records show that 96 percent of all fires in sprinklered i buildings are controlled or extinguished by the sprinkler - I system with a large percentage of these fires controlled by I water no more than two or three heads. In the 3 to 4 percent lPortabie i µ with unsatisfactory performance, the following human fail- IFoiding ITank Porteblel ores have been noted: Fire I PumpO ~ ~ 1. Sprinkler system was shut off and not in service. I V 2. Fire department shut off water to sprinkler heads Pump9rTaking- before fire was completely extinguished. Portable Suction from 3. Fire department robbed sprinkler system of water Folding Tenk _ Folding Tank su 1 \ Pumper ~ ~ Tanker Being PP y' Tanker i Filled from 4. Fire department did not Use fire department Discharging Pumper Into -Discharge Line i connection. Foltling I Tank I _ _ _ _ _ _ _ _Road_~ F-2 Water Supply for Automatic Sprinkler System. F-2-1 sprinklered Building a Possible Water Source. F.gure E-1-3s. sprinklered buildings. are usually provided with a water supply such as an elevated tank or a ground level auction tank or pond equipped with a fire pump. In a number of E-1-3.7 Fire- Fighting from Tanker in Motion. Sotne cases, a distribution system with hydrants is also provided. departments have installed pipes or hard suction lines from Ground level tanks, as well as elevated tanks, can be used their tankers to portable pumps on the apparatus so they by the fire department to supply water-hauling operations. can pump from the tank into discharge lines while the Adequate provisions should be made. by the fire depart- tanker is in motion. 'fhe portable pump may be quickly men[ so as not to deplete the tank supply without also mak- disconnected and taken off the tanker for use in other iota- ing provisions for refilling the tank at the conclusion of [ions. This use is particularly effective for grain, grass, and water-hauling operations. brush 5res, as it provides uniform pressures regardless of the gear the vehicle may require fo negotiate the terrain. When building and sprinkler plans are being reviewed, Since rigging a hard suction line from a pump [o the vehi- the fire department has an excellent opportunity to make cle carrying that pump is frequently awkward, it may be contact with the property owner for permission to use Ills essential to carry a specially prepared length of hard sue- water supply in the elevated tank in water-hauling opera- tionhose for this purpose or to othernise prepare the vehi- [ions. In case a certain quantity of water must be reserved cle or the pump to make the evolution rapid and practical- for the sprinkler system, a riser, serving a hydrant available to the Fire department, may be installed that extends into E-1-3.8 Summary o£ Portable Pump Evolutions. the lank and allows the fire depaztment to use the water There are many choices that a fire department may make above that which is reserved for the sprinkler system. in deciding what size and type of portable pump will best In some municipalities (as well as some states), certain fill its needs. types of occupancies may be required by law to install Consideration must be given to the capabilities of the sprinkler systems. In a number of cases, very limited water pump and the uses to which the pump will be put. supplies, such as pressure tanks, have been provided as the sole water supply for these systems. Such properties should not be considered as a water source for awater- hauling operation for a rural fire department. Appendix F Automatic Sprinkler Protection F-3 Supervision for Sprinkler System. F-3-1 In rural areas where sprinklered properties may 7hi.r Appendix ie nol a pml of Ike requiremerzlt of ehie NFPA doaamen(, bat be isolated with good possibility that the outside sprinkler it included for injo.marion pa.pora only. alarm will not be heard in case of fire, it is desirable that F-1 Automatic Sprinkler Protection. automatic sprinkler systems referred to in Section 5-7 be F-1-1 S rinkler Protection of Rural Buildin s. fully supervised by either a competent guard on premises P g or by an alarm system with all signals transmitted directly F-1-1.1 General. Farsighted rural fire departments are to a central station or a fire alarm center. big boosters of automatic sprinkler protection. With more sprinklered buildings being constructed in rural areas, F-3-1.1 Where guard service is provided, it should meet many rural fire departments are just beginning to learn the requirements of NFPA 601, Standard for Cuard Seroite what a friend the fire service has in automatic sprinkler in Fire Loss Preaention. ' 1999 Edi9on APPENDIX G 1231-49 F-3-1.2 It is desirable that the alarm system include system may be increased, making the sprinklers more ef- supervision of sprinkler water flow, sprinkler control valve fective. Also, the fire department connection ties into the tamper, building temperature, low air pressure on dry system beyond all valves that might be shut off; therefore, sprinkler systems, fire pump operation, fire pump electric even with the valve controlling the water supply to the power, fire pump battery charger, temperature of water sprinkler system shut off, sprinkler heads may always be in tanks, and level of water in tanks where any of these supplied with water through the fire department connec- items exist. lion. After size-up by the officer in charge, the word to charge the system may be warranted. The pressure avail- F-3-1.3 The central station should meet the requirements able from the fire department pumper will not burst ttte of NFPA 71, Standardfor the Iruta[lation, Maintenance, and Use piping or heads of the sprinkler system as all parts of the of Signaling Systems for Central Station Service. system are designed and tested to withstand at least 200 psi (1380 kPa). F-3-1.4 Fire alarm centers should meet the requirements ~ ' of NFPA 1221, Slandardfor the Installation, Maintenance, arzd F-4-1.3 Shutting Off Sprinkler System in Case of Use of Public Fire Seraice Communications (formerly NFPA 73). Fire. The sprinkler system should not be shut down until the chief officer is convinced that the fire is extinguished _ F-3-1.5 Where no[ specified in NFPA 71 or NFPA 1221, or controlled and hand lines are in place for overhauling on-premises components of the alarm system should meet operations. Even then, the fire department pumper should the requirements of NFPA 72B, Standard for the Installation, not be disconnected from the fire department connection Maintenance, and Use of Auriliary Protective Signaling Systems; to the sprinkler system. Make sure that the fire is out. Sta- NFPA 72C, Standard for the Installation, Maintenance, and Use lion a person at the control valve of the sprinkler system, of Remote Station Protective Signaling Systems; or NFPA 72D, ready to reopen the valve in case of a flare-up during fire Standard jor the Installation, Maintenance, and Use of Proprietary department mop-up operations. Protective Signaling Systems, whichever is applicable. ~ F-3-1.6 In some situations, guard service or fire alarm centers referred to in F-3-1.2 and F-3-1.5 may not be feast- ble due to unavailability, economic considerations, or both. Appendix G Secondary Water Supply It is, however, very important that sprinkler alarms be supervised and signal transmitted rapidly to the fire depart- ' ment. In some rural areas where public telephone lines are Thit Appendix it not a part of tM reguiremmtt of (his NFPA doeumen(, hot the primary means of alarm transmittal, some sprinkler [nduded jo. information pnrpo.rer only. systems are "supervised" by using combinations of water G-1 Secondary Water Supply. Ilow indicators, microswitches, and the like, with direct G-1-1 General. The water supply for fire fighting pur- telephonelines or automatic phone dialers. Typically, the poses, as specified in Chapter 5, are considered the mini- signal or prerecorded alarm message is sent to a ' `fire mum water supply. They presuppose water is available to phone" location, police dispatch, or similar location where the fire department from a single water point, often using alarms are handled. In no case should automatic phone a tanker shuttle or tanker relay and in conjunction wiilt dialers be allowed on the circuit used by the public to report a portable folding tank or dry hydrant, etc. emergency messages (fire, police, or ambulance). The authority having jurisdiction may determine that an additional, secondary water supply is warranted. 7'bis F-4 Fire Department and the Sprinkler System. determination may be made as a result of on-site svrv~ ~ F-4-1 Water supplies for the automatic sprinkler system of buildings by the fire department having jurisdiction ~n~ referred to in 5-7, which consist of pumps and tank com- by review of architectural plans of proposed construction binations feeding yard mains and a hydrant system, should and/or planned development. be installed in accordance with NFPA 20, Standard for the Installation of Centrifugal Fire Pumps; NFPA 22, Standard for G-1-2 Determination of Secondary Water Supply. Water Tanks for Private Fire Protection; and NFPA 24, Stan- The determination of a secondary water supply anticipates dard for the Installation of Private Fire Service Mains and Their a large-scale fire situation. Where such conditions exist, Appurtenances. this would require a water supply delivery system consisting of multiple water points. Generally this can best he F-4-1.1 In addition to NFPA 13, Standard for the Installs- achieved by a water system that would include hydrants, tion of Sprinkler Systems, referred to in 5-7, the following a distribution system, storage, and a source of supply NFPA standards may apply where applicable: NFPA ]5, capable of delivering a minimum Bow of 250 gpm (!)46 Standard far Water S~say Fixed Systems (or Fire Protection; NFPA L/min) at 20 psi (139 kPa) residual pressure for atwo-hour 16, Standard on Deluge Foam-Water Sprinkler and Foam-Water duration. spray Systems; NFPA 231, Standard for General Storage; and NFPA 231C, Standard for Xack Storage of Materials. G-1-3 Procedure for Developing Secondary Water Re- quirement. Construction and occupancy hazard classi- F-4-1.2 Uae of Fire Department Connection. The fication tables have been compiled from equation informa- standard operating procedures (SOP) of each rural fire lion derived from the formula discussed under paragraph department should call for one of the first due pumpers G-1-4. These are tables printed in this Appendix as Tables to pump to the fire department connection of the sprinkler G-I-3(a), Wood Frame Construction, Table G-1-3(b), system. In this way, water pressure and volume to the Ordinary Construction, Table G-1-3(c), Noncombustible 1Y88 Etlition 123).-50 SUBURBAN AND RURAL F[RE FIGHT fNG Construction, and Table G-1-3(d), Fire Resistive Con- The effective area is the total square-foot area of the struction. largest floor in the building plus the following percentage. The factors considered in developing the secondary water of the other Moors: requirement for a building are as follows: (a) Buildings of Constructon Type II, III, IV, and V, (a) Type of Constrtution (Ci). Combustibility and fire re- 50 percent of all. other floors. sistance of the building itself greatly influence the develop- (b) Buildings of Construction Type I. ment and spread of a fire and, to a large extent, will deter- 1. If all vertical openings in the building have 1'/z-hour mine the amount of water needed to control and extinguish or more protection, 25 percent of the area not exceeding a fire. the two other largest floors. (b Sue of Building (Ai). The greater the story height 2. In other buildings, 50 percent of the area oC not and arger the undivided floor area, without walls or other exceeding other floors.' fire separation, the greater is the potential for a large fire aRd the greater is the secondary water regUt[emenL NOTE: llo not include basements and subbasement areas that are vacant or are used ror building maintenance, or that are oc- (c) Occupancy (Oi). A ]Ire in a building having highly copied by light-hazard or low-hazard occupancies. (Sn below.) combustible contents-will require a higher rate of water application than a Ere in a building with low-combustible The maximum value of (Ci) is limited by the following: contents. Examples would be a wastepaper warehouse at $,000 gpm (3Q,280 L/min) for wood frame and ordinary one end of the scale, and a steel pipe warehouse at the construction; other, with many variations in between. 6,000 gpm (22,710 L/min) for noncombustible and fire (d) Exposures (Xi) and Communications (Pi). Besides the resistive construction; water needed on the fire in the building under considers- 6,000 gpm (22,710 L/min) fora 1-story building of auy lion, additional water may be needed to prevent the fire type of construction. from spreading to nearby buildings. The amount oC this The minimum value of (Ci) is 250 gpm (945 L/min). extra water will depend on such factors as the distance be- The calculated value of (Ci) shall be rounded to the nearest tween buildings and the type of construction and size of 250 gpm (945 L/min). the exposed and/or communicating buildings. The method of determining secondary water require- 2. Occupancy Factor (Oi). meat is not intended to provide details For calculating an The factors below reflect the influence of the occupancy adequate amount of water for large, special fire protection in the selected building on the secondary water problems such as lumber yards, petroleum storage, refiner- requirement. ies, grain elevators, and large chemical plants. For sug- gested protection, see appropriate NFPA standards. Occupancy Hazard Classification Occupancy For any building or structure protected by an automatic Number Factor (Oi) sprinkler system that fully meets the requirements of NFPA No. 7 Light Hazard 0.75 13, Standard fm~ the Inrtallalian of Sprinkler Systems, the fire de- No. 6 Low Hazard 0.85 partment having jurisdicton may waive any requirement No. 5 Moderate Hazard 1.00 by this standard for additional water supply. (See Apfiendix No. 4 High Hazard 1.15 r') No. 3 Severe Hazard 1.25 G-I-4 Calculation. The calculation of a secondary water Representative lists of occupancies by classification of supply for a subject building in gallons per minute (gpm) occupancy hazard are given in Chapter 3 of this standard. considers the construction (Ci), Occupancy (Oi), Exposure (Xi), and Communication (Pi) factors of each selected NOTE: 'fables C-1-3(a) through G-1-3(d) are printed with the building or fire division and is done as outlined below: occupancy factors (Oi) applied for each type of construction. 1. Construction Factor (Ci): 3. Exposure (Xi) and Communication (Pi) Factors. NOTE: "1'hve fo0ows a 6riefdigest of the calculation of the secon- The factors developed in [his item reflect the influence dory water requirement for a given facility. An example otan ac- of exposed and communicating buildings on the secondary foal calculation is included in the paragraph on Examples. That portion of the secondary water requirement attributed to the type water requirement, A value of (Xi + Pi) shall be developed of construction and area of the selected building or fire division for each side of the building: is'determined by the following formula: (X +P)i = ].0 + (Xi +Pi), maximum 1.55, where i = 1 n =number of sides of Ci = 18F(Ai)0.5 subject building. F = Coefficient related to the class of cORSVUCtionl NOTE: The exposure factor shall apply to only one side of the subject building. It ie determined by the following method. F = 1.5 for wood frame construction = 1.0 for ordinary construction (a) Factor for Exposure (Xi): = 0.$ for noncombustible construction = 0.5 for Ctre resistive consVUC[ion 'If division walk are rated 1-hour or more with labeled Class B hre doors on openings, subdivide a Buor. The maximum area on any one floor used shall be the largest undivided area plus 50 percent of the second largest Ai =Effective Area undivided area nn that Boor. 19BB Etll9on APPENDIX G 1_`13I-S1 The factor for (Xi) depends upon [he construction and the largest factor (Pi) for that side. When there is no com- thelength-height value (length of wall in feet times height munication on aside, (Pi) = 0. in stories) of the exposed building and the distance between (c) Calculation of Secondary Water Supply (SWSi): facing walls of the subject building and the exposed build- ing, and shall be selected from Table G-1-3(e). $W $i = (Ci)(Oi)(X+P)i NOTE: The following buildings shall not be charged as exposures: Where wood shingles as a roof covering are permitted by the authority havingjurisdiction (on the building being • Buildings fully protected by automatic sprinklers; considered or on the exposed buildings) 500 gpm is added • Buildings with a residential occupancy; to the secondary water requirements unless such shingles • Building that are Type I Construction; are listed Class C or better. • Buildings with a blank masonry wall. The secondary water requirement shall not exceed (b) Factor for Communications (Pi): 12,000 gpm (45 420 L/min) nor less than 250 gpm (945 The factor for (Pi) depends upon the protection for the L/min). communicating party-wall openings and the length and The secondary water requirement shall be rounded off _ construction of communications between fire divisions and to the nearest 250 gpm (945 L/min) if less than 2,500 gpm shall be selected from Table G-1-3(f). When more than one (9462 L/min) and to the nearest 500 gpm (1892 L/min) communication type exists in any one side wall, apply only if greater than 2,500 gpm (9462 L/min). Table G-1-3(a) Wood Frame Cmetruction Oeeupan<y Hazard Classification AREA (sq ft) 7 6 5~ 4 3 Oi-0.75 Oi-0.85 Oi-1.00 Oi-1.15 Oi-1.25 500 250 gpm 500 gpm 500 gpm 500 gpm 500 gpm 1,100 500 ~ 750 750 750 1,000 1,700 750 750 1,000 1,250 1,250 2,600 1,000 1,000 1,250 1,500 1,500 - 3,600 1,250 1,250 1,500 1,725 2,000 4,800 1,250 1,500, 1,750 2,000 2,250 6,200 1,500 1,750 2,000 2,250 2,500 - 7,700 1,750 ~ 2,000 2,250 2,500 2,750 9,400 2,000 2,250 2,500 2,750 3,000 11,300 2,000 2,250 2,750 3,250 3,500 13,400 2,250 2,500 3,000 3,500 3,750 15,600 2,500 2,750 3,250 3,750 4,000 18,000 2,750 3,000 3,500 4,000 4,500 20,600 2,750 3,250 3,750 4,250 4,750 23,300 3,000 3,500 4,000 4,500 5,000 26,300 3,250 3,500 4,250 5,000 5,250 29,300 3,500 3,750 4,500 5,250 5,500 32,600 3,500 4,000 4,750 5,500 6,000 36,000 3,750 4,250 5,000 5,750 6,250 39,600 4,000 4,500 5,250 6,000 6,500 43,400 4,250 ' 4,500 5,500 6,250 6,750 47,400 4,250 5,000 5,750 6,500 7,250 51,500 4,500 5,000 6,000 7,000 7,500 55,700 4,750 ~ 5,250 6,250 7,250 7,725 60,200 4,750 5,500 6,500 ~ 7,500 8,000 64,800 5,000 5,750 6,750 7,750 8,000 69,600 5,250 6,000 7,000 8,000 8,000 74,600 5,500 6,250 7,250 8,000 8,000 79,800 5,750 6,250 7,500 8,000 8,000 85,100 5,750 - 6,500 7,750 8,000 8,000 Over 6,000 6,750 8,000 8,000 8,000 7YBB Etlillon _ 1231-52 SUBURBAN AND RURAL PIRE FIGHTING _ Table G-1-3(b)~ Ordinary Construction Occupancy Hazard Cluaification F =1.0 AREA (aq ft) 7 6 5 4 3 Oi=0.75 Oi=0.85 Oi-1.00 Oi=1.15 Oi-1.25 1,200 250 gpm 500 gpm 500 gpm 500 gpm 500 gpm 2,400 SOU 750 750 750 1,000 3,900 750 750 1,000 1,250 1,250 5,800 1,000 1,000 1,250 ],500 1,500 8,200 1,250 1,250 1,500 1,725 2,000 10,900 1,250 1,500 1,750 2,000 2,250 13,900 1,500 1,750 2,000 2,250 2,500 ' 17,400 1,750 2,000 ~ 2,250 2,500 2,750 21,300 2,000 2,250 2,500 2,750 3,000 25,500 2,000 2,250 2,750 3,250 3,500 30,100 2,250 2,500 3,000 3,500 3,750 35,200 2,500 2,750 3,250 3,750 4,000 40,600 ~ 2,750 3,000 3,500 4,000 4,500 46,400 2,750 3,250 3,750 4,250 4,750 52,500 3,000 3,500 4,000 4,500 5,000 59,100 3,250 3,500 4,250 5,000 5,250 - 66,000 3,500 3,750 4,500 5,250 5,500 73,300 3,500 4,000 4,750 5,500 6,000 81,100 3,750 4,250 5,000 5,750 6,250 89,200 4,000 4,500 5,250 6,000 6,500 97,700 4,250 4,500 5,500 _ 6,250 6,750 106,500 4,250 5,000 5,750 6,500 7,250 115,800 4,500 5,000 6,000 7,000 7,500 125,500 4,750 5,250 6,250 7,250 7,725 135,500 4,750 5,500 6,500 7,500 8,000 145,800 5,000 5,750 6,750 7,750 8,000 156,700 5,250 6,000 7,000 8,000 8,000 167,900 5,500 6,250 7,250 8,000 8,000 179,400 5,750 6,250 7,500 8,000 8,000 191,400 5,750 6,500 7,750 8,000 8,000 Over 6,000 6,750 8,000 8,000 8,000 Table G-I-3(c) Noncombustible Construction Occupancy Hazud Claesifcetion F - 0.80 AREA (aq ft) 7 6 5 4 3 Oi=0.75 Oi=0.85 Oi=1.00 Oi=1.15 Oi=1.25 (,900 250 gpm 500 gpm 500 gpm 500 gpm 500 gpm 3,700 500 750 750 750 1,000 6,100 750 750 1,000 1,250 1,250 9,100 1,000 1,000 1,250 1,500 1,500 12,700 1,250 1,250 1,500 1,729 2,000 17,000 1,250 1,500 1,750 2,000 2,250 ' 21,800 1,500 1,750 2,000 2,250 2,500 '17,200 1,750 2,000 2,250 2,500 2,750 33,200 2,000 2,250 2,500 2,750 3,000 39,700 2,000 2,250 2,750 3,250 3,500 47,100 2,250 2,500 3,000 3,500 3,750 54,900 2,500 2,750 3,250 3,750 4,000 63,400 2,750 3,000 3,500 4,000 4,500 72,400 2,750 3,250 3,750 4,250 4,750 82,100 3,000 3,500 4,000 4,500 5,000 92,400 3,250 3,500 4,250 5,000 5,250 103,100 3,500 3,750 4.500 5,250 5,500 114,600 3,500 4,000 4,750 5,500 6,000 126,700 3,750 4,250 5,000 5,750 6,000 139,400 4,000 4,500 5,250 6,000 6,000 152,700 4,250 4,750 5,500 6,000 6,000 166,500 4,250 5,000 5,750 6,000 6,000 Over 4,500 5,000 6,000 6,000 6,000 Rounded off to 250 gpm 7889 Edlllon J' - APPENDIX H IZ3f-53 Table G-1-3(d) Fire Resistive Construction Occupancy Hazard Claenification ~ F - 0.60 AREA (sq fe) 7. 6 5 4 3 Oi-0.75 Oi-0.85 Oi=1.00 Oi-1.15 Oi=1.25 3,300 250 gpm 500 gpm 500 gpm 500 gpm 500 gpm 6,600 500 750 750 750 1,000 10,900 750 750 1,000 1,250 1,250 ~ 16,200 1,000 1,000 1,250 1,500 1,500 22,700 1,250 1,250 1,500 1,725 2,000 30,200 1,250 1,500 1,750 2,000 2,250 38,700 1,500 1,750 2,000 2,250 2,500 48,300 1,750 2,000 2,250 2,500 2,750 59,000 2,000 2,250 2,500 2,750 3,000 70,900 2,000 2,250 2,750 3,250 3,500 83,900 2,250 2,500 3,000 3,500 3,750 97,700 2,500 2,750 3,250 3,750 4,000 112,700 2,750 3,000 3,500 4,000 4,500 '~i (26,700 2,750 3,250 3,750 4,250 4,750 145,900 3,000 3,500 4,000 4,500 5,000 164,200 3,250 3,500 4,250 5,000 5,250 183,400 3,500 3,750 4,500 5,250 5,500 203,700 3,500 4,000 4,750 5,500 6,000 225,200 3,750 4,250 5,000 5,750 6,000 247,7011 4,000 4,500 5,250 6,000 6,000 271,200 4,250 4,750 5,500 6,000 6,000 295,900 4,250 5,000 5,750 6,000 6,000 Over 4,500 5,000 6,000 6,000 6,000 Rounded oli to 250 gpm Appendix H Referenced Publications NFPA 22-1987, Standard for Water Tanks for Priaate Fire Protection NFPA 24-1987, Standard for the Installation of $iaate Fire H-1 The following documents or portions thereof are Sezice Mains and Their Appurtenances referenced within this standard for informational purposes NFPA 71-1989, Standard for [he /nstallation, Maintenance, only and thus are not considered part of the requirements and Use of Signaling Systems for Centro[ Slalion Seraice of this document. The edition indicated for each reference is the current edition as of the date of the NFPA issuance NFPA 72B-1986, Standardfor the Installation, Maintenance, of this document. arzd Use of Auxiliary Protectioe Signaling Systems for Fire.Alarrn Seraice H-1.1 NFPA Publications. National Fire Protection NFPA 72C-1986, Standard for thelnstal[ation, Maintenance, Association, Batterymarch Park, Quincy, MA 02269. and Use of Remote Station Protectiae Signs/irsg Systems NFPA 11-1988, Standard for Low Expansion Foam and Com- NFPA 72D-1986, Standard for the Installation; Maintenance, biped Agent Systems and Use of ProQrietary Protectiae Signaling Systems NFPA 13-1989, Standard for the Installation of Sprinkler NFPA 231-1987, Standard for General Storage Systems NFPA 231C-1986, Standard for Rack Storage of Materials NFPA 15-1985, Standard jor Water Spray Fixed Systems for NFPA 601-1986, Standard jor Cuard Seraice in Fire Lnrr Fire Protection Preventiorz NFPA 16-1986, Standard on Deluge Foam-Water Sprinkler NFPA 1901-1985, Standmd on Automotive Fire Apparahts and Foam-Water Spray Systems NFPA 1921-1987, Standard for Fire Department Porlablc NFPA 20-1987, Standard jor the Irzstallation of Centrifugal Pumping Units. . Fire Pumps \J J 1888 Edition 1231-54 SUBURBAN AND RURAL FIRE PIGHYING Index © 1989 National Fire Protection Association, All Rights Reserved. The copyright in this index is separate and distinct from Che copyright in [he document which it indexes. The licensing provisions set forth for the document are not applicable to this index. This index may not be reproduced in whole or in part by any means without the express written permission of the National Fire Protection Association, Inc. `A- -I. Apparatus 2-3.3 Irrigation piping D-1-8 Automatic aid Definition ......................1-4 -L- -B- Livestock ponds and rooks B-4-9 Bridges B-6-2.2, B-7 Buildings _ -M- Definition 1-4 MunieiPality Definition ....1-4 •C- Mutual aid Definition ...................1-4 Chemical additives to water supply ...C-1-IS Cisterns B-4-2 thsv B-4-7 Communication coordination H-1-2.3 -N- Construction Classification o(._ Chap.4 Normal living area-dwelling Classification number ................4-2, A-4-Z Definition ......................1 .4 Definition ............................................1-4 New, and additions, plans for . 7-1 -O. -E- Occupancy hasarde Exposure hazards Clare fication numbers ...........................Chap, 3AA-3 Definition ..............i-4 Definition J-4 Number 3 ..................................3.2.3 ' Number 4 .....3-2.4 ' -F- Number 5 3-2.5 Number 6 .............3-2.6 Fire department Number 7 .....3.2.7 Having jurisdiction Classification of .............:...:.....Chap. 3, A3 Definition ....:.................1-4 Minimum capability to transport and use water ....Table 5-9.1 (c) Reports and records requirements ....................7-2, 7-6 -P- Responsibility - Checking bridges H-7-1.5 Plane, new construction and additions 7-1 Structural surveys ...............2-1.1, A-2-1.1 Ponds _ B-3-2, B-4-9 Sprinkler systems, and . . . . F-4 Property ' Fire protection Owner/occupant, report and record requirements. 7-3, 7.5, A-7-5.2 Changes, automatic sprinkler ....7-5, A-7-5.1 .Protected First-aid B-2 Definition ...........1-4 In-depth B-2-4 Pumps, rtable ......................................App. E Special problems .5-6, A-5-6.1 Clessi mation..,..................................... E-1.2 - Foam ...............................................C-1-IS.Z Methods of using......................................E-1-3 Purpose of standard .....................I-2 H R Hazards ..............see specific type sudt as Occupancy hazards hose, large diameter ..................................App. D R<porte and records ..............Chap. 7, A-7, B-5-3.1, B-5-3.2 Carrying capacity D-1-3 Aosdway access to water supplies B-6-2 Characteristics D-i-2 ' Definition 1-4 Fittings D-1-7 -3• Large cities using D-1-5 Load capacity D-1-4 Scope of standard............................. ......1-1, A-1-1 Reels ..D-1-6 Single water point .......................see Water oinq sin le Selecting D•1-3.1 Smoke detectors -4, A-7- .1 Hydrants, dry ..B-5 Sprinkler cystems... 1-3.5, B-4-10, App. F Construction B-5-2 Change in 7-5, A-7-5.2 Design features and installation B-5-2.2 Fire department and .....................................F-4 Maintenance B-5-3 Protection of rural buildings..... F-1-1 Pressurized sources B-5-2.1 Structures with 5-7, A-5-7.1 With suction line B-6-3 Supervision (or..........................................F3 1996 EElaon INDex 19,31-55 Water supply for F-2 Water source cards............... B-1-2.5 Storage, hazardous products ..3-1.4, A-3-1.4 Water sources Streams natural water sources ..........................Ii-4 ( ) B-3 Man-made Structures, water auPPIY Natural .......IS~3 Multiple, single water poim Useful depth ..........................................Ii-~~-0 With exposure hazards .......................5-5, A-5-5.1 Water supply .....................1-3.1, Chap. 6, A-6-4, App. Ii Without exposure hazards 5-4, A-5-4.1 Access to ..........6-4, A-6-4, B-3-1 (c), B-3-2(d), li-ti Single Adequate and reliable Surveys o( ..........................'.Chap. 2, A-2 Definition ............................................I-4 With exposure hazards ............5-3, A-5-3.1 Flowing streams.............................. B-1-2.10, I4-3 Without exposure hazards............ ..5-2, A-5-2.1 Impounded supplies B-1'2.9 With automatic sprinklers ......................5-7, A-5-7.1.1 Chemical additive and _........C-IJ5 With other automatic fire suppression systems .......5-8, A-5-8.1 Fire fighting .........................(i-1 Swimming pools B-4-8 Identification .........6-5, B-1-2.11 Inspection of B-i-2.8 Minimum ..fi-3 -T- Determining .................................Chap. 5, A-5 Requirements ...............................Table 5- L I I b) Tankers llefini[ion _ I-4 Calculating water-carrying potential C-1-11 Mobile C-1 Capacity, slate regulations .........C-1-3 Precalculated _................5-9, Table 5-9.1(a) Discharging C-1-12 Preplanning R-8 Driver[raining C-1-10 Secondary .............1-3.2, App. G ' Modification C-1-9 llefinition ............I-4 Moving water by C-1 Sprinkler system, for..................................... P-2 Plumbing C-1-6 Structures .........................see Structures, water supply Purchase or construction of C-1-2 Total, determining...... ..................1-3.1, Chap. 5 'T'urning radius and wheelbase C-1-8 'I'rooster................................................(i=Z Weight distribution ....................................C-1-7 Water supply officer B-1~2 Tanks, portable drop C-I-13, C-1-14 llefinition ..I-} Baffles C-1-5 Water system Domestic R-2-2 Municipal-type -W- Definition I-4 Water usage agreement B-I -'2.6 Water hauling .......................1-3.3, App. C Wells, driven.......................................... R-4-II Water map ...........................................8-1-2.7 Wetting agents....................................... C-1-L5.3 Water operations, procedures B-I-2.12 Definition ..............................................I-4 Water point, single Definition ............1-4 ~ _ 7889 Ediiian Errata NFPA 1231 Water Supplies for Suburban and Rural Fire Fighting 1989 Edition Reference: G-1-3(a) (e) (f), G-1-4, G-1-5 The Committee on Forest and Rural Fire Fighting notes the following error in the 1989 edi- tion of the Standard on Water Supplies for Suburban and Rura( Fire Fighting, NFPA l`231: 1, Chaage lifts on coon to read "Water Supplies for Suburban and Rural Fire Fighting" . 2. !Add Table C-1-3(e) "Factor for Exporure (X~). ar jo[[owt: Table G-L3(e) Factor for Eapoeure (Xt) Construction of Facing Wall of Exposed Building Classes Construction Distance L<ngth- 2, 4, 5, & 6 of Feet Height 1,3 Unprotected Semi-Protected Blank Facing Wall to the of Facing Openings Openings Wall of EaPoaed Wall (wired glass Subject Bldg. Bwlding of Eaposed or outside Buildio o en s rinklers Frame, Metal 0-10 1-100 0.22 0.21 0.16 0 or 101.200 0.23 0.22 0.17 0 Masonry 201-300 0.24 0.23 0.18 0 with 301-400 0.25 0.24 0.19 0 Openings Over §00 0.25 0.25 0.20 0 , II-30 L100 0.17 U.IS B.II 0 101-200 0.18 O.16 0.12 0 201-100 O.I9 0.18 0.14 0 3UI-400 0.20 0.19 0.15 0 Over 400 0.20 0.19 0.15 0 31-60 .1-100 0.12 O.tO 0.07 0 101.200 0.13 0.11 0.08 0 20L300 0.14 0.13 0.10 0 301-400 0.15 0.14 0.11 0 Over }00 0.15 0.15 0.12 0 b1-100 I-100 0.08 0.06 0.04 0 IOl-200 0.08 0.07 0.05 0 201-300 0.09 0.08 0.06 0 301-400 0.10 0.09 0.07 0 Over 400 0.10 0.10 0.08 0 Bank Facing Wall of the Exposed Building Is Higher than Subject Building: Masonry Use the above table EXCEPT use only the Length-Height of Facing Wall of the Ex- J Wall posed 8vilding ABOVE the height of the Facing Wa11 of the Subject Building. Build- ings five sories or over in height, consider as five stories. When the Height of the Facing Wall of the Exposed Building is the Same or Lower than the Height of the Facing Wall of the Subject Building, X~ ~ 0. _ (Continued) 3. .odd Table C-1-3(n "Fodor fo> Communttalmns (P as jollomr: Table G-1-7(Q Factor far Communication (P~ ) Fire ResuUVe. Non-Combustible Communications Wsth or Slow-Rurnin-g Communications _ Combustible Construction llescription of O en Enclosed O en Enclosed Protection of Any 10 FL 11 Ft. 21 Et. 10 Ft. I1 Ft. 21 Ft. 10 Ft. I1 Ft. 21 Ft. Passageway Length or to to or to to or to to Openings Lcss TO Ft. 50 Ft. Less 20 FL 50 FL Leas 20 Ft. 50 Ft. Unprotected 0 + i 0.70 0.20 0.30 0.'10 O.IU ? * ? ? 0.70 Single Class A fire boor 0 0.'20 0.10 0 0.20 0_IS 0 0.70 0.20 0.10 at Onc F,nd of Passageway Sngle Class R _ Fire Uoor 0 11.30 0.20 0.10 0.25 0.20 0.10 0.35 0.'25 0.15 at Onr Fnd of Passageway SinGlr Class A Fin• Gonr at P.urh ILnd u Uouhle Class A Il 11 0 0 Il II 0 11 ll 0 Fire Lli,ors ai One Bnd of Passageway Singh Class 0 Fire boor :u F'ach i'~.nd ur IJouble Cluss 8 0 U.10 0-0G ll U U 0 0.15 11.10 ll Firr Uonrs at One I:nd of I'assagewav a Por over 50 Irct, 1' = 0. t ~ For unprotected passageways of this length, consider the 2 buildings as a single Fire Division. £ ht C;-1-4, Calculation - "L Construction Factor (C~)- revise farmu[a la >e¢d as follotus: Gt G/-4, Calculatton - 3. Exposure 13 Cmnmunicalion (P) Factors. josmula ehould read as jolloms: n i =1 6 Table G-l-3(a). Add the coefficient reloled Io the Class of Con.rhuction as fa[lauu: F = 1.5 (C'ominued) 7. Add a Hero G1.5, "Examples of Calculating Szcondary (Design) Water Supply. ar jo[lowr: G-1-5 Examples of Calculating Secondary (Design) Water Supply. Example 1: A 3-story, ordinary-construction building, occupied as Moderate Hazard with unused basement, has a ground Boor area of 7,300 sq ft. The effectiue area is 7,300 + 1/2(7,300 + 7,300) = 14,600 sq. ft. In Table G-1-3(b), the area of 14,600 sq ft is between 13,900 sq ft and 17,400 sq fr therefore, under Occupancy Hazard Classification 5, the Construction Factor (C~) and Occupancy Factor (O~) is 2,250 gpm. Example 2: A 3-story, wood-frame building, with a GFA of 7,300 sq ft, com- municates through unprotected openings with a 5-story, ordinary-construction building with a GFA of 9,700 sq ft. Both buildings are occupied as Moderate Hazard. The basements have Light-Hazard and Low-Hazard contents. The ~ectiee area for the building is 7,300 + 9,700 + 1/2 [2(7,300) + 4(9,700)] 43,700 sq ft. The (C.~) (O,) for each reclion is the secondary water requirement for the section if it was separate from the other sections by one or more automatic or self-closing, la- beled, Class A fire doors or by blank walls. The effective area for the wood-frame sec- tion is 7.,300 + 1/2(7,300 + 7,300) = 14,600 sq ft. The effective area for the ordinary section is 9,700 + 1/2(4 x 9,700) = 29,100 sq (t. cLASS AcTUnL ~ (q)(o) PRO-RrcreD (c)(o)FOR AREA FOR EACH EACH S~.CTION CLASS BASEU BASEll ON ITS ON EFFECTIVE EFFEC"I7VE BUILDING AREA AREA (C~) (OI) (I) (2) (3) (4)-(2)x(3) (5) Wood Frame 21,900 31.1 S,75U 1,788 3,250 Ordinary 46,500 68.9 3,750 2,584 3,000 70,400 4,371 By proportioning, the (C.) (O.) is 4,250 gpm (rounded from 4,372). This is larger than the maximum by section; therefore, the (C~) !O~) value is 4,250 gpm. Example 3: A 1-story, ordinary building, occupied as Moderate Hazard without basement, has an area of 210,000 sq ft. The effective total area is 210,000 sq ft. Table G-1-3(b) indicates a needed tire Bow of 8,000 gpm; however, this is a 1-story building and, therefore, the value for (C~) (O~) = 6,000 gpm. Example 4: A 2-story, wood-frame building, occupied as Moderate Hazard, has an area of 60,000 sq ft and communicates through unprotected openings to a 1-story, noncombustible building with an area of 45,000 sq ft. The effective area is 45,000 + 60,000 + t/2(60,000) = 135,000 sq ft. The effective area of the wood frame section is 60,000 + 1/2(60,000) = 90,000 sq ft. The effective area of the noncombustible section is 45,000 sq ft. CLASS ACTUAL %o (C)(O) PRO-RATED (C.)(O)FOR AREA FOR EACH EACrH SECTION CLASS BASED BASED ON ITS ON EFFECFIVE EFFECFIVE BUILDING AREA ~ AREA (1) (2) (3) (4) -(2)x(3) (5) Wood Frame 120,OW 72.7 8,000 5,816 8,000 Noncombustible 45,000 17.3 5,250 1,433 3,000 7,149 By proportioning, the C is 7,250 gpm (rounded from 7,249); this is less than the Section C for wood frame; therefore, the value (or~G = 8.000 gpm. (Continued) Example 5: -Che subject building, a 2-story, ordinary building of 175 It x 100 ft is located 15 feet east of an exposed building identical in construction and area. Both buildings have unprotected openings. The length-height value of the exposed building is 2 x l75 = 350. From Table G-]-3(e), the exposure charge (X) is 0.19, or 19%o. Example 6: The subject building, a 1-story frame building of 75 ft x 100 ft, com- municates on the long side, through an enclosed, frame passageway, 24 feet in length, to an ordinary building. Both buildings have unprotected window openings. The length- height value is t x l00 = 100. The exposure charge (X) for this side from Table G-1-3(e) is 0.15. "the communication charge (P) for this side from Table G-1-3(f) is 0.30. The exposure charge and communication charge for this side (Xi + P.~) is the sum of 0.15 and 0.30 = 0.45. Issue Date: November 29, 1989 Copyright ©199U All Rights Reserved NA"I'IONAL FIRE I'R09~EC"PION ASSOCIA"FION 1141-I Copyright ©I990 NFPA, All Rights Reserved NFPA 1141 Standard for t=. Fire Protection in Planned Building Groups ` 1990 Edition ' This edition of NFPA 1141, Standard for Fire Prolertiort in Planned Building Groups, was ~ i ; prepared by [he 7"ethnical Committee on Forest and Rural Fire Protection and acted on ~ by the National Fire Procection Association, Inc. at its Annual Meeting held May 21-24, 1990 in San Antonio, TX. It was issued by the Standards Council on July 20, 1990, with - an effective date of August 17, 1990, and supersedes all previous editions "the 1990 edition of this document has been approved by the American National Stan- f Bards Institute Origin and Development of NFPA 1141 ~ ~ ' Work on this standard was begun in 1972 by the farmer "Cechnical Committee on Sub- urban and Rural Fire Prevention and Promotion iu response to needs expressed by sev- eral members. Several drafts were prepared and a document was adopted by the Con~elating Committee on Suburban and Rural Fire Protection and Prevention (predecessor to present committee) fm~ presentation at the 1977 Annual Meeting. Due to technical problems, the 'y standard was withdrawn from the meeting agenda. - Following reorganization of the Committee in 1982, a task group undertook a review F and update of the 1977 document which resulted in the 1985 edition. The current Com- mittee has revised the 1986 edition resulting in the 1990 edition. p f k 7 j n ,e,,~ - 5 1991 ~ I141-2 FIRE rRO'rfc'noN tN r[aNNED Ruaornc ceours Technical Committee on Forest and Rural Fire Protection R. L. Bjornsen, Ghnirmau E'MA Int'I, Inc. James T. Woofers, Per. Cknirmnn DeKalh Cnty Fire Services Mary D. Chambers, Sarralnrv Bernalillo Cnty Fire District I11 Fred G. Allinaoa, Nat'I Volum~cr Fire Council Louis C. Jekel, Rural/Metro Gorp. Lee Barkow, USDI Bureau of Land Management Ralph R. Lafferty, MacMillan Rloedcl Ltd. Lym R. Biddison, Chemonics, Fire-"trot Michael W. Lowdey Bladen Coty Ollice of Emer- John E. Bunting, New Boston Fire Dept. gency Services ttiebara J. Day, California Dept. of Forestry & fire Paul G. Mason, M&M Protection Consuhants Protection Rieherd E. Montague, Incident Management Con- Dennis Dube, Forestry Canada ccpts J. A. Fosteq ISO Commercial Risk Services Inc. Frederick S. Richards, NYS Dept. of Srate Donald C. Freger, Georgia Forestry Ctnnmission Rep. FMANA William Coldfeder, Loudoun Cnty Dept. of Fire/ James C. Sorenson, USDA Forest Service Rescue Services Rupert M. Swinford, USDA Forest Service Rep. IAFC Gaty O. Toklq CA State Pire Alarxhal's Oflice Salvatore M. Grasso, Fred S. James & Co. of NY Inc. Howard L. Vandemall, Lawdnn Fire Services, loc. Edward T. Grope, Western Fire F,quipmeot Co. John ViewegeG ANSUL Fire 1'rnlection Roy G. Hatcher, Iowa Conservation Commisaiou Louis A. Wituman, Scot[xlale Fire Dept. Alternates John F. Marker, USllA Forest Service Edward F. Straw, (SO Commercial Risk Services loc. (Alternate to R. M, Swinford) (Alternate to J. A. Foster) Edward C. Mazrirkiewitz, M&M Protection Gnnsult- David D. Wrliuq (1A State Fire Marshal's Olticc ants Rcp. FMANA (Alternate to 4 O, "1'ukle) (Alternate w P. G. Mason) William J. Baden, NFPA StaIT Liaison %'lais ftq rr(Insrnts IAr urrmbrnhip nl Iha lime llra CnmmiHrv nvar Anllalyd nrr llra Irxl n/'Ehis erlition..Sinrr lA.r! [imr, dmngas in lke memAership cony Anna oecurrrrl. NO'(E: Membership on a Gonnniuce shall not in mrd uCiKelCrrnurihne an •eaduesnnent oC the Association ' or any document developed by the Gonrnrittee on which the member serves. 1980 EdiUOn ~ J . CON'I'ENIS 1141-a Contents Chapter 1 Purpose and Scope 1141- 5 1-1 Purpose 1141- 5 1-2 Scope 1141- 5 Chapter 2 Definitions 1141- 5 2-1 Definitions 1141- 5 Chapter 3 General Requirements 1141- 7 3-I Means of Access for Fire Department Apparatus 1141- 7 3-2 Firc Lanes 1141- 7 3-3 Parking Lot Lanes 1141- 7 3-4 Grades 1141- 7 3-5 Location of Structures 1141- 7 3-6 Fire Protection 1141- S " 3-7 Water Supply 1141- 8 3-8 Construction of Structures , 1141- 9 3-9 Fire Protection during Construction 1141- 9 3-10 Plans 1141- 9 Chapter 4 Referenced Publicatiana 1141-10 Appendix A 1141-]0 Appendix B Referenced Publications 1141-I 1 Appendix C Bibliographical and Information Sources 1141-1 l Index 1141-1`2 1990 Edition ' PURPOSE ANU SCOI'E/DEFIN ITIONS 1141-fi NFPA 1141 Chapter 2 Definitions - Standard for 2-1 Definitions. Words defined in this standard are intended for use only with the sections of this standard. I h~l~- Fire Protection in Planned Building Groups initions set forth in any document referenced by this st:ui- dard shall be the acceptable definitions for use of that 1990 Edition document only. Words not specifically defined in this st:m- dard or other referenced documents shall be interpreted :a being the ordinary usage of the word as set forth in Wcb- NO'FICE: An asterisk following the number or letter des- stet's Third New International Dictionary of the English L:m- ignating aparagraph indicates explanatory material on that guage, Unabridged, as published by the G & C Mernam paragraph m Appendix A Company, Springfield, Massachusetts, in 1966. Information nn referenced publications can be Found in Alternative. A system, condition, arrangement, material, Chapter 4 and Appendix 6. or equipment submiUed to the Gre marshal as a substitmc for a code requirement. Chapter 1 Purpose and Scope Approved. Acceptable to the "authority havingjm~isrlic- tion." 1.1 Purpose. The purpose of this standard is [o amsoli- NO7~F,: The National Fire Protection Association does nm date into one document the necessary requirements for the approve, inspect or certify any installations, procedures, eyuip- prevention or minimizing of loss of lives and property that meat, or materials nor does it approve or evaluate testing lab- may result Crom (ite in buildings that are a par[ of planned oratories. In determining the acceptability of instalations or building groups. Pr<x edurcs, nryipmeut or materials, the authority havingjuris diction may hale acceptance on compliance with NFI A of other appropriate standards. In the absence oC such standards, 1-2 Scope. said authority may require evidence of proper installation, prn- 1-2.1 This standard is intended to apply to all developments cedure or use. "1'he authority having jurisdiction may alx> relt~i to the listings or labeling practices of an organization ani- meeting the definition of planned building groups and may cerned with product evaluations which is in a position to deu~i - be used as guidance in other situations where a number of mine compliance with appropriate standards For the current buildings are constructed in an area with limited access, water production of listed items. supply, or other distinguishing features that may be referred Authority Having Jurisdiction. "the "authority hating to in this standard. This standard is not intended to apply jurisdiction" is the organization, office or individual respnn- - to mobile home or recreation vehicle parks, which are pro- Bible for "approving" equipment, an installation or a pirn c- vided for in NFPA 501A, Standard jot Fires¢fety Criteria jot duce. Manufactured Home /nstallations, Sites, and Communities, and NFPA 501 O, Standard for Firesafety Criteria for Recreational Veki- NOTE: l~he phrase "authority havingjurisdiction" is used cle Parks ¢nd Campgrounds, respectively, nor to farm proper- in N F'PA documents in a broad manner since jurisdictions and lies. "approval" agencies vary as do their responsibilities. Where puhlic safety is primary, the "authority having jurisdiction` may be a Icderal, state, local or other regional department 1.2.2 This standard shall not be construed as prohibiting or individual such as a lire chief, fire marshal, chie(o(a lire better construction or planning features that will materially prevention bureau, labor deparment, health depanmem. improve fire protection, fire control, or fire prevention. building ofbcial, electrical inspector, or others having Brant fury authority. For insurance purposes, an insurance insper- 1-2.3 The provisions of this standard are intended to tinn department, rating bureau, or other insurance a>mpauc encourage the use oC innovative alternatives that are deemed representative may he the "authority havingjurisdiction:' Iu many circumstances the property owner or his designated through inspection, tests, or other substantive means as meet- agent assumes the role of the "authority havingjurisdiction": ing the intent of [his standard by [he authority havingjuris- at government installations, the commanding officer or deparo- diction. These alternatives require monitoring by the mental uflicial may be the "authority havingjurisdiction." authority having jurisdiction to ensure the integrity of the Automatic Fire Extinguishing System. Any system Ihat provisions of this standard. is designed and installed to detect a fire and subsequcntk 1-2.4 "Phis standard shall not be construed as alterin an discharge an extinguishing agent without human activation g Y or direction. existing code, law, or regulation that may require fire pro- tection features not covered or alluded to in this standard, Basement A story with more than 50 percent of its otbic nor shall it waive any reyuirements of any code, law, or reg- volume below grade. ulation. When any conflict exists between this standard and Curb Cut. Reduced curb height to facilitate vehicle pas- any other applicable rode, law, regulation, or order, the pro- sage over or across a curb. Curb cut can be an abrupt rcduc- visions of the applicable code, law, regulation, or order shall tion or may be a tapering reduction for the length of the curb prevail on each side of the means of access. 1-2.5 This standard is not intended to set forth general fire Dwelling. A single unit providing complete and indepcn- prevention features or procedures that may be covered in dent living facilities for one or more persons, including pt~r other codes or standards, nor shall it prohibit the common- manent provisions for living, sleeping, eating, cooking.:uul sense use of fire prevention measures. (See Appendix B J sanitation. 1980 Edition 1141-fi FIRE PROTECTION IN PLANNEn BUILDING CROUPS Existing Condition. Any situation, circumstance, or Labeled. Equipment or materials to which has been physical makeup of any structure, premise, or process that attached a label, symbol or other identifying mark of an orga- was ongoing or in effect prior to the adoption of this Stan- nization acceptable to the "authority having jurisdiction' and lord. concerned with product evaluation, that maintains periodic inspection of production of labeled equipment or materials Farm Properties. Those properties that arc used pri- and by whose labeling the manufacturer indicates compliance manly for agricultural purposes. with appropriate standards or performance in a specified manner. Fire Department. The goventmental, quasi- governmental, or other organization that is responsible for Listed. Equipment or materials included in a list pub- providing fire protection services to an area. lished by an organization acceptable to the "authority hav- ingjurisdiction" and concerned with product evaluation, that Fire Door. A tested, listed, or approved door and door maintains periodic inspection of production of listed equip- assembly constructed and installed for the purpose of pre- men[ or materials and whose listing states either that the venting the spread of fire through openings in walls, par- equipment or material meets appropriate standards or has titions, or other horizontal or vertical construction. (See been tested and found suitable for use in a specified NFPA 8Q Standard jor Firt Doors and Windows, jor classificn- manner. Lion and ty~ses of fire doors J NO"f E: The means for identifying listed equipment may vary Fire Hazard. Any situation, process, material, or condi- fur each organization concerned with product evaluaiion, some tion that, on [he basis of applicable data, may cause a fire oFwhich do not recognize equipment as listed unless it is also or explosion or provide a ready fuel supply to augment the labeled. "1'he "authority having jurisdiction" should utilize the spread or intensity of the fire or explosion and that poses system c nployed by the listing organization to identify a listed a threat to life br [he property of others. product. Means of Access. 1'he method or arrangement by which Fire Hydrant. A valved connection on a piped water entry or approach is made to a building area by fire depart- supply system having one or more outlets and that is used nrent apparatus. to supply hose and fire department pumpers with water. Municipal-Type Water Syatema. A system having water Fire Lane. The road or other passageway developed to pipes servicing hydrants and designed to furnish, over and allow the passage of fire apparatus. above domestic consumption, a minimum flow of 250 gpm at 20 psi residual pressure for a two hour duration. Fire Marshal. The individual designated as the admin- istrative head of the agency, bureau, or division responsi- Planned Building Groups. Multiple structures con- ble for the administration and enforcement of the fire pro- structed on a parcel of land that is under the ownership, mn- tection laws of the jurisdiction. Por purposes of utilizing trot, or development by one individual, corporation, this standard, this term shall also apply to any person des- partnership, or firm, excluding farms, manufactured home igrtated as a representative of the fire marshal. installations, sites, and communities and recreational vehi- cle parks and campgrounds. Fire Protection System. Any fire alarm device or sys- tem or fire extinguishing device or system, or their combi- private Building. Any building or that portion of a build-, nation, that is designed and installed for detecting, control- ing that is normally not frequented by nor open to the ling, or extinguishing a fire or otherwise alerting public occupants, or the fire department, or both, that a fire has occurred. Private Drive. The same as Private Street. Floor Area, Gross. 1'he floor area within the inside Private Dwelling. The same as Dwelling. perimeter of the outer walls of the building under consid- . erasion with no deduction for hallways, stairs, closets, Private Road. The same as Private Street. thickness of interior walls, columns, or other features. Where the term area is used elsewhere iu this code, it shall Private Street. Any access way normally intended for be understood to be gross area unless otherwise specified. vehicular use in the movement between points within a planned building group area or between the planned build- Grade. The reference plane representing the average ing group area and a street. elevation of finished ground level adjoining the huiiding at all exterior walls.' Roadway. Any street, private street, or fire lane. Height. As applied to a building, height means the ver- Shall. Indicates a mandatory requirement. tical distance from grade to the average elevation of the roof of the highest.story. Should. Indicates a recommendation or that which is advised but not required. Jurisdiction. Any governmental unit or political divi- sion or subdivision including, but not limited to: township, Standpipe. A pipe and attendant hose valves and hose village, borough, parish, city, county, state, common- (if provided) used for conveying water to various parts of a wealth, province, freehold, district, or territory over which building for fire fighting purposes. (See NFPA 14, Standard the governmental unit exercises power and authority. for the /nstallation of Stand¢ipe and Nose Systems.) 1990 Etlltlon _.d....... _a-_w„ GENERAL RE~UIREMEN"iS. 1141-7 Story. That portion of a building included between the 3-1.7 Parking in any means of access shall not be permit- upper surface of the floor and the upper surface of the floor fed within 20 ft (6 m) of a fire hydrant, sprinkler, or stand- or roof next above. pipe connection or in any other manner that will obstruct or interfere with the fire department's use of the hydram or Street. A public thoroughfare (street, avenue, or boule- connection. yard) that h4s been dedicated for vehicular use by the puh- lic and can be used for access by fire department vehicles. 3-1.8 "No Parking" signs or other designation indicating Structure. An buildin monument, or other ob'ect that that parking is prohibited shall be provided at all normal :md Y g~ J emergency access points to structures and within 20 ft (fi nr) is constructed with the ground as its foundation or normal of each fire hydrant, sprinkler, or standpipe connection. resting place. Supervised Automatic Fire Extinguishing System. Any 3-1.9 Where no recognized water supply distribution sys- automatic fire extinguishing system that is constantly mon- rein exists, appropriate access shall be provided for water sup- itored so as to determine its operating conditiyn at all times. plies in accordance with the provisions of NFPA I `L1e I. Slatulard on Water Supplies for Suburban and. Rural T.r,'• System. Several items of equipment, assembled, grouped, Fighting. or otherwise interconnected, for the accomplishment of a spe- cific purpose or function. 3.2 Fire Lanea. ' Wildfire. An unplanned and unwanted (ire requiring 3.2.1* Fire lanes shall be provided as required by the lire suppression action; an uncontrolled fire, usually spreading department having jurisdiction and in keeping with the Ihl- through vegetative fuels but often threatening structures. lowing requirements. 3.2.2 Fire lanes shall be at least 20 ft (6 m) in width rcit6 Cha ter 3 General Re uirements the road edge closest to the structure at least 10 ft (3 m) li om P 9 the structure. 3-1* Meana of Access for Fire Department Apparatus. 3.2.3* "No Parking - 'l'ow-Away 7.one" signs shall be 3-1.1 Means of access for fire department apparatus shall pt>sted in accordance with the instructions of the fire depart- consist of fire lanes, private streets, streets, parking lot lanes, nrent having jurisdiction, and a method of enforcing such or a combination thereof. provisions shall be provided. 3-1.2 Means of access for fire de artment a aratus shall 3-2.4 Fire lanes connecting public streets, roadways. or P PP' private streets shall be provided with curb cuts extendigG ai be provided to all structures in planned building groups in (east 2 ft (0.6 m) beyond each edge of the fire lane. accordance with Section 3-1 and the applicable provisions of Sections 3-2 through 3-9. 3-2.5 1'he designation and maintenance of fire lanes on pri~ vate property shall be accomplished as specified by the fire 3.1.3* Means of access for fire department apparatus shall department having jurisdiction. be constructed of a. hard, all-weather surface adequately designed to support the heaviest piece of fire apparatus likely 3-3* Parking Lot Lanes. Parking lot lanes shall have amin- to be operated on the fire lane, private street, street, or park- inwm of 25 ft (7.5 nr) clear width between rows of parked ing lot lane. vehicles for vehicular access and movement. 3.1.4 Every dead-end roadway more than 300 ft (91 m) in 3.4 Grades. length shall be provided at the closed end with a turnaround acceptable to the fire department. 3.4.1 Grades shall he no more than ]0 percent. 3-1.5* Turns in roadways shall maintain the minimum road Exception: %'he aulhmily having jurBdiclion may allow slrrpr~r width. grades where milig¢tion treasures c¢n be agreed upon jointly hr Urr fire chief and the road engineer. 3-1.5.1 Turns in publicly owned or privately owned major 3-4.2 Any secondary road intersecting with another road feed roadways shall be constructed wuh a minimum radius shall be sloped one to three percent down and away liom of 100 ft (30.5 m) to the centerline. the intersection for a distance of 100 ft (30.5 m) from rho ' intersection. ~ . - 3-1.5.2 Turns in other privately owned means of access shall - , be constructed with a minimum radius of 25 ft (7.5 m) a[ the 3-4.3 Grades shall be no less than 0.5 percent in-ortlrr r, inside curb line and a radius of 50 ft (15 m) at the outside prevent pooling of water in the traveled way. curb line. 3-5 Location of Structures. 3.1.6* Roadways shall be not less than 24 ft (7 m) wide pr<r vided no parking is allowed, not less than 30 ft (9 m) wide 3.5.1 Structures exceeding I OOU sq ft (93 sq m) gross IL,oi if parallel parking is allowed on one side, and not less than area shall not be set back more than 50 ft (15 m) from ;ur 36 ft (10.5 m) wide if parallel parking is allowed on both sides. approved fire lane or street. 1990 Editia~ 1141-8 EIRE PRO!'ECI'ION IN PLANNED BUILDING CROUPS Excelrtimr No. 1: All perimeter walls of a structure a-nd all exte- of Sprinkler Systems, NFPA 13D, Standard for the Installation of riot doors Into the structure constructed as a part of a planned build- Sprinkler Systems in One- and Two-Family Dwellings and Mobile ing group are permitted to be within 200 ft (61 m) of an approved Homes, or NFPA 13R, Sl¢ndard for the hutallation of Sprinkler fire lane or street when the structure is protected by an automatic Systems in Residential Occupancies up to I-our Saorzes du Haight, sprinklr{r system in accordance with NFPA 13, Standard jor the whichever is appropriate. /nalallalian of Sprinkler Systems, NFPA /3D, Standard for the hutallation of Sprinkler Systems in One- and Two-Family Dwell- 3-8.Y.2 Fire department connections for sprinker systerus fogs and Mobile Homes, or NFPA 13R, Standard far the Instal- shall be located within 50 ft (15 m) of a fire hydrant lotion of Sprinkler Systems in Residential Occupancies up to Four Stories in Hedghy and is less than 30 jt (9 m) in height. 3.6.9" A portable fire extinguisher having a minimum rat• Exception No. 2: When any combination of private fire protection ing of 2-A, l0-BL shall be provided in each dwelling unit. jacidities, including but not limited to fire-resistive roofs, fire sep- (See Appendix B.) oration walls, spate sepamtion, and automatic fire extinguishing sys- te»u, is provided and approved by the fire nw.rshal as an acceptable ahenmtive, 3-5.1 steal! not apply. 3-6.4 An approved single station smoke detector(s) or an approved automatic detection system shag be installed in each 3-5.2 All structures exceeding three stories in height and dwelling unit in accordance with NF-PA 74, Standard for dre 3,0011 sq fi. (279 sq rn) in ground Boor area and containing Installation, Maintenance, and Use of Household Fire Warning nonrated openings in exterior walls facing other structures Equipment. The automatic detection system shall include at shall be separated from other structures by at least 50 ft least one smoke detector in each dwelling unit. (See Appen- (15 m) of clear space between structures, and 25 ft (8 m) from dix B J a common property line. (See /-2.4.) 3.6.5 For other than dwelling units, a fire warning or alarm 3-5.3' At least two means of access for fire apparatus shall system shall be provided in accordauce with the applicable be provided for each structure exceeding 30 ft (9 m) or three NFPA code or standard for the intended occupancy of the stories iD height, not less than one of which shall be a fire structure. Such systems shall be installed in accordance with lane or street. the applicable NFPA code or standard for the type of system installed and shall be designed to alert occupants under emer- 35.4' At least 14 ft (4 rn) of nominal clearance shall be pro- gency conditions and to retransmit to ensure notification. of vided over the full width of streets, private streets, fire lanes, the fire department Alarms or warning systems shall be and other means of vehicular access. tested and maintained in accordance wrth the applicable NFPA code or standard or as may be required by the author- 3-5.5' Landscaping or other obstructions shall not be placed ity having jurisdiction. (See Appendix B.) around structures in a manner so as to impair or impede accessibility for fire fighting and rescue operations. 9-7 Water Supply. (See Appendix B.) 3.5.6* The location of structures and access to each strut- 9-7.1 Water supply systems not publicly owned and installed lure shall be approved by the fire marshal before permits for shall meet the minimum requirements of NFPA 24, Blandon! coustructioe are issued. for the Inslalladian of Prirxile Fire Service Mains and 77ieir Appur- tenances, or NFPA 1231, Standard on Water Supplies for Sxd~- 9.6 Fire Protection. urban and Rural Fire Fighting, where no recognized water supply distribution exists. 3-6.1 All structures more than three stories in height or over fiU ft (15 m) in height above grade and containing interme- 3-7.2 Fire hydrants shall be provided in a ratio of at least diate stories or balconies shall be equipped with a standpipe one fire hydrae[ for every 160AW sq ft (8370 sy nr) of system in accordance with the provisions of NFPA l4, Stan- ground area or portion thereof involved in the development. dnrd for the Installation of Standpipe and Hose Systems (see 1-2.4). subject to the fire flow requirements established by the Fire department standpipe connections shall be located within authority having jurisdiction. 50 ft (15 m) of a fire hydrant. Exception: This section shall not apply to indusMial process strut- Exception: 7ha's requirement shall not apply to land planned or lures where life or properly of others is not imperiled by fire or expla- left jor other than structural developmeul. sioa 3-7.2.1 7~he lire flow requirements shall be not less than that 3-5.E Automatic fire extinguishing systems shall be required established by the fire department having jurisdiction. In as set forth in the applicable NFPA code or standard for the cases where a water supply system consisting of mains :cod intended occupancy of the structures or as may be otherwise hydrants does not exist, the provisions of NFPA 1 `L31, Slan- required by the authority having jurisdiction. All such sys- dnrd on Wafer Supplies for Suburban u~ul Hu>ul Fire Fighting, shall terns shall be installed in accordance with the applicable NFPA aPP1Y• staredard or code for [he type of fire extinguishing system iustallerl. (See Appendix RJ 3.7.2.2 Water supplies shall be capable of supplying the required fire flow for ac least one hour for fire flows of 1500 3-6.2.1 Any residential building containing more than four gpm (6750 Wmin) at 20 psi (1.38 bars) or less or for two living units shall have an automatic extinguishing system hours for fire flow greater than 1500 gpm (6750 Wmin) :u installed according to NFPA l3, Standard fm~ the Installation 20 psi (1.38 bars). 1990 Edition r ° d. GENERAL RE52UIREM EN'I'S 1141-9 Fxceptimt: In those situ¢tdons where the provisions of NFPA 1231, 3-g.2 Common walls between tenants or dwelling units shall Standard on Water Supplies far Suburban and Rural Fire Fight- have a fire resistance rating of not less than 1 hour. ing, are utilized, 3-7.2.2 shall not ¢pply. 3-8.3 goof coverings shall be Class C or better when tested 3.7.2.3• The contractor or installer of water supply systems in accordance with NFPA 256, Stmadard Methods of Fire %'e,vlc in planned building groups shall demonstrate by actual test of Roof Coverings. that the capacity of the water supply system will meet fire pro- tection design requirements. Fire flow performance tests shall 3-9 Fire Protection during Construction. (See Appendix H.) be witnessed by the fire department and other authorities having jurisdiction who desire to do so. 3-9.1 Protection shall be not less than that required by the Poe department having jurisdiction. 3.7.3 Where amunicipal-type water supply is provided, distances between installed fire hydrants shall not exceed 3.9.2 Fire department vehicular access to all structm~es 300 ft (91~m) unless fire department operations or technol- wider construction shall be provided at all times. In areas ogy would otherwise dictate increased spacing. For buildings where ground surfaces are soft or likely to become soft, hard, exceeding 20,000 sq ft (1860 sq m) in ground floor area, a all-weather surface access roads shall be provided. (See 3-1.3.) fire hydrant shall be installed within 300 ft (91 m) of any por- lion of the exterior of the building. Actual location of fire 3.9.3 The fire protection water supply system, including Eirc hydrants shall be as required by the fire department prior hydrants, shall be installed and in service prior to placing to installation. combustible building materials for structures or combusti- ble pretested fabricated building assemblies on the project. 3-7.3.1 Where amunicipal-type water system is not provided site or utilizing them in the construction of building svuc- and the rovisions of NFPA 1231 are utilized, the maximum lures. If phased construction is planned, coordinated insad- P la[ion of the fire protection water system is permitted. (Sre distance from any point of a structure to a pumper connec- 3-7 2 3) lion shall be determined by the fire department. 3-9.4 Trash and debris shall be removed from the constnrr 3-7.4 Fire hydrants shall be marked in a uniform manner. Lion site as often as necessary to maintain a firesafe construe- - lion site. NO"I'E: NFPA 291, Recommended Practice for Fire Flow %'esl- ingand Marking of Hydrants, provides information on the uni- 3-9.5 Flammable or combustible liquids shall be stored, han- Eorm marking of hydrants. Bled, or used on the construction site in accordance with the applicable provisions of NFPA 30, Flammable ¢nd Combu.ali- 3-7.5 Fire hydrants located in parking areas shall be pro- ble Liquids Code; NFPA 58, Standard for the Storage and Han- tected by barriers that will prevent physical damage from dung of Liquefied Petroleum Gases; and NFPA 395, Standard lnr vehicles. the Storage of Flammable and Combustible Liquids on Farms and Isolated Construction Projects. - 3.7.6 Fire hydrants shall be located within 3 ft (0.9 m) of the curb line of fire lanes, streets, or private streets when 3-9.6 At least one portable fire extinguisher having a rai- installed along such access ways. ing of at least 4-A, 3U-BC shall be within a travel distance of 75 ft (22.5 m) or less to any poinc of a structure under con- 3.7.7• Fire hydrants shall be properly installed. structiou. Yersomtel normally on the construction site shall be instructed in [he use of the fire extinguishers provided. (See Appendix e.) 3-7.8 Threads on fire hydrant outlets shall be American National Fire Hose Connection Screw Threads and shall be 3-9.7• A method of security shall be provided on the cnn- equipped with thread adapters when the local fire depart- struction site during the hours when construction workers meat thread is different. (See NFPA 1963, Sland¢rd far Screw are not present on the site, Tkreads and CaskeGS for Fire Hose Connections.) 3-]0 Plans. 3-7.9 Fire hydrants shall be supplied by not less than a U-in. (ICi-cat) diameter main installed on a looped system ot. 3-10.1 All plans [im planned building groups shall be sub- ?ol less than an 8-in. (2U-cm) diameter main if [he system milted to for authority havingjurisdiction Cor approval belie e is not looped or the fire hydrant is installed on a dyad-end the Issuance of the construction permit. If a planted build- main exceeding 300 k (91 m) in Irngth. ing group is exposed [o wildfire, as par[ of the plan drvcl- upnreut and submittal a wildfire protection assessnten4 a lin~ behavior potential evaluation, and a Cucl management plau- 3-7.10 Dead-end mains shall not exceed U(10 Ct (18`2.5 nt) wing analysis shall be submitted Ut the authority havingjm is- in length fbr main sizes under 10 in. (25 cm) in diameter. diction. This approval procedure shall include the lim ' dcparuncut having jurisdiction. 3-8 Construction of Structures. 3-l0.2 In addition to the requirements of 3-10.1, a small- - 3-8.t• Construction of each structure shall be equal w the scale drawing of the site's surrounding area showing streci s. requirements of the building code of the jurisdiction. access points, water supply sources, and other items of lire 1990 Edition 1141-10 FIRE 1'RO'rECI'ION IN PLANNED RUILUING GRUUPS suppression interest shall be submitted m the local fire depart- ered with nu more than 3 in. (7.6 cnr) of soil, sod, or both. ment before the start of any construction. (See 1-2.4.) When a subsurface fire lane is constructed it slmuld be iden- tified in a manner acceptable to the fire department. 3.10.3 llrawings showing building Boor plans, Tire protec- timr systems, and Teems oC fire suppression interest shall be A-3d.5 'I'unrs in roads of this width must be designed and submitted m the fire department having jurisdiction, as constructed as indicated or fire apparatus will have to ride requested, upon completion of the project. up on the curb. Sharper turns may prohibit or seriously detain apparatus response. Chapter 4 Referenced Publications A-3-1.6 Road width should be sufficient Ibr travel, passing other vehicles, and operating from apparatus in the viciu- 4.1 'l~he following documents or portions thereof are ref- ity of the fire scene. erenced within this standard and shall be considered part of the requirements of this document. The edition indicated for A-3-2.1 Barriers may be provided at the entrance to fire each reference is the current edition as of the date of the lanes or private streets, provided they are installed accm'd- NFPA issuance of this document. ing to the requirements of the fire departnent having juris- diction. Breakaway locks may be used. 4-11 NFPA Publications. National Fire Protection Asso- ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 02269-9101 A-3-2.3 "f'hc local law enforcement olficers must be given written legal authority to enfixce parking regulations, or NFPA 14-1990, Standard jot the Instnllalion of Slandptpe and property management must be prepared to enforce these reg- Hose Systems ulations with their own personnel, includingthe towing oC vehicles as may be necessary. NFPA 24-1987, Standard for the Installation of Private Fire Service Mains and 'Their Appurteuanres A-3-3 Current design criteria Ibr parking lots allow vari- NFPA 30-199Q Flammable ¢rul Cmnbuslible Liquids Gode able lane widths depending on individual parking space width and angle of the space with respect to the sides of the lot. NFPA 58-1989, Standard for the Storage and Handling of Laq- 'fhe Institute of "transportation Engineers "Il-ansportatiun uefied Petroleum Gases and 'I'ratfic Engineering Handbook, using this type of ui- NFPA 74-1989, Standard for Ure Installatiart, Moin[enance, and feria, suggests lane widths varying from 1 1 to 28 ff (3.4 to 8.5 m). -These dimensions are based upon access to the park- Use of F/ouse/wld Fire Warning Equipment ing space only and do not consider space requirements fix NFPA 256-1987, Standard Methods of Fire '/'esls of Roof Cov- normal operations of emergency vehicles. eriregs NFPA 395-1988, Standard or the Stnra e a F'lnmmable and A-3.5.3 fbr taller buildings it may be necessary that pro- f g j vision be made to position apparatus on two or more sides Combustible Liquids on F¢rrns and Isolntrd Coaslructimt Projects of the building for effective fire fighting and rescue opera- NFPA 501A-1987, Standard for Firn_safety Criteria far Man- bons. Growrd ladders can be effectively used on the shorter ufnctured Home Irtstallalions, Sites, and Communities buildings. 'I'allerhuildings normally require the use of aerial ladders. Preferably, access should be provided in the flout NFPA 501 U-1990, Standard jot Firesafety Criteria for Recre- and rear of dte structure. ationnl Vehicle Parks and Campgrounds NNI'A 1231-1989, Standard on Water Supplies (or Suburban A-3.5.4 Clearances oCless than 14 ft (4 ur) may prohibit or and Rural Fire Fighting severely slow the response of certain types or makes of fire apparatus. NFPA 1963-1985, Standard jot Scree T breads and Gaskets jot Fire Hvse Conuactivns A-3.5.5 This would include obstructions obscuring or inter- lering with fire department connections to sprinkler and/nr standpipe systems. Appendix A A-3-5.6 Plan review and cooperative solutions to pmblculs This Appemtix is not a /art of the requirements of this NFPA document, in the planning stage tend to eliminate many major diBi- but is indudrd ~nr informadion purJ~oses only. culties, economic waste, and misundersmn(lings. For exam- ple, an idemification system for all buildings and roadways A-3-1 "I"his section is intended to apply w roads constructed can aid in fire department response. within the confines of private property whether they be ded- icated or not. A-3-6.3 This requirement may be met by providing one multipurpose (try chemical fire extinguisher or one Class A A-3.1.3 A lit'c lane may be subsurface construction of a hard and one Class BC fire extinguisher. The reconltnendation material adequately designed to support the heaviest piece for providing these extinguishers in the dwelling unit is basi- of lire apparatus likely to be driven upon i[ and then cov- catty for security. 1990 EAlllOn 'r ,,r • . APPENDIX B/APPENUIX C - 1141-1 I A-8-7.2.8 It is recommended that the fire deparunent con- NFPA I3A-1987, Recoamrtended Practice for the /nspedion, T est- sider the required fire flow as established by the insurance iug ¢nd Maintenance of Sprinkler Systems rating authority for the area. NFPA 2U-1990, Standard for the Inshdlation of Centrifugal Fire Pumps A-S-7.7 American Water Works Association, 6666 W. Quincy Avenue, Denver, CO 80235 NFPA 22-1987, Standard jor Water 7hnks far Private Fire Pnr tection A-3.8.1 ]n areas not governed by a building code, NFPA NFPA 31-1987, Standard for the /nstallation of Oil Burning codes or standards as they. apply for the intended occupancy Equipment oC the structure should be considered the minimum require- NFPA 54-1988, National Fuel Gas Code menu. NFPA 70-1990, National Elechical Code® A-3-9.7 The method of security is to be as agreed upon by NFPA 71-1989, Standard for floe /nstallation, Maintenance, and the contractor and local officials and should be commensu- Use of Sigraalirag Systems for Central Slalion Service rate with the item(s) or area needing security. It may involve a fence with padlocked gate, hiring guards, or providing a NFPA 7`L-1990, Standard for Ute Fnstallatfon, Maintenarue and patrol security system. Use of Protective Signaling Systems NFPA 72E-1990, Standard on Automatic Fire Detectors Appendix B Referenced Publications NFPA 78-1989, Lightning Protedion Code NFPA SOA-1987, Recorarnended Practice for Protection of Build- B-1 'Che following documents or portions thereof are ref- iragc from Exterior Fire Exposures erenced within this standard for inforrational proposes only and thus should not be considered part of the requirements NFPA 82-1990, Standard on Ftacinerators, Waste and Li>rnz of this document. The edition indicated for each reference Flandltrrg Systems and Equifrrnent is the current edition as of the date of the NFPA issuance of NFPA 90A-1989, Standard for the {raslallation of Air Condi- [his document lionang and Ventilating Systems B-1.l NFPA Publications. National Fire Protection Asso- NFPA 90B-1989, Standard for the Fnsl¢llalion of Warm Air ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA Heating and Air Conditioning Systems 02269-9101. NFPA 101®-1988, Life Safely Gode® NFPA 13-1989, Standard for the Irrstallalion of Sprinkler Sys- NFPA 203M-1987, Manual on Roof Coverings artd Raof Uerle ferias Constructions NFPA 13D-1989, Standard fm. Uae installation of Sprinkler Sys- NFPA 21 I-1988, Standard for Chimneys, Fireplaces, Vents, mrd Eems in One- ¢nd Two-Family Dwellings and Mobile Homes Solid Fuel Burning Appliances NFPA 132-1989, Standard for the Irrslaflatdon of Sprinker Sys- NFPA 220-1985, Standard on Types of Building Canstrndinra lems in Residential Occup¢ncies up to Faur Stories in Height NFPA 224-1985, Standard for Homes and Camps in Forect NFPA 80-1990, Standard for Fire Doors and Windows Areas NFPA 291-1958, Recommended Practice for Fire Flow Testing NFPA 241-1989, Standard far Safeguarding Construction, Aher- ¢nd Markdng of Hydrants ation, and Demolition Oper¢timu NFPA 600-1986, Recommendations for Organization, Trairr ing, and Equipment for Private Fire Brigades Appendix C Bibliographical and Information Sources NFPA 601-1986, Sl¢ndard jor Guard Service in Fire Lou Pre- vention C-I The following documents or portions thereof are ref- NFPA 602-1986, Standard jor Guard Operations in Fire Lacs erenced within this standard for informational purposes only Prevention and thus should not be considered part of the requirements of this document The edition indicated for each reference NFPA 1221-1988, Stmulard for the iautallation, Mainlen¢aur is the current edition as of the date of the NFPA issuance of aatd Use of Public Fire Service Cormnunicatim2 Systems this document. Bramrigan, Francis L., Building Construction for the Firc Service, Montgomery Cullege, Rockville, Maryland, NFPA C-1.1 NFPA Publications. National Fire Protection Asso- pSP-33A,1982, p. 34 ciation, 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 02269-9101. Kimball, Warren Y., Jamestown, Rhode Island, Fire Attack 1, FSY-l, 1966, p. 280 NFPA L-L987, Fire Prevention Code Kimball, Warren Y., Jamestown, Rhode Island, Fire Attack NFPA 10-1990, Standard for Portable Fire Extingnishers 2, FSP-2, 1968, p. 234 1990 Edition 1141-12-, PIRE PRO'I'EC'I'fON IN PLANNED BUILDING GROUPS NFPA Inspection Manual, Sixth Edition, National Fire Pro- C-1.3 Information Sources. section Association, SPP-11-1982 National Fire Protection Association, l Batterymarcb Fire Yrotection Handbook, Sixteenth Edition, National Fire Park, P. O. Box 9101, Quincy, MA 02269-9101 Protection Association, FPH 1581 American Institute of Architects, 1735 New York Avenue Small Community Fire Departments: Organization and NW, Washington, DC 20006 Operation, National Fire Protection Association, 1982 Ltternational Conference of Building Officials, 53fiQ South Workman Mill Road, Whittier, GA 90601 C-1.2 Otber Publications. Building OBicials and Code Administrators, 4051 Wcst Fire Suppression Rating Schedule, Insurance Services Florssmor Country Club Hills, IL 60477 Otbce, Commercial Risk Services, 160 Water Street, New American Insurance Association, N5 John Street, New York, NY 10038 York, NY ]0038 Water Distribution Operator Training Handbook, Amer- Southern Building Code Congress, 900 Mont Clair icau Walcr Works Association, 6666 W. Quincy Avenue, Den• Road, South Birmingham, AL 35213 ver, CO 80235, M-N, 1976, p. 165 American Water Works Association, 6666 W. Quincy Water Supply Operation's Training Course Volume III, ~ Avenue, Denver, CO 80235 Introduction to Water Distribution, American Water Works ISO, Commercial Risk Services, Inc, Two Sylvan Way, ASSOCIatlnn, 666 W. Quincy Avenue, Denver, CO 30235, 1986 Parsippany, NJ 07054 Managing Fire Services, International Gity Managers' Asso- Fire Marshals Association of North America, NFPA, ciation, 1140 Connecticut Avenue, NW, Washington, DC 1 Batterymarch Park, P.O. Box 9101, Quincy, MA 20036, 1979 02269-9101. Index ®1990 National Fire Protection Association, All Rights Reserved. The copyright in this index is separate and distinct from the copyright in the docament which it indexes.'1-he licensing provisions set fbnh for the document are not applicable to this index. 'Phis index may not be reproduced in whole or iq part by any means without the express written permission of the National Fire Protection Association, Inc. -A• Dwelling Definition 2-I Acceae, means of 3-l, 3-5.3 thru 3-5.6, A-3-1, Private A-3-5.3 thru A-3-5.6 Definition 2-I Clearance 3-5.4, A-3-5.4 Construction of 3-1.3, A-3-L3 Definition 2-1 During construction 3-9.2 •E- Obstructions 3-5.5, A-3-5.5 Parking in 3-1.7, 3-1.8 Existing condition Alarm systems 3-5.5 Definition 2-I Alternative ExtinguisF.ars, portable fire 9-6.3, 3-9.6, A-3-(i.3 De6nition 2-1 Automatic fire extinguishing system ......,see Fire extinguishing systems, automatic -F- -B- Farm praperliea De(initimt 2-I Basement Fire department seealso Access, means of Definition 2-1 Definition ..2-I Building, Private Sprinkler connections 3-G.2.2 Uefimtion 2-1 Fire doors Definition 2-I Fire extinguishing systems 3-ti.2 C Automatic Construction Definition Y-1 Fire protection during 3-9, A-3-9.7 Supervised autennatic Structures 3-fi.fi, 3-N, A-3-5.6, A-3-N.1 Ucfuuuuu Curb cut 3-2,4 Fire hazards 2-I Definiiimt 2.I Definition Fire hydrants 3-7.`2, 3-7.4 thm 3-7 A-3-7.2.3, A-3-7.7 Dchnition 2-I Fire lanes 3-2, A-9-Y .D. Ile(inition 2-1 Maintemuu:e 3-2. Detection systems 3-1i.4 Eire Marshal Drawings for buildings 3-16.2. 3-10.3 llelinition 2-I 1999 Edition '~~$2 GTF.~.i ~ FILED ~~n~.~- ~ ~ FEB~a2~ ~ D CERTIFICATE OF ABANDONMENT EDWARD P. MAA - 5 ~ CLERK of suFFOUC COUNTY P RSUANT TO SUBDIVISION 3 OF SECTION 335 OF Southold Town THE AL PROPERTY LAW OF THE STATE OF NEW YORK Plannin Board EAST MARION FIRE DISTRICT, a municipal corporation, having its principal office and place of business at 9245 Main Road, East Marion, New York, 11939, for the purpose of abandoning and canceling the subdivision of a certain tract of land owned by it and hereafter described, pursuant to Subdivision 3 of Section 335 of the Real Property Law of the State of New York, does hereby certify: 1. That a certain map subdividing such tract of land and other land situate in the Town of Southold, County of Suffolk and State of New York, into lots, plots, blocks and streets, entitled "Map of Highpoint at East Marion, Section 3, at East Marion, Town of Southold, Suffolk County, New York," filed in the Office of the Clerk of the County of Suffolk on July 15, 1991 as Map No. 9119. 2. That more than eleven years have elapsed since the filing of said map. 3. That the tract of land owned by the undersigned is situate in the Town of Southold and consists of an area not less than one half acre consisting of the lots described as follows: All that certain plot, piece or parcel of land, situate, lying and being at East Marion, Town of Southold, County of Suffolk and State of New York, known and designated as Lots 50, 51 and 52 inclusive, on a certain map entitled, "Map of Highpoint at East Marion, Section 3, at East Marion, Town of Southold, Suffolk County, New York," filed in the Office of the Clerk of the County of 1 818 #A~S._lV~ Suffolk on July 15, 1991 as Map No. 9119. 4. That the Lots above mentioned are unimproved for the use of any owning occupant or any other persons having an interest in any part of the said subdivision of lands as shown on the aforesaid map. 5. That the said Lots are hereby abandoned and canceled and effective with due approval and recording thereof, said Lots shall no longer exist. 6. Endorsed hereon will be the approval of the Board of Assessors of the Town of Southold. 7. Submitted herewith is an Abstract of Title to said Lots to be abandoned covering a period of at least twenty years last past and a certificate of a licensed Title Company to the effect that there are no unpaid taxes of tax liens against said lands. In witness whereof, this Certificate is mad and executed this day of January, 2003. EAST MARION FIRE DISTRICT bY~~~ Chairman, Board of Co issioners State of New York, County of Suffolk).: On the~\ Stb day of January, in the year 2003, before me, the undersigned, personally appeared Ao.,w~fl O-re.. [o..~uC\ ,personally known to me or proved [o me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her their signature(s) on the instrument, the individual(s), or the person upon "half of which the individual(s) acted, executed the instrument. l~ot~ Pt!hl ct ! r,tlt U ~ ~ : ay Notarv Public. Stale of New York Cotn.~.,_.,~on L.pue. .-..I `[03 L the undersigned, an Assessor of the Town of Southold, Suffolk County, New York, a • ~ • do approve and consent to the foregoing Certificate of Abandonment. Dated: January~t~, ?003 TOWN OF SO OLD BOARD OF ASSESSORS by Robert I. Scott, Jr., Ass sor State of New Yorl<, County of Suftolk).: On theZ~ th day of January, in the year 2003, before me, [he undersi ed, personally appeared Robert I. Scott, Jr., personally known to me or proved to me on the basis of satisfactory evidence [o be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their c~pacity, and that by his/her their signature(s) on the instrument, the individual(s), or the person upon'behalf of whiclithe individual(s) acted, executed the instrument l Notary Public, State of New York EDWARD JQHN 60YD 5th Notary Public State of Ne~N York 02800`s7GG2o Seffulk County Commission E;pires April s0, '1003 _ ~ _ _ c~~EfOIK~ ~l5 q~~ ~''y~ JUDITH T. TERRY ^ Town Hall. 53095 Main Road TOWN CLERK p ran P.O. Box I l79 ~ Southold, New York 11971 Iu:clsranR of vITn1, srrcnsncs .rte • ~ Fax (516) 765-1823 MARRIAGE OFFICER ~bnn .,y~d Telephone (516) 765-1801 RECORDS MANAGEMENT OFFICER U,~ ~ 7~ FREEDOM OF INFORMATION OFFICER V lZJ-•, OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD July 18, 7994 Herbert Mandel 443 Main Street Greenport, New York 11944 Dear Mr. Mandel: In accordance with the July 12, 1994 resolution of the Southold Town Board (certified copy enclosed), I am returning herewith your $10,000 Letter of Credit which was deposited with the Town of Southold for a firewell in the major subdivision of Highpoint at East Marion, Section III. Very truly yours, Judith T. Terry Southold Town Clerk Enclosure cc: Planning Board Willim D. Moore, Esq. Q d ~ r e,ssa u°rhoia rewN ~oS~FFOIK~~G~ JUDITH T. TERRY ~ L Town Hall, 53095 Main Road TOWN CLERK p T P.O. Box 1179 ~ ~ Southold, New York 11971 REGISTRAR OF VITAL STATISTICS Fax (516) 765-1823 MARRIAGE OFFICER y~.~,~1 ~ Telephone (516) 765-1801 RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JULY 12, 1994: RESOLVED that the Town Board of the Town of Southold hereby releases the $10,000.00 Letter of Credit, deposited with the Town Board for a firewell in the major subdivision of Highpoint at East Marion, Section III, inasmuch as the court reversed the Planning Board's requirement fora firewell in that subdivision. ~~;k2~th T. T Southold Town Clerk July 13, 1994 .sou oS~EFOlKCO JUDITH T. TERRY ~ Town Hall, 53095 Main Road TOWN C}: ERH p T P.O. Box 1179 ch ~ Southold, New York l 1971 REGISTRAR OF VITAL STATISTICS ~ Fax (516) 765-1823 MARRIAGE OFFICER ~ _`~0 Telephone (516) 765-1801 RECORDS MANAGEMENT OFFICER ~ T FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON JULY 12, 1994: RESOLVED that the Town Board of the Town of Southold hereby releases the $10,000.00 Letter of Credit, deposited with the Town Board for a firewell in the major subdivision of Highpoint at East Marion, Section III, inasmuch as the court reversed the Planning Board's requirement for a firewell in that subdivision. G f Z~h.~T Te~~y Southold Town Clerk July 13, 1994 - p ~6~Od[~ ~I JUL 15 i:~a SOUTNOLD TOWN PLANNING BOARD ~J 3 i ~ r , b~,,AV ~ PLANNING BOARD MEMBERS ~ ' ~ Richard G. Ward, Chairman ~ c i F - ~ ~Y Town Hall, 53095 Main Road George Ritchie Latham, Jr. ,'a~ ' e ~ ~ ~ P. O. Box 1179 Bennett Orlowski, Jr. ~ ~ r r~.? Southold, New York 11971 Mark S. McDonald ~ ti Fax (516) 765-3136 Kenneth L. Edwards Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 12, 1994 Judith Terry, Town Clerk Southold Town Hall Main Rd. Southold, NY 11971 Re: Major Subdivision for Highpoint at East Mazion -Section 3 SCTM# 1000-31-3-11.25 Dear Ms. Terry: The following resolution was adopted by the Southold Town Planning Boazd at a meeting held on Monday, July 11, 1994: BE 1T RESOLVED that the Southold Town Planning Board recommend to the Town Board that the Performance Bond in the amount of $10,000.00 for the above mentioned subdivision be released. The decision of the Court in regard to Herbert Mandel v Plamring Board reversed the Planning Board's requirement in regard to the farewell. Therefore, the $10,000.00 Letter of Credit deposited as a bond for the installation of the farewell is no longer required. Please contact this office if you have any questions regarding the above. Sincerely, /~G%l~ ~ 7/~(/~ Richard G. Ward Chairman cc: James Richter, Town Engineering Inspector William D. Moore, Attorney enc. _ ,S aF~ ~c Bridgehamp~~ National ,~5 Bank All Drafts must be mazked Drawn Under and Trust Credit No.: 149 Date: March 5, 1994 IRREVOCABLE LET'T'ER OF CREDIT N0. 149 To Beneficiary: For Account of: Southold Town Board Herbert Mandel Southold, New York 11971 443 Main Street Greenport, NY 11944 Up to An Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1995 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the followingdncuments: signed statement by the Town Clerk certifying that the amount dracan represents sums due under or in connection with the Performance Bond of Highpoint at East Plarion, Section 111, Inc. Unless otherwise expressly stated, this credit is subject to the uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publicafions No. 4.40. We hereby engage with you, that all drafts drawn under in compliance with the terms of-this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit. Sincerely s, ~u onze< tgna[ur ~t uthonied~ignature ~SuBGitE Bridgehamp~n B B National ~5 Bank All Drafts must be marked Drawn Under and Trust Credit No.: 149 Date: March 5 , 1994 IRREVOCABLE LETTER OF CREDIT NO. 149 To Beneficiary: For Account o£ Southold Town Board Herbert Mandel Southold, New York 11971 443 Main Street Greenport, NY 11944 Up to An Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1995 Gentlemen: We hereby issue ow IRREVOCABLE LETTER OF CREDIT in your favor available by yow drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the following documents: signed statement by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Plarion, Section 111, Inc. Unless otherwise expressly stated, this credit is subject to the uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publications No. 490. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit Sincerely s, u onze ~gnatur ~ ; ~ ,,i ; °r'~~,i ; u onze ignature FEB 16 Igg~ ~ ~ , . i • ~F MS January 21, 1994 Herbert Mandel DBM Co. 443 Main Street Greenport, New York 11944 Dear Mr. Mandel: Hiahooint Woods "Revised" Route 25, East Marion Our Case No. 93-237 This is in regard to the site plans for the referenced project which were submitted to this office for review. Prior to issuing a New York State Highway Work Permit, the following items must be addressed: 1. The revised plans submitted do not address our comments of December 7, 1993. As previously stated, a typical intersection detail showing proposed curb radii, NYS paving details, handicapped ramps, stop sign, etc. must be included on the plan (see attached sample). The typical road section included on the revised plans do not satisfy this requirement. Kindly submit four sets of the revised plans, permit fee and surety bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. All checks issued to the State of New York must show a Federal Identification Number. All correspondence must refer to our case number. .~iv L 4 r ~ ~ Herbert Mandel January 21, 1994 Page 2 Permit Fee (Payable to "State of New York"): Received Bond Amount: Received Insurance Fee: Received Any questions pertaining to the review of this site plan may be directed to Gary Hills at (516) 952-6020. The permit fee and bond questions should be directed to me. Very truly yours, VITO F. LENA Regional Permit Engineer cc: Valerie Scopay, Town of Southold VFL:GH:JS Attachment ~ i ~o~~SUFFOCK~OG y1 PLANNING BOARD MEMBERS rn _ SCCrfT L. 11.4RRI5 ~ SupeMSOr Richard G. Wald. Chafrmart 'L~ ao Ceorge R1[chfe Latham, Jr. ~ `t. Town Hall, 53095 Main Road Bennett Orlowski, Jr. P. O. Boz 1179 Mark 5. McDonald Southold. New York 11971 Kenneth L. Edwards PLANNING BOARD OFFICE Fax (516) 765 - 1823 Telephone (5161 765-1938 TOWN OF SOUTHOLD CERTIFIED MAIL February 1, 1994 Herbert Mandel 443 Main St. Greenport, NY 11944 Re: Irrevocable letter of Credit 149 for High Point at East Marion Section III SCTM# 1000-31-3-11.25 Dear Mr. Mandel: The Town of Southold is in possession of Irrevocable Letter of Credit 149 in the amount of ten thousand ($10,000.00) dollars from the Bridgehampton National Bank, a copy of which is enclosed herewith. This letter of credit is due to expire on March 5, 1994. The purpose of this letter is to request the issuance of an extension of .this letter of credit due to the fact that the fire well (the public improvement for which the letter was posted) has not been installed. An extension to this letter must be submitted to this office before the expiration date. Please be aware that due to the timing of the Town Board's meetings, if the extension to the letter of credit is not received by the Planning Board office by noon of February 23rd, 1994, there will be a resolution before the Town Board on February 24, 1994, to authorize the Town to draw on the Letter of Credit if the extension is not received by noon on March 4, 1994. Page 2 Irrevocable Letter of Credit - High Point at East Marion February 1, 1994 If you have any concerns or questions, please do not. hesitate to contact this office. Sin~Jc'erely, Melissa Spiro Planner enc. cc: Anthony Leone, Bridgehampton National Bank 3udith Terry, Town Clerk _ _ ~y r ` - ~ ~ ~ ~ Bridgehamp~n National Bank ~ All Drafts must be marked ~ Drawn Under and Trust Credit No.: 149 Date: March 5 1993 IRREVOCABLE LETTER OF CREDTI' NO. 149 To Beneficiary: For Account of: Southold Town Board I Herbert Mandel Southold, New York 443 Main Street Greenport, NY 11944 Up to Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1994 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the following documents: signed statement by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III, Inc. ______,T~ - '1 a " _~a. r_ i y _ .u., 9 ' Uniess otherwise expressly stated, this credit is subject to the uniform customs-and prae~eeforY~-- documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit. Sincere yours, AiYiiiorized rte' - ~ _ gnature i Audloriaed Signature 1 . .r Suk,Fic~ HBERT R. MAN~EL ? 443 Main Street • Greenport, New York 11944 Phone: [516] 477-2223 Fax: (516] 477-2728 Feb~a~cy l0, 1993 R~.cluvcd G. (Uaad, Cha.ihman P.2anvu.ng Baand U~~j2ce lawn a5 SouthaQd 53095 Main Raad P. U. Box 1174 SauthoCd, N.Y. 11971 Re: Innevocab.Ce 2e~teh o~ ened,%t no. J49 H2ghpa~.nt at E. f~a~uon, Seat. III Dean Mh. (Va'cd; ~nceoaed please b.i.nd .the nec~ueazed extena-ion o5 the ~e~ten ob clcedit gon the above 6ub1eat. The new exp.ihat.%an date .i,s March 5, 1444. i Xicwst that .thi,a {ias reached you .in au~~2ci.ent dime bon your Febhuany 23rd meet,%ng. Velcy .ticu2y your'; /J, 1 ~ ? Hetlc a~r'd NRM/bp EncE. 15u SOL` I~0 ~~pAfi Bridgehamp~n B B National Bank IrAll Drafts must be marked ~ Drawn Under and Trust Credit No.: 149 Date: March 5 1993 IRREVOCABLE LETTER OF CREDIT NO. 149 To Beneficiary: For Account of: Southold Town Board Herbert Mandel Southold, New York 443 Main Street Greenport, NY 11944 I Up to Aggregate Amount of: Expiration Date: ~ $10,000.00 March 5, 1994 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the followingdncuments: signed statement by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III, Inc. __,__„____e_____„_ _ i ~ t Unless otherwise expressly stated, this credit is subject to the uniform customis-an ~ ' ~-prae~ee for' . documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit. Sincere yours, - _ AtYfhorize ature -O ~ . Authorized-Signature ' ' ~ • , , ( PLANNING BOARD MEMBERS ~ v ~ ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman Supervisor George Ritchie Latham, Jr. v Richard G. Ward - -1 Town Hall, 53095 Main Road Mark S. McDonald - - P.O. Box 1179 Kenneth L. Edwards Southold. IVew York 11971 PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516).765-1823 CERTIFIED MAIL RETURN RECEIPT REQUESTED February 1, 1993 Herbert Mandel 443 Main Street Greenport, NY 11944 RE: Irrevocable letter of Credit 149 for High Point at East Marion, Section III SCTM#1000-31-3-11.25 Dear Mr. Mandel: The Town of Southold is in possession of Irrevocable Letter of Credit 149 in the the amount of ten thousand ($10,000.00) dollars from the Bridgehampton National Bank, a copy of which is enclosed herewith. This letter of credit is due to expire on March 5, 2993. The purpose of this letter is to request the issuance of an extension of this letter of credit due to the fact that the fire well (the public improvement for which the letter was posted) has not been installed. An extension to this letter must be submitted to this office before the expiration date. Please be aware that due to the timing of the Town Board's meetings, if the extension to the letter of credit is not received by the Planning Board office by noon of February 23rd, 1993, there will be a resolution before the Town Board that afternoon to authorize the Town to draw on the Letter of Credit if the extension is not received by noon on March 5, 1993. Page 2 High Point at East Marion, Section III If you have any concerns or questions, please do not hesitate to contact Valerie Scopaz, Town Planner, or Harvey Arnoff, Town Attorney. Very truly yours, Richard G. Ward 5 Chairman Encl. cc: Harvey Arnoff, Town Attorney Anthony Leone, Brigehampton National Bank ~ , ~ Bridgehampton ~~=~r3~'~c National ~ Bank All Drafts must be marked Drawn Under and Trust CreditNo.: 149 Date: March 5, 199z IRREVOCABLE LETTER OF CREDIT N0. 149 To Beneficiary: For Account of: Southold Town Board Herbert Mandel Southold, NY 443 Main Street Greenport, NY 11944 Up to Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1993 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton; New York on ourselves, accompanied by the original of this Letter of Credit and the following documents: signed statement by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint atEast Marion, Section III,Inc. Unless otherwise expressly stated, this credit is subject to the uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgeham on,New~Yprk on or before the expirafion date of this Credit. ~ ~ ~ Q . ~J ' p~I Sincerely yours, D ^1 fj a~ _'L U )r-T ~ o SOUT4DLD TD1VN l~Iutiorized~ignaure PL?,NNI~lGDORRD i> u orize ignature Bridgehampton z~'~~" c : National Bank All Drafts must be marked Drawn Under and Trust Credit No.: 149 Date: March 5, 1992 IRREVOCABLE LETTER OF CREDTI' NO. 149 To Beneficiary: For Account of: Southold Town Board Herbert Mandel Southold, NY 443 Main Street Greenport, NY 11944 Up to Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1993 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the following documents: signed statement by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III, Inc. Unless otherwise expressly stated, this credit is subject to the uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and. presented for payment at our office in Bridgeham ew•Y rk on or before the expiration date of this Credit Q ~ ~ ~ Q ~ $ it , , i - 3 ~ ~O ~O ~ Ali SOOTHOLD TOS^!iV c~'Z v PLANNING BOARD , ~p ~j 30~0~~ u onze ignatt,. (LfY I~`~3~-- 4 • ~ • 7~~caL, ~~SpFFO(~-~~ ";V ~ y~ k. 0 PLANNING BOARD MEMBERS ~ x 3; SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman ~ O ' ~'A ~ R^ i!~' Supervisor George Ritchie Latham, Jr. ~`.~y10 ~,,~y :pa~~' Richard G. Ward ~`T a Town Hall, 53095 Main Road Mark S. McDonald ~'`r~:zrss~Y' P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 Certified Mail: February 21, 1992 Herbert Mandel 443 Main Street Greenport, New York 11944 Re: Irrevocable Letter of Credit 149. for High Point at East Marion, Section III SCTM # 1000-31-3-11.25 Dear Mr. Mandel: The Town of Southold is in possession of Irrevocable Letter of Credit 149 in the amount of ten thousand 10,000.00) dollars from the Bridgehampton National Bank, a copy of which is enclosed herewith. This letter of credit is due to expire on March 5, 1992. The purpose of this letter is to request the issuance of an extension of this letter of credit due to the fact that the fire well (the public improvement for which the letter was posted) has not been installed. An extension to this letter must be submitted to this office before the expiration date. Please be aware that due to the timing of the Town Board's meetings, if the extension to the letter of credit is not received by the Planning Board office by noon of February 25th, 1992, there will be a resolution before the Town Board that afternoon to authorize the Town to draw on the Letter of Credit if the extension is not received by noon on March 5, 1992. If you have any concerns or questions, please do not hesitate to contact Valerie Scopaz, Town Planner, or Matthew Kiernan, Assistant Town Attorney. Sincerely, Bennett Orlowski, Jr. Chairman cc: Judith T. Terry, Town Clerk Matthew Kiernan, Assistant Town Attorney Anthony Leone, Bridgehampton National Bank ` ~ ~ Bridgeham~on ~~g National ~ Bank All Drafts must be marked Drawn Under and Trust CreditNo.: l49 Date: March G 1991 IRREVOCABLE LETTER OF CREDIT NO. 149 To Beneficiary: For Account of: Southold Town Board Eierbert Mandel Southold, Ny 443 Main Street Greenport, NY 11944 Up to Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1992 Gentlemen: VVe hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the following documents:s~atement signed by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Perfromance Bond of Highpoint at East Marion, Section III, Inc. Unless otherwise expressly stated, this credit is subject to tl~e uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit. Sincere] yours, < < C N ut~orize \~gnature Cut Bonze ignature „f ; r C~~Ir :~l1 ~ 1 fa t.. -q~ PLANNING BOARD MEMBERS v t C ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman y Supervisor George Ri[chie La[ham, Jr. _ ~ Richard G. Ward 1 ~ Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 June 25, 1991 Herbert R. Mandel 443 Main Street Greenport, New York 11944 RE: Highpoint at East Marion Section Three SCTM#1000-31-3-11.25 Dear Mr. Mandel: Enclosed please find a copy of the map dated November 27, 1989 which was endorsed by the Chairman on June 24, 1991. The mylar maps, which were also endorsed by the Chairman, must be picked up at this office and filed in the office of the County Clerk. Any plat not so filed or recorded within sixty (60) days of the date of final approval, shall become null and void. Please notify the Planning Board when the fire well has been installed. No building permits will be issued until the fire well has been accepted by the East Marion Fire District. Please contact this office if you have any further questions. Very trul~yfyo/u~~rss, %~t~/ vti` Bennett Orlowski, Jr. ayf Chairman Encl. cc: Victor Lessard, Principal Building Inspector Robert Scott, Assessors Office Ray Jacobs, Highway Superintendent Ts C,V1Y~~~t~~/+ , 4 PLANNING BOARD MEMBERS ~ tl~'S ~ SCOTT L. HARRIS Bennet[ Orlowski, Jc, Chairman ~Y~ ''obi ~ ~ Supervisor George Ri[chie Latham, Jr. ':~~J~ .1 Richard G. Ward 1 ~ t Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards Southold, New York 11971 PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 June 25, 1991 Herbert R. Mandel 443 Main Street Greenport, New York 11944 RE: Highpoint at East Marion Section Three Fire Well SCTM#1000-31-3-11.25 Dear Mr. Mandel: The following took place at a meeting of the Southold Town Planning Board on Monday, June 24, 1991. Be it RESOLVED that the Planning Board has determined that in the interest of protecting and enhancing the public health, safety and welfare with regard to fire protection in the vicinity of the proposed subdivision of Highpoint at East Marion, Section Three, it will require the placement of afire well within the subdivision, as requested by the Board of Fire Commissioners of .the East Marion Fire District. The Board's decision is based on testimony given by Commissioner Ralph Martin at a hearing that was held on June 4th, 1991 at 7:45 P.M. at Town Hall. As part of his testimony, which is incorporated herein by reference, Mr. Martin submitted supporting documentation, which consisted of sections of the National Fire Protection Agency's standards for fire protection, and of observations of the Commissioners based on their collective fire fighting experience and the limitations of the equipment on hand. f ~ Page 2 Highpoint at Easr Marion, Section Three Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. iMS Chairman cc: Harvey Arnoff, Town Attorney Kevin McLaughlin, Atty. for Eire Commissioner (.~hr. )ITH T. TERRY Town Hall, 53095 Mai TOWN CLERK ~ P.O. BOx 1179 AR OF VITAL STATISTICS Southold, New Yolk ARRIAGE OFFICER _ Fax (516) 765-IS'. Telephone (516) 765 3e OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD June 24, 1991 William D. Moore, Esq. P.O. Box 23 Mattituck, New York 11952 Re: Highpoint, East Marion -Section Three Dear Mr. Moore: In response to your letter of June 13, 1991 demanding a Certificate for the "Default Approval" of Highpoint, East Marion, Section Three, I regret that I am unable to issue said certificate. , Town Law Section 276(4) refers to the applicant's right to obtain a certificate of default approval in the event the Planning Board fails to take any action on a final plat within 45 days after the close of the final plat public' hearing. It is the opinion of Town Attorney Arnoff that the Planning Board has taken action within 45 days after the close of the public hearing (i.e., the Planning Board's June 4, 1991 resolution). Mr. Arnoff suggests that if you would like to discuss this matter directly with him you may contact him at your convenience. Very truly yours, Judith T. Terry Southold Town Clerk cc: Town Attorney Arnoff B. Orlowski, Chmn., PI.Bd ~~u~F~ ~ MOORS & MOORS P~ Attorneys at Law i" `S Clause Commons Suite 3 Main Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298-5674 Fa:c (516) 298-5664 William D. Moore Mazgazet Rutkowski Patricia C. Moore Secretary June 13, 1991 Judith T. Terry, Town Clerk Southold Town Hall Main Road Southold, NY 11971 Re: Highpoint East Marion Section Three SCTM # 1000-31-3-11.25 Dear Mrs. Terry: Please accept this letter as a demand made pursuant to Town Law Section 276(4) for a Certificate for the "default" approval of the above referenced subdivision on the basis that the Southold Town Planning Boazd failed to take action required by Section 276 within 45 days of the close of the final plat public hearing. Enclosed please find a copy of the resolution adopted by the Planning Boazd on June 4, 1991. Please note that the final public hearing was closed on April 22, 1991 and the approval of the Planning Board includes a "condition" that the Planning Board will make another decision regarding this plat. If you have any questions or if you are in need of any additional information, please do not hesitate to contact me. Thank you for your cooperation. Very truly yours, William D. Moore WDM/mr Enc. / ca Southold Town Planning Boardd Harvey Arnoff, Esq. ~ Q'•; Southold Town Attorney Herbert R. Mandel . PLANNING BOARD • 5 June 4, 1~ C RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated November 8, 1990. Mr. Latham: Second. Mr. Orlowski: Motion made and seconded, any questions on the motion? All those in favor? Ayes: Mr. Latham, Mr. Edwards, Mr. McDonald, Mr. Ward Abstained: Mr. Orlowski: Mr. Orlowski: Opposed? So ordered. (Chairman Endorsed). ~**********x*****rrx**********x******x*** Mr. Orlowski: 7:45 p.m. Public Hearing for the Board of Fire Commissioners to give testimony as to the necessity and placement of the fire well in Highpointat East Marion, Section Three. SCTM# 1000-31-3-11.25. This is a subdivision in East Marion that is currently being litigated because of the applicant's question of the need of afire well. The judges sent it back here to hold this hearing where the fire district and the applicant can give testimony to the Board why it should or shouldn't be. So, I will open it up to who ever wants to go first. All questions will be directed to the Board in this C hearing. Mr. Kevin McLaughlin: Ralph Martin is here on behalf of the Board of Fire Commissioners for East Marion and would like to give a statement to the Board at this point. Mr. Ralph Martin: Ladies and gentlemen of the Board. Thank you. I'm going to read a little bit some letters that you have and to offer a bit more information. NFPA (National Fire Protection Agency) so states in 11413-7.2 requires afire hydrant for every 160,000 square feet of ground area. The standard set forth are for the minimum requirements only. The subdivision in question consists of three lots approximately one acre each. The nearest existing source of water is a fire well located in excess of 1800 feet from the proposed fire well. As a result the necessity for the location of the fire well within subject subdivision is apparent. Without fire well within the subject subdivision the structures located therein would be inadequately protected based upon the standards set forth and in our experience as fire fighters. The proposed fire well was strategically located in the center of the subject subdivision and adjacent to the existing roadway for ready access. This was done in order to provide maximum fire protection for property and persons and for the safety of the fire vehicles and personnel. Now, in order to protect that subdivision, we would need two pumpers in line from the well 1800 feet away. East ` Marion Fire Department has two pumpers. There are no pumpers available at that point in time for the protection of any of the . PLANNING BOARD • 6 June 4, 1~ C buildings within that subdivision. We would then have to go on a mutual aid to call in either Orient, Greenport or Southold. We need to call mutual aid for a third pumper to protect the house and, really, you should have a fourth one to protect those inside the house, if for whatever reason an engine blows up or what have you. Our purpose is strictly for the prevention of loss of life and property. Along those lines, going for mutual aid, in order to protect any structures, we would require at least eighteen to twenty-five minutes to set up. This is the words of our Chief at East Marion Fire Department who is also the chief of the Plum Island Fire Department. NFPA also states that the nearest hydrant to the furthest structure should be, should not exceed 1000 feet. I unfortunately do not have the numbers of the National Fire Protection Agency with me but it can be provided to anyone who wishes it tomorrow. We feel, as I said before, that we the Board of Fire Commissioners are elected publicly for the prevention of loss of life and property within our district and we feel that this well should be placed where we so indicated. Thank you. Mr. Orlowski: Any other comments on this? Mr. William Moore: Mr. Chairman, I am here on behalf of the applicant. Let me begin with all due respect to both the Fire Commissioners of East Marion and this Board we don't question the need for fire protection and fire wells, but this whole ( issue has been about the absence of standards to insure that fair and even handed application, of whatever standards there would be, to all parties, all properties and everyone involved. And I also add, let me protest formally for the record, the holding of this hearing. We had our final plat public hearing April 22, a closed public hearing, and now you have a letter in the file dated February 25, 1991 which was then corrected for a typographical error of April 19, 1991 by the Fire Commissioners. Apparently their information wasn't adequate, for you to make a decision, and here we are tonight with a whole new hearing, .which has no provision in law with the Town Code, Town Law or otherwise, so I protest the fact of having this hearing tonight. Particularly since it is really an attempt to provide both this Board and the Fire Commissioners a chance to further -explain the justification for the fire well. Now, explaining why you have to have something doesn't constitute standards. You are backpedaling, you're saying, I well, I made a decision and here is why; but it doesn't establish standards and that is what it is all about, standards. You have standards in the Town Code for roads, for drainage, for curbs, for street trees. Standards for fire wells now we have NFPA cited in the letters for us, and that is terrific. There are twelve volumes. I have for you, tonight, more than just the one page provided I've got the "Rural suggestion for fire fighting standards." Town Law Section 277, if you will bear with me for one moment, I've got a copy of it with me. Town Law, Section 277, a section you are very familiar with, talks of the approval of plats and the requisites for doing same. Let me read you a portion of ' PLANNING BOARD • 7 June 4, 19~ C that and listen carefully. I will stop and emphasize the language that is very important in 277. And I will admit it is a tough section to read, it must have been written by a lawyer, because it goes on for two full pages in one paragraph, with no grace. So let me start right in. Improvement Standards - Street signs, sidewalks, street lighting standards, curbs, gutters, street trees, water mains, fire alarms, signal devices including necessary ducts and cables or other connecting facilities, sanitary stores and storm drains or combined sewers, shall be installed. Here is the magic language. All in accordance with standards, specifications and procedure acceptable to the appropriate town departments. Not just specifications but standards as well. There is a reason for that. I mentioned it before. It's the even handed application of the rules of the game to all property owners you shouldn't have to come in a feel geez. I got a two lot subdivision or three lot; I need a fire well. But when Herb did Sections I and II, fifty lots, he only needed one. There doesn't appear to be a set of standards available to someone to walk in to the Planning Board, just as you would with your expectation for street trees and roads and curbs etc.. There is no reason for that. Now I have for you an opinion of the Attorney General's Office. It is capital letter "I" number 90-74. And the question was posed in this opinion was, "Can a Planning Board require fire hydrants?" Good question, because Section 277 doesn't expressly say fire hydrants. I will be the first to admit to you that you can require fire hydrants or firewells and in fact this opinion so states. But the magic language in the opinion is the last to next paragraph. We conclude that a Town Planning Board may condition the approval of the proposed provisions subdivisions upon provision of fire hydrants, in accordance with Town standards. "There you have it, standards. Let me give you a copy of that. (Submitted copy to Board). We don't have standards in our Town Code, to explain. We don't have the benefit of NFPA adopted by either this Planning Board, or at least made by reference to East Marion's decision to go by NFPA. Let me suggest that you look at the codes in East Hampton and Southampton. East Hampton sets forth in great detail their standards and conditions and specifications for fire wells. Southampton is not so specific, but they specifically state that the various fire departments in that town must put the standards on record in the Planning Board. That is fair. Now, we are talking about prior litigation. I don't know if we call it present or pending, because the judge made his decision and we are living by his decision, I as were you were here, or we had that rehearing April the 22nd. I protest why we are here tonight. In the course of that litigation, East Marion Fire Commissioners submit what we call a verified answer to our petition. In t'he course of that answer, they agreed they had no written standards for fire wells. Specifications, as to specific size, the pumps, the capacity, fine, but no standards. Mr. CYairman, you yourself signed an affidavit in the course of that ]itigation agreeing to no l 5 PLANNING BOARD • 8 June 4, 19~ ' C specific guidelines in Southold Town Code as to fire wells. And I agree. And that's what that litigation was all about last year. I am here tonight making the same complaint. We hear about NFPA, now we are back pedaling. We are explaining, we are justifying a decision. We're not establishing standards. I mentioned before if we are going to use NFPA standards, let's just think about this. Highpoint Section I and II consists of, Herb correct me if I am wrong, I will say 50 lots, or 49? Mr. Mandel: 49. Mr. Moore: Now my math was done with 50 lots but I will do 49, possibly an acre each. Using 50 lots, it is approximately two million square feet of land. NFPA Standards we heard about tonight, were every 860 thousand square feet. Sections I and II did two million square feet of land with one fire well. I think you can appreciate some of the surprise and misunderstanding or lack of comprehension as to why suddenly three one acre lots, of 120 thousand feet approximately, then generates the need for a fire well. I would not accept that, as it was hinted at in an affidavit by the Chairman, that perhaps they were saving and holding off on an economic impact on the client. It is entirely conceivable that at the time Sections I and II were developed, that Section III would never be developed. And if the idea is that this well would cover more than just the three house and would cover Section I and II, it was based on an erroneous C foundation. Section III may never have been developed. It could have been sold as a single family residence, and there would be no additional fire well there. Now, in the letter that was read to you it stated that without a fire well within in the subject subdivision the structure therein would be inadequately protected, and that comes from the April 19th letter from the Fire Commissioners. That is a little bit surprising because the same fire department requested, and obtained consent from Herb to burn a building down on that same three acres. They did the exercise, all had a fire well. Next, NFPA standards suggest a hydrant for every 160 thousand square feet. I believe that you would accept, and perhaps the fire districts could explain more fully, if they would distinguish between a fire hydrant and fire well. There is a distinction. The standards that I will give you tonight describe those distinctions. In fact the letter from the Fire Commissioners chides us for our belief that the fire well, if it is put in, would be used by the Fire Department to fill their tankers. They say no, we don't use a fire well, we use a hydrant. So they too recognize a distinction between a hydrant and a fire well. Now I will give you tonight Sections 12-31 and I believe 13-41 which are the fire fighting standards NFPA. That is what we should be talking about. But not after the fact. We're at this point now, where we are explaining what we have done with no standards in place, and it just isn't fair. That's just not the way it is done. Town law requires standards, and we don't have them. Now, in the course of the standards, 3000 gallons is a minimum figure that is used for structures of a type that are going to be built on those three PLANNING BOARD • 8 June 4 , 1 ~ µ C I agree. And that's what that litigation was all about last year. I am here tonight making the same complaint. We hear about NFPA, now we are back pedaling. We are explaining, we are justifying a decision. We're not establishing standards. I mentioned before if we are going to use NFPA standards, let's just think about this. Highpoint Section I and II consists of, Herb correct me if I am wrong, I will say 50 lots, or 49? Mr. Mandel: 49. Mr. Moore: Now my math was done with 50 lots but I will do 49, possibly an acre each. Using 50 lots, it is approximately two million square feet of land. NFPA Standards we heard about tonight, were every 860 thousand square feet. Sections I and II did two million square feet of land with one fire well. I think you can appreciate some of the surprise and misunderstanding or lack of comprehension as to why suddenly three one acre lots, of 120 thousand feet approximately, then generates the need for a fire well. I would not accept that, as it was hinted at in an affidavit by the Chairman, that perhaps they were saving and holding off on an economic impact on the client. It is entirely conceivable that at the time Sections I and II were developed, that Section III would never be developed. And if the idea is that this well would cover more than just the three house and would cover Section I and II, it was based on an erroneous foundation. Section III may never have been developed. It C could have been sold as a single family residence, and there would be no additional fire well there. Now, in the letter that was read to you it stated that without a fire well within in the subject subdivision the structure therein would be inadequately protected, and that comes from the April 19th letter from the Fire Commissioners. That is a little bit surprising because the same fire department requested, and obtained consent from Herb to burn a building down on that same three acres. They did the exercise, all had a fire well. Next, NFPA standards suggest a hydrant for every 160 thousand square feet. I believe that you would accept, and perhaps the fire districts could explain more fully, if they would distinguish between a fire hydrant and fire well. There is a distinction. The standards that I will give you tonight describe those distinctions. In fact the letter from the Fire Commissioners chides us for our belief that the fire well, if it is put in, would be used by the Fire Department to fill their tankers. They say no, we don't use a fire well, we use a hydrant. So they .too recognize a distinction between a hydrant and a fire well. Now I will give you tonight Sections 12-31 and I believe 13-41 which are the fire fighting standards NFPA. That is what we should be talking about. But not after the fact. We're at this point now, where we are explaining what we have done with no standards in place, and it just isn't fair. That's just not the way it is done. Town law requires standards, and we don't have them. Now, in the course of the standards, 3000 gallons is a minimum figure that is used for structures of a type that are going to be built on those three parcels. Single family residences, ,the proper separations of .PLANNING BOARD • 9 June 4, 199 C buildings and things like that. My information is slightly dated. My information is dated 1987 but, my understanding is that East Marion had capacity on its trucks alone of 5500 gallons. That is already dated information, I assume it is more than that by now, I hope so anyway. That is almost double the minimum requirements under NFPA itself. If you look at the 320,000 square feet ground area when NFPA standards call for for 160, NFPAstandards say minimum 3000 gallons of water they can bring to the site, at least as of 1987, they could have brought 5500 gallons of water to the site. I really question the necessity for this fire well. And more importantly the necessity for this hearing, and most troublesome the absence of standards that can guide this Planning Board throughout each of the Fire Districts in our Town. Thank you. Mr. Orlowski: O.K., any other comments. Mr. Moore; If I may just make a reference to NFPA 12-31 and 11-41, I'm sorry, I missited myself for you to have for your information. Herbert Mandel: Thank you for the opportunity to speak. Southold's code provides your Board the right to determine fire well locations in subdivisions. But since Southold became a Township, your Board has only until recently, not exercised such a right in minor subdivisions. That's four or less units. The C Board in determining the necessity for a fire well obtains information from the local fire district, which in this case recommended the installation of the well in question. This subdivision has been on the maps as Highpoint at East Marion Section III Inc., since 1984. When originally mapped was shown as a future section. The reason it became a future section was because this Fire District requested consideration for a parking area to be given them by the developer of this property. And the developer exceeded to the request that said, yes, we will give you a quarter acre of land for parking. It then took two years for the fire district (changed tape) to determine whether they wanted that 10,000 square feet, and in which portion of the three acres. When they finally determined where they wanted it and what they would agree to accept finally, it then became, this three acres became a two acre zone. The zoning having been changed during this period so that there upon the ability to make it into three units was gone. The developer went into court to try to get the court to adjudicate the matter and make it three acres, and lost. But the week after the loss, the Board in its own reliction, changed the maps and made it one acre. So now, three years have gone by and the land was still laying there in the same condition that the developer purchased it. So we have been through the mill with our neighbors, the Fire District although they asked us permission to burn down a piece of building they had on the property as a practice session and we gave them that permission to do that. And they did burn it down. They required us to put in one fire well for the development which we did. But the map that we put that in on • PLANNING BOARD • 10 June 4, ~ y C included the future subdivision. It couldn't have been mapped because we didn't know where they were going to take that 10,000 square feet. So we were held up pretty good and hurt substantially as a result. Now, you know, we as most people, respect the fire people, the firemen, the commissioners, we respect them from a political standpoint, and we respect them from an actual fighting a fire standpoint. But the requirements of putting a fire well in, so that we might be able to build two additional houses, is an unconscionable abusive of authority to require this, on anybody's part whether it be yours or the Fire Commissioner or whoever. There is absolutely no reason for it. Now, these houses, the houses on this property, is built in 1930 before the fire house existed. So the possibility of a hazardous fire always exists, but new, two new houses put up on this property with the building codes advanced as they have been many, many, times since 1930, are much more fire resistant then anything that existed prior to that time. So the reasoning that they have becomes very filaceous. There is no reason to put a fire well for two houses. Sure it would be nice if we had a fire well in every house. It would be nice if every house was sprinkled. But you have to establish reasonable standards so that builders or investors or whoever will know when they come into town this is what they must do. They must have a fire well for ten houses, five houses, two houses, whatever you decide. But you can't leave it open so that it becomes a matter for the individual who may get up on the wrong side of the bed one morning and say well, he needs a fire well because he's putting up two houses. I think it is really a terrible thing that we have to be here to complain about a matter that should be judicated on the surface, just on the bare facts. In all o£ East Marion, with hundreds of homes and many hundreds of acres, between Pebble Beach and the causeway, there are two fire wells. One of them I put in. Now, to say to build two more houses to have to put in another fire well it is a, I think it . is a terrible abusive of authority. Thank you. Mr. Orlowski: Any other comments. Mr. Kevin McLaughlin: Members of the Board, I am here on behalf of the East Marion Fire District. With all due respect to the applicant and his attorney, I believe what we have presented to you this evening are in fact those standards on which the Fire Commissioners have based their determination of the necessity for, and the location of, the fire well. It's based on written standards that are available, and it is also based on the fire fighting experience of those professionals that are involved with the fire district. I would submit to this Board that the only evidence that has been presented to this Board either written or oral, on behalf of anyone who has any knowledge about fire fighting, has been by the East Marion Board of Fire Commissioners. Nothing from the applicants or his ! attorney is in anyway relevant in that. They could have brought someone in, they could have brought someone in who has had some fire fighting expertise and said, look the standards of these - PLANNING BOARD • 11 June 4, ~1 v C people are trying to impose are improper or are way beyond the scope of reasonableness, they haven't done that. We are here tonight and this Board has had this hearing pursuant to litigation and pursuant to the order of a judge and we have presented to you tonight exactly the rational and the factors upon which this determination was made. As has been presented to you, the closest fire well is over 1800 feet away, we do not have in that fire district the requisite numbers of pumpers to pump water from a fire well 1800 feet away, keep up the pressure, and have adequate pumpers at site in order to fight a fire. That, I think is the main consideration here. To elude to a planned fire at the location where a small building was burned under conditions where everybody knew it was about to be burned and to try to equate that to afire alarm where a unanticipated fire breaks out, I would submit to this Board is ludicrous. We have presented the standards to you on which this determination was made and I think you now have all the information you need in order to determine whether or not this fire well is necessary. Mr. Orlowski: Any other comments? Mr. Mandel: I would like to point out one other thing to the Board. The property is contiguous to and adjacent to the fire house. I don't know whether that was made clear so that the response time on the part of the fire district on this particular piece of property that we are discussing is negligible because they are right there. Mr. Ralph Martin: In response to Mr. Mandel, yes, the response time is right, Mr. Orlowski: Just everything respond to the Board. I don't want to get this into a argument. Mr. Ralph Martin: I'm just clearing his facts up Mr. Orlowski, yes, we are right there but I am speaking before that 18 to 24 minutes to get a sufficient amount of equipment there in order to do a proper job in the extinguishment of the fire which we all know. It is not just rolling a truck out and saying we have enough water. There is never really enough water to fight a house fire with. Thank you. Nancy Swaticinowicz: I would like to say that with all the pressure of the development and-the future houses that are going to be built, I would like to have the Town to have the developers pay for these fire wells rather than the taxpayers. Thank you. Mr. Orlowski: O.K.. Any other comments? Hearing none, does the Board have any questions? Mr. Latham: No. ti • PLANNING BOARD • 11 June 4, ~1 people are trying to impose are improper or are way beyond the scope of reasonableness, they haven't done that. We are here tonight and this Board has had this hearing pursuant to litigation and pursuant to the order of a judge and we have presented to you tonight exactly the rational and the factors upon which this determination was made. As has been presented to you, the closest fire well is over 1800 feet away, we do not have in that fire district the requisite numbers of pumpers to pump water from afire well 1800 feet away, keep up the pressure, and have adequate pumpers at site in order to fight a fire. That, I think is the main consideration here. To elude to a planned fire at the location where a small building was burned under conditions where everybody knew it was about to be burned and to try to equate that to a fire alarm where a unanticipated fire breaks out, I would submit to this Board is ludicrous. We have presented the standards to you on which this determination was made and I think you now have all the information you need in order to determine whether or not this fire well is necessary. Mr. Orlowski: Any other comments? Mr. Mandel: I would like to point out one other thing to the Board. The property is contiguous to and adjacent to the fire house. I don't know whether that was made clear so that the response time on the part of the fire district on this C particular piece of property that we are discussing is negligible because they are right there. Mr. Ralph Martin: In response to Mr. Mandel, yes, the response time is right, Mr. Orlowski: Just everything respond to the Board. I don't want to get this into a argument. Mr. Ralph Martin: I'm just clearing his facts up Mr. Orlowski, yes, we are right there but I am speaking before that 18 to 24 minutes to get a sufficient amount of equipment there in order to do a proper job in the extinguishment of the fire which we all know. It is not just rolling a truck out and saying we have enough water. There is never really enough water to fight a house fire with. Thank you. Nancy Swaticinowicz: I would like to say that with all the pressure of the development and the future houses that are going to be built, I would like to have the Town to have the developers pay for these fire wells rather than the taxpayers. Thank you. Mr. Orlowski: O.K.. Any other comments? Hearing none, does the Board have any questions? Mr. Latham: No. PLANNING BOARD • 12 June 4, ~1 C Mr. Ward: No. Ken Edwards: Just one question, the fire house is adjacent to this property. Is the fire department volunteered. Are the people at the fire house twenty four hours? Mr. Ralph Martin: No, the people are not at the fire house twenty four hours, we are full volunteer. Mr. Edwards: Thank you. Mr. Orlowski: Anymore questions? Hearing no further questions, I will declare this hearing closed. ******:r*********x********************** Mr. Orlowski: O.K., moving on. HEARING HELD OVER FROM THE PREVIOUS MEETING: Mr. Orlowski: The North Forty - This major subdivision is for thirteen lots on 30.3565 acres located on the south side of Oregon Road; 621 feet west of Depot Lane in Cutchogue. SCTM #1000-95-4-14.1. Mr. Bob Kozakiewicz: Good evening, this has been on a number of times as you know, the reason being we wanted you to consider the open space option in the form of large lots. At this point in time I think we have gone through it enough. We have rehashed everything and have asked the board to close the hearing. Obviously, for the applicant, we would like you to consider the large lot as opposed to open space with homeowners, for the reasons we previously presented. But at this point and time what we ask more so is that the hearing be closed and that you decide upon the subdivision. Everything is in order and is in a position to be finally resolved. Mr. Orlowski: Did Mr. Danowski send in a letter to ask that this be kept open? Mr. Kozakiewicz: That was my question too. He was in Federal Court today on a trial and I spoke to him by telephone at approximately 7:00 and at this point and time as opposed to keeping the matter open and attempting to continue perhaps or persuade you concerning the large lot concept, he simply asks that the map be resolved. Perhaps you have information that has not made been made known to me, but this is what our conversation entailed. Mr. Orlowski: Well, I wasn't exactly sure that we were going to be keeping this thing open so long. Mr. Kozakiewicz: I know, that is exactly my point. We have gone on and on and I think it has been open a number of LEGALNOTtCE Halle d Ihsblk Y GwiIY~HN ttut STATE OF NEW YORK) NOTtCB IS 118REB _ ) SS: paranam m Salim bda by ~g x~id Toon PLnrini u COUNT1l OF SUFFOL1nn the Tom,llaa. Main Road. SO10~D~' rt^ + ~ of tAattituck, in New Yak in saiA Town ~e ~ "cJ~IJ'"~ K-L4 ~t he/she Is Prlnctpat ley of Jam 1991 m the gttadca ~ betn9 duly sworn, says the talloeiu~ said County, a WseklY NewsPBDer, T:30 P.M. Find rtppcw'd ~ tF ~s arrldiddaa farThnmas Clark of THE SUFFOLKn [d Town of Southold, CourdY of '"a`°~A~m ~+h0t 7i1i°d' °1b` publlsMd st µsttltuck, Town of Southold, Canny of 9uffcik York, and that the Notke of whlCh end the sate of New Yoh. Snffoat SuNolk and State of New ~ peen rtlgularN Published fn Comfy 77ut Map Num>xr°'~oea~sa5-T the arolexed is a printed copY+ weeks 8.12 day of The propnty is bordered m the said NewapaPar once eat on the fo`~ north by Lmd r+ow tr remedy of i. a. eomme~aing xatufield: m the east by lade now a E oassYP~,, w•~+ 19~ ~ tormedy of Stephen Figall and by A / land now or formerly of Anehony r ! ~j Marshall; m the sombwt by land 'I~ J,g`-' l~ rtow ortorotedy of Angina S. Pyh+; m J 'lam? thn aoathweet by laml now a f~rmer- ly o[ Regina S. Py1a m tlK west by land now or formerly of Stowe C. PrineiDal Clerk T 35 P.M. Final approvil of a lot lino chmge for Jokn Zuhoaki dad Mnrray and Cmstaoce Klepper in CutM+ogoe, in tm Town of Saahold, county ~ snifolk ua the seta of Sworn to before ma ~R,yuNO`"` New Yak. SuHogt Comxy Tu Map 19 Q/fl/IS hiAiifE 1~p Y01x 3 Number 1000-83-Z-138.6.6. The property is bordered m the day of l:~Fl'~~s~~ otblkCaufRty north by I.attg Island Sound: m the i-,a y April x.19 ~ east by ]and now or formerly o[ (._sn3'a "'-0 ~'~e David Dignan: m the aonth by land now ar fatnmiy of John ZuhoskC m the wee by laud ttow a formedy of Murry XLppa. T:40 P.M. Pinil approvil ~ a Iot line change for john Zuhoski and Murry Klappa is Cutcbogue, in the Town d Southold, Caamy d Stffitdk and the Stara of New Yak. SoffoOt ~ " Cotmty Tu Map Number. 1000.k3.2- 13 8.65...:.:.: 7De property iabordered m the north by Long Inland Saand: m the east by laud nmr a fotmedy of Mur- ray and Coostanca Klepper, m the south by land sow or formerly of Jokn Zuhoeki; m the west by lead now a tmaedy d thniel C. Shelly. 7:45 P.M. Public hwting for the Board d Fire Cammissimeu to give testimony a to the naceatity and plaot:nen fa tlm fm welt in High• poor at liar Marini, Sectim Three. Suffolk County Tax Map Number 1000.31-3-11.25. ` Auy ptxam dea'uing m be head m he above mead ehmld appwr a rho aM pLm speaCed. wed: May IQ 1991 BY ORDIDt OPTNB SOUTHOID TOWN PLANNIIJO BOARD Ile>mett Orbwski, Jc Chainoan 59-1TM13 COUNTY OF SUFFOLK ss: t,Pt;wLS NOTICE S I'A'fF_ 01= NEW YORK Notice of Public Hearing NOTICE IS HEREBY GIV- ENthatpursuanttoSection276 Patricia Wood, being duly sworn, says that she is the of the Town Law,apublic hear- f_ditor, of THE LONG ISLAND TRA`JELE R-WATCHMAN, ing will be held by the Southold Town Planning Board, at me a public newspaper printed at Southold, in Suffolk County; Town Hall, Main Road, and that the notice of which the annexed is a printed copy, Southold, New York in said ~ has been .published in still Long Island 'traveler-Watchman Town on the 4th day of June f 1991 on the question of the once each week for weeks following: ~ 7:30 P.M. Final approval of successively, commencing on the . the minor subdivision for Thomas .A. Sargent located in `.Jy f ~ Fishers Island, in the Town of rla of 19 I: ~ r Southold, County of Suffolk, { _ and the State of New York. Suf- ~ - - - 1. ~ - / folk County Tax Map Number ~ - ~ " " " ' " " " ~ " ~ ~ ~ ~ - 1000-6-6-'7 & 12. ~ - The property is bordered on l the north by land now or .,_i formerly of J.B. Hartsfield; on 3 the east by land now or former- Sworn In before me Ihis clay of ly of Stephen Figall and by land now or formerly of Anthony /_~1~z.- - Marshall; on the southeast by ~ ' ~ ~ ~ ' ' ' ' ' ' 'I' ' ' ' 9 ' ~ • land now or formerly of Regina S. Pyle; on the southwest by land now or formerly of Regina S. Pyle; on the west by land now H ~ - . t or formerly of Stowe C. Phelps. f:a": ~ ` ~ 7:35 P.M. Final approval ofa Notary Public lot line change for John Zuhoski BARBARA A. SCHNEI DER and Murray and Constance Klapper in Cutchogue, in the NOTARY PUFJLIC, Stte of New York Town of Southold, County of No. 4ECa846 Suffolk and the State of New Qualified In Sultolk Coynty York. Suffolk County Tax Map Commission Expires 3t~la- Number 1000-83-2-13 & 6.6. The property is bordered on the north by Long Island Sound; on the east by land now or formerly of David Dignan; on the south by land now or formerly of John Zuhoski; on 7:45 P.M. Public Hearing for the west by land now or former- the Board of Fire Commis- ly of Murray Klapper. stoners to give testimony as to 7:40 P.M. Final approval ofa the necessity and placement for lot line change for John Zuhoski [he fire well in Highpoin[ at East and Murray Klapper in Cut- Marion, SeMion Three. Suffolk chogue, in the Town of County'PaxMapNumber1000- Southold, County of Suffolk 31-3-11.25. and the Slate of New York. Suf- wny person desiring to be folk County 'Pax Map Number heard on the above matter 1000-83-2-13 & 6.5. should appear at the time and The property is bordered on place above specified. the north by Long Island Sound; Dated: May 16, 1991 on the esat by land now or BY ORDER OF THE formerly of Murray and Con- SOUTHOLD TOWN stance Klapper; on the south by PLANNING BOARD land now or formerly of John Bennett Orlowski, Jr. Zuhoski; on the west by land Chairman now or formerly of Daniel C. 1X-5/23/91(61) Shelly. ~U,r'~i,i v~ ~ G~ PLANNING BOARD MEMBERS ~ ~ ~ ~o~ ~ SCOTT L. HARRIS t Bennett Orlowski, Jr., Chairman ' s/r~ Supervisor George Ritchie Latham, Jr. ~ - ~'9/~~ ~i~ r° Richard G. Ward _ ~ Town Hall. 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards Southold, New York 14471 PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 16, 1991 Kevin McLaughlin Attorney At Law 828 Front Street P.O. Box 803 Greenport, New .York 11944 RE: Setting of Public Hearing: Testimony from Fire Commissioners for Highpoint at East Marion Section Three SCTM#1000-31-3-11.25 Dear Mr. McLaughlin: Please note that the Southold Town Planning Board has changed their meeting date from Monday, June 3, 1991 to Tuesday, June 4, 1991. Accordingly, the public hearing on the above mentioned public hearing will be held at 7:45 P.M. on June 4, 1991. Very truly yours, Bennett Orlowski, Jr. -S Chairman ~ v ,^f i//J t ti ~i PLANNING BOARD MEMBERS ~ ~ ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman yr r°a?~ ` ~ Supervisor George Ritchie La[ham, Jr. Richard G. Ward 7~ t~ t~ _ Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold. New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 16, 1991 Herbert Mandel 443 Main Street Greenport, New York 11944 RE: Setting of Public Hearing: Testimony from Fire Commissioners for Highpoint at East Marion Section Three SCTM#1000-31-3-11.25 Dear Mr. Mandel: Please note that the Southold Town Planning Board has changed their meeting date from Monday, June 3, 1991 to Tuesday, June 4, 1991. Accordingly, the public hearing on the above mentioned public hearing will be held at 7:45 P.M. on June 4, 1991. Very truly yours, d~,~~, Bennett Orlowski, Jr. ~m(S Chairman r~~~r•~:~,~,, PLANNING BOARD MEMBERS ~ c ~ ^ SCOTT L. HARRIS N " Supervisor Bennett Orlowski, Jr., Chairman '~~:%q, ` ~ - i George RiMhie Latham, Jr. ;~`~~n Richard G. Ward A Town Hall, 53095 Main Road Mark S. McDonald "'-'~"'~y P.O. Box 1179 Kenneth L. Edwards Southold. New York 11971 PLANNING BOARD OFFICE Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 14, 1991 Kevin McLaughlin Attorney At Law 828 Front Street P.O. Box 803 Greenport, New York 11944 RE: Setting of Public Hearing: Testimony from Fire Commissioners for Highpoint at East Marion Section Three SCTM#1000-31-3-11.25 Dear Mr. McLaughlin: The following resolution was adopted by the Southold Town Planning Board on Monday, May 13, 1991. Be It RESOLVED that the Southold Town Planning Board set Monday, June 3, 1991, at 7:45 P.M. for a public hearing for the Board of Fire Commissioners to give testimony as to the necessity and placement for the fire well in Highpoint at East Marion, Section Three. Please contact this office if you have any questions regarding the above. Very? tru~ly~yourQs,~ ~d~'ervr+4.f/J ~.e^,r/"c'ryc.~us I mS. Bennett Orlowski, Jr. Chairman ~O_y~~~i;f~Gy~ PLANNING BOARD MEMBERS ~ ^ ~ SCOTT L. HARRIS Bennet[ Orlowski, Jr., Chairman w ,"*y C Supervisor Geor a Ri[chie Latham, Jr. ~ J~ %i Richard G. Ward ~ ~j ~ Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 14, 1991 Herbet R. Mandel 443•Main Street Greenport, New York 11944 RE: Setting of Public Hearing: Testimony from Fire Commissioners for Highpoint at East Marion Section Three SCTM{#1000-31-3-11.25 Dear Mr. Mandel: The following resolution was adopted by the Southold Town Planning Board on Monday, May 13, 1991. Be It RESOLVED that the Southold Town Planning Board set Monday, June 3, 1991, at 7:45 P.M. for a public hearing for the Board of Fire Commissioners to give testimony as to the necessity and placement for the fire well in Highpoint at East Marion, Section Three. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. ~s Chairman PLANNING BOARD • 3 APRIL 22, 1~ ~ C Mr. Orlowski: 7:35 p.m. Highpoint at East Marion Section Three - This major subdivision is for three lots on 2.9189 acres located in East Marion. SCTM # 1000-3-11.25. Everything is in order for a final hearing. I'll ask if there are any objections to this subdivision? Hearing none, are there any endorsements of this subdivision? Hearing none, is there anyone out there neither pro nor con but may have information pertaining to this subdivision that would be of interest to the Board? Hearing none, any questions from the Board? Board: No questions. Mr•. Orlowski: No further questions, I'll declare this hearing closed. Mr. Orlowski: 7:40 p.m. Kay Dee Estates - This minor subdivision is for three lots on 5.959 acres located at Leslie Road in Cutchogue. SCTM # 1000-97-4-17. At this time, everthing is in order for a final hearing. I'll ask if there are any objections to this subdivision? Hearing none, are there any endorsements of this subdivision? C ; Mr. Robert 5. Kozakiewicz for Peter Danowski - For the applicant. I would ask the Board to close the hearing, I would obviously like to have this thing moved forward and to finally get it resolved. However, in so doing, I would like to also, without prejudice, indicate our strong opposition to the inclusion at this very late time of the firewell requirement. The Board is very familiar with this application in as much as the initial application was submitted back in November of 1985, and has had a great deal of time to address this subdivision. We are only asking for three lots as a minor and there is a great deal of time and effort spent on this thing and we are quite concerned and quite adamant about the eleventh hour addition of the firewell in this case. I would point out to the Board that there is a fire hydrant located very close by and I .don't know if the Board is even aware of this fact. What I would like to hand up to the Board is a copy of the fire or homeowners insurance policy that was issued to Ms. Bailey. It shows quite clearly that the property, which is her property, which the Board has as part of the map, shows that it is only located approximately 400 feet from a fire hydrant which in this case would be located on the west side of Skunk Lane and south of Eugene's Road. We feel that the requirement of a firewell at this point and time is erroneous, unreasonable and an arbitrary decision by the Planning Board. I would just like to approach this point and just give you a copy of the homeowners insurance policy. I understand that this may not be a decision that the Board can address at this point and time and would like to keep that avenue open. I do understand that also under the Town Code ~ ~ PLANNING BOARD MEMBERS ~ rxT • SCOTT L. HARRIS Bennett Orlowski, Jc, Chairman ~ Supervisor George Ri[chie Latham, ]r. Richard G. Ward ' Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 April 23, 1991 Herbert R. Mandel 443 Main Street Greenport, New York 11944 RE: Highpoint at East Marion Section Three SCTM# 1000-31-3-11.25 Dear Mr. Mandel: The following took place at a meeting of the Southold Town Planning Board on Monday, April 22, 1991. The final public hearing, which was held at 7:35 P.M., was closed. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr ~S Chairman R j PO Box 131 Main Road East Marion, New York 11939 April 19, 1991 Southold Town Planning Board Southold Town Hall Nain Road Southold, New York 11971 RE: HIGHPOINT SECTION III Gentlemen: This letter is to supplement and amend our letter to you dated February 25, 1991, in the above referenced matter. The aforesaid letter inadvertently cited an incorrect section of the Standards of National Fire Protection Agency (N£PA). A copy of the correct section 1141:3-7.2 is enclosed herewith, which requires a fire hydrant for every 160,000 sq. ft. of ground area. The standards set forth the minimum requirements only. The subdivision in question consists of three (3) lots of approximately one (13 acre each. The nearest existing source of water is a fire well located in excess of 1,800 feet from the proposed fire well. As a result, the necessity fot the location of afire well within the subject subdivision is apparent. Without afire well within the subject subdivision, the structures located therein would be inadequately protected based upon the standard set forth above and in our experience as fire fighters. The proposed fire well was strategically located generally in the center of the subject subdivision and adjacent to the existing roadway for ready access. This was done in order to provide maximum fire protection for property and persons and for the safety of fire vehicles and personnel. Very truly yours, BOARD OF FIRE COMMISSIONERS OF THE EAST MARION FIRE STRICT , BY: ~EG~ /lmt f1P~ 2 ? 1141-ri PIRb: IBUrEU'IIUN IN PLANNED I4U ILUINO GROUPS hscr/r(iun No. rl// /~eriurr(rr wrdln' of a slrurturr nru/ a// rzm- n( ,S'frrrrek/er S'rystr~ns, NFPA 13D, Slaudurr( Ihr dce !us[<dlydiou u( riur rluun info (hr elnuawe cousb'udrd us rt /curl a/u /drnmrd Luild- .1'/ni+rk(rr Systrrns ire Dur- and %'wo-/•'urnily Uu~e!lirage roof Mohilr urg gnurJi urn /iennillerl lu hr miUrin 20(/ fl (h/ ur) u/an up/uuvrd Routes, or' NFPA 13R, .S/mtdard fm' [hr /uslnl/uliug o~ S/niuk/rr Jrrr lan• ur are! when the sl acct r<rr is /inrlce7rd bt~ rur uukuen(ir St:anu+ iu Rreirlnelial Occupraloire' up (u Faur S(uries in Hrighl, ./rriuk[ur spslrm is ucrurrlanrr eui(h NF/'A ! i, Sluudarrl /in- (!ir whichever is appropriate. Gulul(rrliuu n( S/rrinklrr SY.+(rni NFP.1 13U, JYur<dnn] Jbr tAr Oululln(iwi of S/rrinkler Sys(rme iu Uru•- nud 'l}rur-homily Uuadl- 3.6.2.2 Fire department connections fur spr'inkrr systems iu;r+~ud Muhi/r /lomr>, or Nh~PA 13/t, S(audu rd (inr lh,• Listul- shall be located within 50 ft (15 nt) of a lire hydrant 6diwr u~.1'pi irrkler Sys[rnu' in Krridnt(iul (h'ru/~ancirs a/~!o h'nur Stir rr+ in IG'ig4l, and is less !lout 31l ~l (r1 urf iu lrrighl. 3.6.3• .A portable fire extinguisher havurg a nwumum rat- h.vr/coon Ahr. P: When any ruvrhirudiaa of /nivule fur /uatrdi°O ing uC'?-•4, IO-BC Shall be provided in carp dwelling unit. fnri/i[irr, urn/at/iu{ fiat nu( /butted la fnv-rrrio[iz~r You/i. f~r'r ne/r LSrr A/iNrutlix H.) nnr[iu? ara/1+, epnrr'+e/ra ntliuu, our/aulana(ir fire r]Yin,{+ri+/ibr~ orn- Iren, r+ /rnnridrrl aurl a/r~rnrrd hp flee fi>c uuu:rha[ a+ nn mt'a/rlnblr nhrn<nliur, i-i./ .hn// uol a/rply. 3.6.4 An approved single station vunke detector(s) ur :m approved automatic detection system shall be insmlled in each 3-5.2 :AIV stout arcs exa•rdiug three surrics iu height and dwelling unit in accordance with NFPA 74, .ti[a adore! far lhr i,llllll sy h (Y79 ul m) iu ground Ifuur :ara :uul unitainiug lu.rurl[u(ion, Main[enmrce, mid Use of Hoa+rholtl Firr W~uniug nonrated opcaiug+ in exterior walls Facing other +h ucw res Equipurrul. 'Phe autum:uic detectluu system shall include :u shall be srpar:ucd liven other su-uttw-es by :u Icast 5t1 li IcuM unc smoke detector in each dwelling unit. (See ,1/i/u•n- (15 m) of clear space beaveeu structures. and '_'S !i nQ liu+u efts 8.) a unu uu ni pnrpc ell line. (.1'rr /-°.-1.) 3-8.5 For odter than dwelling unto, a fn~e warning or alarm 3-5.3' :Ai Icasi nvu means of access lire tier appuranrs shall system shall be provided in uu'urdanm with the applicable be prncidrrl lire raati suvcturr exceeding 3(1 II (J utl ur three N FI'A rude or smndard for Ihr intended occupancy of the auriao iu height, nut Iese than unc ut which shall br a Inc sirucmre. Such systems shall be installed in accordance with I:u u• or sn eci. the applicabfe Nh'PA a>de ur standard fix the type ot'sysicm installed and shall be designed to alert occupmus under enrer- 3-5.4* rV bast I-f It (9 nQ of nominal dea r:wa• sh:Jl br pro- I;eory conditions and w retratumit to ensure nutilicetion of vLlcd uccr [hc lull wlddi ul struts, priv:ue stnr~+. lire I:ure>. ihr lire dcparunrnt. Alarms or warning systcuu sh:dl be :uul other mcam u(vchicular access, tested and maintained in accordance with the upplicuhle N hPA rode of standard or as miry be rcyuircd by the awhur- 3-5.5• l :mdxaping' or other ubxructiony shall nut be pLrcrd icy having jurisdiction. (.S'ee AppeuAi.r /f.) ;uuuud nuuct ores iu a ivanncr so as w hupair ur iurpcdc arcessibilii Y' lire lire fighting :end rescue operations. 3-0 Water Supply. (See A~rndix H.) 3-5.6* the locution ul strucuacs and uci css pr cuc6 strut- 3-7.1 A'Vater supply systems not publicly owned and inualled uu-r sh:dl be uppruvc-tl by du fnc nwrshxl be(irrc• permits for shall nu et the minimwu reyuireurenu of N FPA 29, .tiluudmd roust nrciiuu are issued. )ire the /u.+'(u//afiau of Pritrrelr Firr .Service Mnius ruin "/lair A~rpru= Crnance+', of NFPA 1Y:41, Sfuudar'tl uu Wairr Sa/rjdies for Sub- 3-ti fire Protection, urhnu and Rxra/ Fire Fighting, where uo recognized wua•r supply distribution exists. :i-fi.l All si ruclures more than three surrics in hcig'hl ur over 511 li (IA w) in height abuse grude• :end aunaining iu trron' 3-7.2 fire hydrants shall be providnl in a ratio of ut Icasr di.ur stories nr balcuuiu shalt be cyulppcd wil6 a standpipe ,~~rc. lire hydrant for every ItiO,O1111 u{ I[ (8370 sy ni) of eyesrw iu aurud:u ur with the procisiuus of NFI!A I-1, S%rur- yruund urea ur portion thereof involved in the drvelopmem duir(Jur the hulol(atwu ul Slnrul/ri/rr sari Hose S'Y+1rur+ tvv 1-2.-1 snhjret m the fire flow rryuirenrenis rxablisbed by the Firr dcp;uvurni stuudpipc a>uuatiuns shall be Iur:ucJ within ;tuihurity having jwisdic[iou. ;0 li (IJ ui) u( Ike ltydr:uu. liArr/r/our: "/hn +rr uuu ihn/I curl a/r/rly Gr iudlubin/ /nurr:o oLur._ E-xrr/rtiorr: "h7ris rryuirrvarnl sltal/ unl a/r~/y lu Lard /r/ruurrd nr hur+ uJrnr li/r nr /nu/arty of uJrrn is rml inr/rrr'i[rr/ !q Jur ur r'.t/r/o_ /~'/(for nlhrr l/wrr s(ruelurvd drvr[o/mern(. stun. 3-7.2.1 "Fhe fire flow rec{mrements shall be nut less thou then 3-6.`L :Auunuaric lire ewinguishing systrnu shall he rcyuirrYl cswblished by the fire deparunent having jurisdiction. In as act lurch in die applicable NFPA c+Kfc or sururlard tin- the cores where a water supply system cmuisting of mains and intruded urnipancy of the stntaures ur as may be otherwise. hydrants does not exist, the provisions of NFPA 1 r31, .tiGur- rcrlunrd by the authority having luriulictiun. r\II urdr sqs_ dare/ un Wulrr J'uN/flies fbr SuGurluan ruin !anal hire fi},htbrg. nh:dl trim sh:Jl be iuswlied in accordance with the applicable NFPA ~tPPIY~ stuudard ur rude fin' t6c type of In'c estiuguishing sysem installed. (Srr ,~I/rprudrx It.) 3-7.2.Y Water supplies shall be capable of supplying the rcyuircd fire Ilow fi>r nt least one hour tin fire flows of 15f111 3-G.2.{ :Any resirla•wi:d building cont:riniug more i6:w lour gpm (67511 Wmin) at 20 psi (1.38 bat's) ur Icss- ur lire ttyu lining units shall 6avc an :uuomatic extingnishiug system boars Ihr hre Ilow greater than IfiOU gpm (1i75O Umin) at iust:dlcd :u coaling n+ NF'I'A C5, Stnndnrtl Jor Ihr Imhrilatiurr YII psi (L38 burs). 2 2 1991 1990 Etlmon • Mwaitis; on the south by Main Rod ($1,000.). a,E~A N6TiCis (N.Y.S. Ru. 25): on the west by laod (2) All application for sketch Nolke of PnDlk Hesrkag °i t°n°°dy t Marion Fve plan approval for a major :OTICE IS HEREBY GIVEN that ~s~a ~ ~ la'd or formerly subdivision filed with the ,uam to Section 276 of the Town of C~ottrge atad Crauakts olakis. Town Clerk shall be ac- 7:40 P.M. Final approval of the companied by s fee of one v, a public hearing will be held by minor ntbdivisien of Kay Dee Estates thousand dollars (51,000.) $O4Wo~ TON'° Hang Bard. ~ ktcated in Cutchogue, in the Town of plus one hundred dollars ~ $ff Town HaLL, Main Road, Swthotd, Southdd, Counry of Suffolk end the (S 100.) per acre, ar part w Yotk N said Town on the 22td Sute of New York. Suffolk County thereof, in the proposed aub- y d AprH 1991 an the gtteation of Tax Map Number 1000-97-0-17. division. An inspection fee tollowing: The property is bordered on the equal to six percent (6%) of 7:30 P.M. Final spprovd of the by land srow or formerly of M, the amount of the approved Of MattitUCk loot subdivision for Salvatore Cats- Netotte, on the ears by land now or performance bond must be tY sWOrn ' M .rto looted vt Southold, of the Town fotmerly of Swiatortu Esute, by land paid after approval of the ' sBYs ttgt Ile/she js PrlnNpel f Southold, County of StafColk and now or formerly of Z Swiatocha, an bond amount by the Town ~tC TIMES, tl W6ekly NeWS a D per, x. State of New York. Suffolk Court- the south by Leslie Road, by land Board and before final k, ~ the Town Of Southold, (:OUnty Of y Tax Map Number, 1000.69.06-P!O ,qw or formerly of R. Price, by Lnd approval of the plat. W YO '•2• stow or fotmerly of T. Cambers; on Ne 2, seelion A 106-2z(A> {applies- end that tM Notice Of which The property is bordered on the west by land now as formerly of Hai- lion and fee) is hereby ameded ropYt has been r north by Main Road: on the east by ky Verity Reaby, by land now or for- to red: Application. C@ each PUbIIghBd ~ land now or formerly of Newbold, marl of P. Bad lend now or 3. Section AI06-22 A W@Bk fOr Y ~ (j of ~1e tncin Weeks and by land now or formerly of formerly of Kansner, by land now or Code of the Town of Southold is I,,, 9 On the 7axecki; on the south by Lnd rww or formerly d Langs. hereby deleted N its emirety. ~ deY Of fomterly of the Church of the Open 7:45 P.M. Public Hearing to amend 4. Section A 206-23(A) {Appliea- Door, by land now or formerly of Chapter A106 (Subdivision of Land) tioti aril fee) is hereby amended '/~~~J~ Beineri, by land now or formerly of on the Code of the Town of Southold m read: Application. `-CJ(. Lukoavicus; on the weal by South as follows: 5. Section A106.23(A)(2) of the h-~- _ r Hadwr Rod, and by land now or for- _ 1. Section A 106-21(A) {Sketch Code of the Town of Southold is G~' ~rIY °t Caupan°• Plan} is hereby amended by hereby deleted N its emirety. 7:33 P.M. Final approval of the adding thereto two new sub- Any person desiring to be heard on PtlnCl minor subdivision for Highpoint a[ section 1 and 2 to read as fol- the above mater should appear p8(C•lerk Eat Marion, Section Three located in bws: at the time and place specified. ~4-•~ East Marion, in the Town of (1) AH applications for sketch Dated: April 3,1991 v Southold, county of SutColk and the plan approval for a minor ~BY ORDER OF State of New York. Suffolk County subdivision shall be accom- THE SOUTHOLD TOWN Tax Map Nmnbcr 1000-31-3-11.25. paniod by a fee of five hors- PLANNING BOARD The property is bordered on the dyed dollars ($500.) per la, Bennett Orlowski, 7r. t9 't north by Highpoint at East Marion together with an inspection Chairman ` - ~ - Section Two; on the east by land now tee of one thousand dollatn 7014-]TAIL or formerly. of,Steven and Deapina... r-r ........~.~w..~.:.~..,..«+..,...:..-..,..,... s . s a S°.. . w~...~.~.~.....~«...»w.~~....,.~.. - L~ _ - The property ~,rdered on COl1N"I 1' 01= SU1= FOLK the north by land now or S-I~A~1~1= 01= NI_W \'OIZK formerly of M. Nerone, on the east by land now or formerly of Swiatocha Estate, by land now or formerly of Z. Swiatocha, on Patricia Wood,' being duly sworn, says that she is the LEGALS NOTICE the south by Leslie Road, by Editor, of THE LONG ISLAND TRAVELER-WATCFIMAN, Notice of Public Hearing land now or formerly of R .t public newspaper printed a[ Southold, in Suffolk County; Price, by land now or formerly NOTICE IS HEREBY CI V- of T. Lambert; on the west by antl that the notice of which the annexed is a printed copy, EN that pursuant to Section 276 IandnoworformerlyofBailey has been ,published in said Long Island Traveler-Watchman of the 7bwn Law, a public hear- - Verity Realty, by land now or o n c c c a c h w c e k (o r ~ weeks ing will be held by the Southold formerly of P. Bailey, by land Town Planning Board, at the now or formerly of Kassner, by Town Hall, Main Road, IandnoworformerlyofLange. successively,commenc'ingonthe Southold, New York in said 7:45 P.M. Public Hearing to Town on the 22nd day of April, amend Chapter A106 (Subdivi- ~ ~ , 1991 on the question of the Sion of Land) of the Code of the d a Y o I - ~ ~ ~ ~ ~ ~ " ~ ~ ~ ~ ~ , 19 following: Town of Southold as follows: ~ 7:30 P.M. Final approval of 1. Section A106-21(A) (Sketch ~ ~ the minor subdivision for Plan) is hereby amended by ad- - ~ " ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ' ' ' ' ' ' ' ' ' " ' ' ' ' ~ ' ' " ialva[ore Catapano located in ding thereto two new subsection Southold, in the Town of 1 and Z to read as follows: Southold, County of Suffolk, (1)All applications for sketch U, and the State of New York. Suf- Plan approval for a minor sub- ~ i folk County 'Pax Map Number division shall be accompanied Sworn trr belorc me Ibis day of 1000-69-06-P/O 9.2. Y a ee o rve undyed dollars _ The property is bordered on ($SOOJ per lot, together with an ~ ~ 19 j the north by Main Road; on the inspection fee of one thousand east by land now or formerly of dollars ($1,000). Newbold, and by land now or (2) All applications for sketch formerly of Zazecki; on the plan approval for a major sub- south and by land now or division filed with the Town ~ formerly of Church of the Open Clerk shall be accompanied by Cl' , r1 .fin-~~v Door, by land now or formerly a Fee of one thousand dollazs No[aty Public of Beinert, by land now or ($1,000) plus one hundred formerly of Lukosvicus, on the dollars ($100.) per acre, or part BARBARA A. SCHNEIDFR west by South Harbor Road, thereof, in the proposedsubdivi- NOTARY PU"LIC. Shte of New York and by land now or formerly of Sion. An inspection fee equal to N°~. A~f °sr;b Catapano. six percent (6%) of the amount Quaiifird m „ufbl,t Co my Ccmmiss~on EAplres8~jr~j_Z 7:35 P.M. Final approval of of the approved performance the minor subdivision for High- bond must be paid after ap- point at East Marion, Section Proval of the bond amount by Three located in East Marion, in the Tbwn Board and before final the Town of Souihotd, County approval of the plat. of Suffolk and the State of New 2. Section A106-22(A) (Ap- York. Suffolk County 'Pax Map Placation and fee) is hereby Number 1000-31-3-11.25. amended to read: Application. The property is bordered on 3. Section AI06-22(A) (2) of the north by Highpoint at East the Code of the Town of Marion Section Two; on the east Southold is hereby deleted in its entirety. by land now or formerly of 4. Section A106-23(A) (Ap- Steven and Despina Moraitis; on Phcation and fee) is hereby the south by Main Road (N.Y.S. amended to read: Application. Rte. 25); on the west by land 5. Section A106.23(A)(2) of now or formerly of East Marion the Code of the Town of Fre District and by land now or Southold is hereby deleted in its formerly of George and entirety. Geatrakis Kortsolakis. Any person desiring to be 7:40 P.M. Final approval of heard on the above matter the minor subdivision of Kay should appear a[ [he time and Dee Estates located in Cut- Place above specified. chogue, in the Town of Dated: April 3, 1992 Southold, County of Suffolk BY ORDER OF THE and the Stale of New York. Suf- SOUTHOLD TOWN folk County Tax Map Number PLANNING BOARD 1000-97-4-17, Bennett Orlowski, Jr. Chairman ]X-4/11/91{2) JL~S SUBMISSION WITHOUT COVER LETTER ~f`1- "LDS-+..-C SENDER: t-~-~ SUBJECT: 1~ ~ t C~ scTM#: 3 ~ _ 3.- ll. ~ coMMENTS : APR 15 1991 ~ O " ~~~G~ ~ ,c PLANNING BOARD MEMBERS ~ ~ ~ SCOTT L. HARRIS Bennett Orlowski, Jr., Chairman ~ ~Y~ Supervisor George Ritchie Latham, Jr. ~ Richard G. Ward Y '1 Town Hall, 53095 Main Road Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 April 2, 1991 Herbert R. Mandel 443 Main Street Greenport, New York 11944 RE: Highpoint at East Marion SCTM#1000-31-3-11.25 Dear Mr. Mandel: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 1, 1991. BE IT RESOLVED that the Southold Town Planning Board set Monday, April 22, 1991 at 7:35 P.M. for a final public hearing on the maps dated November 27, 1989. The conditional final approval which was granted on December 18, 1989, has expired. The Planning Board has decided to schedule another final hearing prior to any endorsement of the subdivision. Five (5) paper maps and two (2) mylars all containing a valid stamp of Health Department approval must be submitted prior to any endorsement of the subdivision. Please contact this office if you have any further questions. Very tr_u~l{-y yougr_s, tiQ.C~ ~iGCdt~ i Bennett Orlowski, Jr~ ems Chairman x• t -«~.._r~~:.~~. ......n. ~<.K.,v.-:,...,~ ~.~.,z..=.v:rw,.4....,mr~« :r~+r+wh rig wr .era, - ~ ~t~~~ HERBERT R_ MANDEL 443 Main Street ~ Greenport, New York 11944 Phone: (516] 477-2223 Fex: [516] 477-2728 f-iLG- X215 blahch 8, 1991 Judy Teeny, Town Ckenh town ob sou-thakd Town Hake. 53095 Ma~.n Road P. U. Box 1179 Southokd, N. V. 11971 Re: H.ighpo~:nt C~ Eab.t Man,%an Secti:an I'II SCTM.~1000-31-3-11.25 Dean Judy; i am eneeoe~ng .the nequ,uxed kezten ob chedit ~.n connection faith .the above anptioned hubfeat and bon. your eonvenienee I am ~anuxrndiing a copy ban .the pkanni:ng board. I wbued appneaicrte your, wlua,e expedi~;iauh Iiand.P.ing o~ .t1i,~s maZten and xhene any bunthen .inbonmation you need, da na.t hea.itate .to e~crke upon me. Ven.y .Uuiey yo i ~Henb R, b ~ HRM/ep Ence. cc: pkanwing 6oand ? ~ ~ ~ 1991 Bridgehampton ~ : B National Bank All Drafts must be marked Drawn Under and Trust Credit No.: 149 Date: March 6 1991 IRREVOCABLE LETTER OF CREDIT N0. 149 To Beneficiary: For Account of: Southold Town Board Herbert Mandel Southold, Ny 443 Main Street Greenport, NY 11944 Up to Aggregate Amount of: Expiration Date: $10,000.00 March 5, 1992 Gentlemen: We hereby issue our IRREVOCABLE LETTER OF CREDIT in your favor available by your drafts drawn at Bridgehampton, New York on ourselves, accompanied by the original of this Letter of Credit and the following documents:staternent signed by the Town Clerk certifying that the amount drawn represents sums due under or in connection with the Perfromance Bond of Highpoint at East Marion, Section III, Inc. Unless otherwise expressly stated, this credit is subject to the uniform customs and practice for documentary credits'83 Revision International Chamber of Commerce Publications No. 400. We hereby engage with you, that all drafts drawn under in compliance with the terms of this Credit will be duly honored, if drawn and presented for payment at our office in Bridgehampton, New York on or before the expiration date of this Credit. Sincerel yours, < < Liu or~ze ~gnature MAR i 11991 ut onze ignature rt?S (no Paain Road East Biarion, Pdew York 11939 February 25, 1991 Southold Town Planning Board lll.~ti+~ ~"y Southold Town Hall Pain Road Southold, New York 11971 ~ ~ W/-`^`~,,,a ~1 ~ Stc. J~/ 13 -G.Z Gentlemen: Please be advised that the Board of Fire Commissioners of the East I4arion Fire District, at the request of the Southold Tocan Planning Board, previously reviewed the, above-ref©renced subdivision regarding the necessity for and location of any fire well. A copy of the subdivision map was returned to the Planning Board indicating the location of one necessary fire well. The criteria utilized in arriving at the necessity for one fire well and its designated location was as follows: Pursuant to the standards of the National Fire'Protection Agency (:QFPA), whose standards are generally utilized by federal, state and municipal agencies, and more particularly X1141:3-6.2 there should be a hydrant or other available supply of water for every 90,000 square feet of ground area. The Board of Fire Commissioners of the East Marion Fire District looked at all existing fire wells and determined that none were located within 90,000 square feet or the subject property. As a result, a determination was ~aaae that one ~~ire well was requir~u. The fire cvell was strategically located generally in the center of the subject subdivision in order to provide maximum fire protection for property and persons and for the safety of fire vehicles. 2 5 1991 ~ ~ Southold Town Planning Board Page 2 February 25, 1991 The concern of the subdivider that the required fire well will be utilized by the East Marion Fire District to fill up their fire trucks is simply misplaced. Our fire trucks are not filled at fire oaells, but instead at hydrants, which have a much greater capacity. The necessity and location of the aforesaid fire well was based solely on sound fire fighting and protection requirements and on {:.tic criters.a set for2.h above. Very truly yours, BOARD OF FIRE COMMISSIONERS OF THE EAST MARION FIRE DIS^tRICT B :!/L fE625~~ /i9~ _ MOORS & MOORS ` Attorneys a[ Law Clause Commons Suite 3 Main Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298-5674 Fax: (516) 298-5664 William D. Moore Mazgazet Rutkowski Patricia C. Moore Secretary December 13, 1990 Southold Town Plannning Board Town Hall Main Road Southold, NY 11971 Re: Highpoint at East Marion, Section Three Dear Chairman Orlowski and Members of the Boazd: As you will recall, your approval of Section Three of the Highpoint subdivision at East Marion was withheld pending resolution of the Article 78 proceeding which challenged the condition requiring the installation of a fire well. I have spoken with your Assistant Town Attorney Matt Kiernan and discussed signing of the final map if you have the necessary documents in the file. We have provided a separate bond for the fire well to insure its installation should the fire well condition be upheld by the Supreme Court. Having provided such a bond, there is no reason why final maps cannot be signed and filed with the Suffolk County Clerk. In my conversation with Matt, he agreed with that assessment. Please advise what additional information and materials, if any, are necessary to sign this map. Thank you for your cooperation. Ve ly y oore WDM/mr cc: Herbert R. Mandel Matt Kiernan, Esq. AFC ;n Assistant Town Attorney ( ~ Ma 31,.......19........... P.ccount Number Invoice Date...y..... 90 ~.5~~~ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY TO: Payee Identification Payee Name: or Social Security Number: Sidney B. Bowne & Son payee Reference: Address: .....45 _ Manor Rd:. Phone No. . Smithtown, N.~Y. ~ ~1~17$7~ Vendor Contact Cash Discount °o.........Days.................................... Item Description of Material/Service Quantity Unit Amount No. Price ,y oin - a~or u 1000- 31-3-11.25 04/10/90 to 05/07/90 V ~ Total 2 , 802. 7 i ount Ne ,8 .7 The undersigned (Claimant) (Acting on behalf of above named laima q •ertify that the foregoing claim is true and correct and that no part thereof has ee , except a rein stated, and that the balance therein stated is actually due and owing. Dated...... May..31> .................199.~ SIDNEY B. BOWNE & SON h . , f;s, 45 Manor Road Smithtown, New York 11787 (516) 724-0611 May 31, 1990 Town of Southold 87405 High Point - Major Subd. East Marion 87609 Final Inspection 1000- 31-3-11.25 P.O. #2809 $2,802.73 For the period of: 04/10/90 to 05/07/90 p ~ a ~ a~~F,,.. _ u~ l - PLEASE REMIT TO: S©U'fHOLD T~u~iv ~ddY. SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EWeI Opppnunity Employaf M/F/H r ` ~ ij r~ ~ Town Hall, 53095 Main Road r~ ~ P.O. Box 1179 - Southold, New York 11971 NDITH T. TERRY - l a3 ~~I~~L Fnx (516) 765-1s23 TOWN CLERK TELEPHONE (516) 765-1801 REGISTRAR OF VITAL STATISTICS QFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD May 10, 7990 Herbert R. Mandel 443 Main Street Greenport, New York 71944 Dear Mr. Mandel: Enclosed herewith is your $44,350.00 Letter of Credit deposited with the Town as a bond for roads and improvements in the major subdivision of Highpoint at East Marion, Section III. A ,certified copy of the resolution is enclosed for your information. Very truly you~rsZ, JuderrY~v; v Southold Town Clerk Enclosure cc: Planning Board _ y 1~1VERH~AD SAVINGS ~I~~~LL ~l\FSR RrveReeAO (Main Office) 7 Wesr Main Sneers Riverhead, New York 11901-9988369-8500 March 5, 1990 Southold Town Board Southold, New York Re: Letter of Credit #00390 Performance Bond $44,350.00 Highpoint at East Marion, Section III Gentlemen: We hereby establish our Irrevocable Letter of Credit #00390 in your favor and authorize you to draw upon this Bank up to an aggregate amount of Forty Four Thousand Three Hundred Fifty and 00/100 ($44,350.00) Dollars. Said monies to the extent necessary to complete the improvements hereinafter set forth and referred to herein shall be paid upon demand by the Town Board to complete road improvements to the subdivision known as Highpoint at East Marion, Town of Southold, New York. Funds under this Letter of Credit are available against the Town's draft on us presented at our office no later than March 5, 1991. All drafts drawn hereunder must also be accompanied by the Town's signed statement certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III. This Letter of Credit is not transferable. This credit is subject to Uniform Customs and Practices for Documentary Credits (1983 Revision) International Chamber of Commerce Publication #400 except as expressly provided herein. Very truly yours, RIVERHEAD SA NGS B B Byi aul M. lark, Vice President • EAST NORTHPORT 580 Larkfield Rd. 368-5900 ~ LAKE GROVE 2835 Middle Country Rd. 585-1100 soe• • BAY SHORE 380 E. Main SL 968-8600 • MEMBER FDIC . - _ ~1 • ~ S~EFOLKCO~` v ~ Town Hall, 53095 Main Road P.O. Box 1179 y~,j`„ ~a~~ Southold, New York 11971 JUDITH T. TERRY ~ EAx (516> 765-1823 TELEPHONE (516) 765-1801 iOWIV CLERK REGISTRAR OE VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON MAY 8, 7990: RESOLVED that the Town Board of the Town of Southold hereby authorizes the release of the $44,350.00 Letter of Credit deposited with the Town as a bond for roads and improvements in the major subdivision of Highpoint at East Marion, Section III, all in accordance with the recommendation of the Southold Town Planning Board, Superintendent of Highways Jacobs and Sidney B. Bowne b Son, Consulting Engineers; the $10,000.00 Letter of Credit deposited as a bond for the installation of a fire well in the aforesaid subdivision is not to be released at this time. Judah T T re ry Southold Town Cle May 10, 1990 ~ OWN E SIDNEY B. BOW~^N~E~r+& SON FOUNDEA w~N L7r- I Sidney B. Bowne, P.E., L.S. _ ~ G (1922-1958) ,U,~~ ,"4....~ ?S - PARTNEflS Chester C. Kelsey, P.E., L.S. Robert A. Stnn,pn, P. E. A rtl 23, 19~ Robert W. Brown, L.S. p Zabdial0. Blackman, P.E., L.S. Frank J. Antetomuo, P. E. ~soclArsS Mr. Raymond Jacobs, Supt. of Highways Osor9e0.5tyle, P. E. Town of Southold J.rry D. Aimpn:, P.E. Peconic Lane Gear9a L. Fagan, Jr., Ph. D., P. E. Peconic, NY 11958 Frank Capofdueo, C.E. Paul F. Stevens, P.E. Roger L. DOCChI. P. E. RE: PD2809, High Point Meadow, Southold Dear Sir: SPECIAL CONSULTANTS Thpma. R. Pynchen, L. S. An field inspection of this subdivision was completed on Prof. M. F. Soshn9an, P.E., L.S. 4-19-90 by this office. SENIOR STAFF We find that the roadways have been stripped and rough Frandn J. Lyncb Philip Schlotzhauer graded and that approximately 50% of the drainage structures Joseph F. Ste9man and pipe have been installed. William T. Styns Richard B. Weber Ralph Antlerson, L.S. Very truly yours, 0. Barton Cue, P.E. Fr.dd~c.o"rtitna,Jr.,L.B. SIDNEY B. BOWNE & SON ""°"'"'"""a, P. E. CONSULTING ENGINEERS Gra99 G. Kslaay, P.E. Dane C. Kenny, P.E. Howard W. Miller, P.E. Richartl P. SWtnh, P.E. A. A N CA`5 ABC:Is cc: Ray Dean ( t.~ ( Q ` ~ " ~~r~.. JpR ~ ~~~~0 50UT. 45 Manor Road Smithtown, New York 17787 (516) 724 -0617 236 East Jericho Turnpike P.O. Boz 109 Mineola, New York 11501 (516) 748 -2350 '(!asl9o s~ f?d. - ~ SIDNEY B, BOWNE & SON , „ ~ , ; 45 Manor Road Smithtown, New York 11787 (516) 724-0611 April 19, 1990 Town of Southold 87405 High Point - Major Subd. East Marion Final Inspection 1000- 31-3-11.25 P.O. #2809 $ 39.6.36 For the period of: 03/13/90 to 04/09/90 IF PLEASE REMIT TO: SIDNEY B. BOWNff 8 SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An Evwl ODpwWniry Empl•yo M/FM .J ~ 4/12/90 C?:'2:17 °AGP 73 ~ S'"':EY ? cC'd\c SCN .LNAG E'~ISCi I4°0~°ATI O'J SY3TSM _ ~ JC3 C?TC_L 3E°0°T FCw Tu. °EFI OC PRCN 13. 1970 TO APR. 9i 1990 J.:'_ _>9L J„c A'!': MIfO 0..'•1T SJy~ JJF CLASS: R _ iE-/'_' TY': Cc ScnYiCF: t ' CIIcKT Hey=: SCC!MOLC ORCJ. "IGR. dROWH _ I LYov __c':i:F_:=TI^•• CAILY !'OIcS WC 4K_C TCTLL MFLY CAic TOTAL $ALA7Y SALA^Y NU". Ed L-iT .='3 cia'T 4+',' (PSGi CT7 TUE Mr"u THU~~I S1T :'704 "OURS CCS7 COST x..~.x Fl'3 itl, {:=EK 2N~SIJ~ AFR. 2i 150: ~..~c: -eY'~C n 4 ?2.54 L C -C n 7. 0.. 1.0- _c-~._ _113.25 SU? TOTAL S 113.25 u..xx pCR Td5 W_°EK ENCING 4°?. . 1'r°^: _ _ 's>,zt:a r,;. C.. _ C.: -C.7 _ 2.0 45.3C SU3 iCTAL S 65.30 TOTAL i 15F.55 'IULTI°L _T F,'. 2.50 SU° 10TALc_C. 305.36 :7TAL a 396.36 v • . . _ - - - _ i~ ~ i PURCHASE ORDER ' No. DP - SOUTHOLD TOWN 28~~ " DEPARTMENT OF PUBLIC WORKS Peconic Lena, Peconic, L. I., N. Y. - 785-3140 734-5211 DATE 19 TO ADDRESS TAX EXEMPT Pieax Enter Our Order For The Following hems Quantity Description Unit Pria Amount Special Instructions: purchax Order Number Must Bill to the Above Address Appear On lnroice, Acknowledge" ment And Packages, ORDERED BY: ; P.ccount Number Invoice Date. , ,April 19 1990. • TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Dr. PAY T0: Payee Identification Payee Name: or Social Security Number: ..Sidney B. Bowne b Son Payee Reference: Address: 45 Manor Rd., Smithtown, N.Y. 11787 Phone No.(....1....................... Vendor Contact Cash Discount .........Days.................................... Item Description of MateriaVService Quantity Unit Amount No. Price 81405 Hiqh Point - a,7or u 1000- 31-3-11.25 P. . 03113!90 to 04!09/90 • Total $396.36 Discount Net $396.36 The undersigned iClalmantl (Acting on behalf of above named cl ma does hereby rY y that the foregoing claim is true and correct and that no part thereof has b aid xcep s n stated, and that the balance therein stated is actually due and owing. Dated April 19....19 90 . ~~anature ` Check # Town of Southold BILL OF Claimed, $ Fund...........:8 Dept/Obj/Sub ~4~Q For Services and Disbursements as Invoice date... ~`f~i".,v.9o Invoice number... r7-.~.a:~...... . Vendor number.... ~.~0.0.7...... . Allowed. $ . _ Audited...~.~/. 19.~~.... Town Clerk ' WNE a SIDNEY B. BOWNE & SON FOUNDER Sitlney B. Gowns, P.E., LS. (1922-1959) PARTNERS Cheater C. Kelaay, P. E., L5. Robert A. Stanton, P.E. Robert W. Brown, L.3. 2abdielA. BWekman, P. E., L.S. April 23, 1990 Frank J. Antetomaso, P.E. ASSOCIATES Mr. Rd Ond ~dCObS g y Csarpe A. Style, P. E. , Supt. of Hi hwa s Jerry D. Almont, P. E. Town of Southold George L. Fagan, Jr., Ph. D., P. E. Pecon7C Lane Frank Capobianeo, C.E. Peconic NY 11958 Paul F. Stevens, P.E. ~ Roper L. Cocchi, P.E. RE: POV807, 2110, High Point, Section 3 East Marion, New York SPECIAL CONSULTANTS SBB 87518 Thpmaa R. Py"ch°n, L.3. SCTM 1000-31-3-11.V5 Prot. H. F. Soehn9en, P.E., L.3. Dear Sir: SENIOR STAFF Francis J. Lynch An inspection of this subdivision was completed on 4-19-90 Philip Schlotxhauar Joseph F. Stepman by this office. William T. Styns Rlehartl B. Websr Raiph Antlerapn, L.3. We find that all work has been completed satisfactorily A. BaHen cage, P. E. and expediously and we recommend acceptance. Fredric C. Grif}itha, Jr., L.S. Antlriani Harris, P.E. Grapy G. Kelsey, P. E. Very truly yours, Dana C. Kenny, P.E. "pwartlw.Mi°er,P.E. SIDNEY B. BOWNE & SON Richard P.Swtnh,P.E. CONSULTING ENGINEERS RTON ASS _ ABC:Is cc: Ray Dean `1..~ p~.r fl I I U~ tnC1Q Y APR 'L 5 !9~ i a r , _ 45 Manor Road Smkhtown, New York 11787. (516) 724 -0811 235 Fast Jericho Turnpike P.O. Box 109. Mineola, New York 11501 (516) 746 -2350 °G-as-9o ~ . SIDNEY B. BOWNE 8~ SON , 45 Manor Road Smithtown, New York 11787 (516) 724-0611 April 19, 1990 Town of Southold 87518 High Pt. at E. Marion III P.O. #2804 Southold Planning For the period of: 03/13/90 to 04/09/90 $679.48 6,1 PLEASE REMIT TO: it SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An EQWI OppoMpnity EmpbyM M/FM ~J 4/12/90 no:•2:2' PpGc a7 S:CCEY :CWA; cCri ua.:::E ~1`KT IN`O F. n'4TI0'J SYSTEF: - JC^. :ET ]:L 3E°C%T FC: Tic ?.:I i." `RCN +ip+. 1?r 1921 TO pF^n. ~r 19r'0 i J:. ~.1` TS1F JG KF F _~t~ III 1~2 -CL=$<_:-R '.Lic`T _ CLiENT Yp•+=: SCCTHCLO %L:YNIkG %R CJ, MGR. KC4N i~'~ '_'°L~Y 9? :=EKi:FTC=TI2K ~=ILY HOIPS MCCK_0 ~ TCTpL , u4lY PpTc TOTpL SpLp4Y S]Lp FY _ .•U ~I_[4 L=iT =IF _.''-T%OT ti~~i _ -(4EGr 0~> TUE 6FC TFU =RI S1T RON "OU4S COST COST 'r^'__ -.F.-~._..__ T;-~ dC. _..~..:-D:C- 0.J.. 0..__._1:. _~~7,79 _ V_J.cL _.=n ~Y`. i. L. R h G.~ ` SUS TCT 4l F 271.79 TCTpL S 271.79 MULTI PII ER 2.50 - SU? - T'JTaL F2. ? E7 .48 T0T.1L FF. 579,48 i _ _ - "II C v v II v I e ''i f )YA • PURCHASE ORDER • No. DP~1;o 2804 SOUTHOLD TOWN NV DEPARTMENT OF PUBLIC WORKS Peconic Lane. Peconlc, L. I., N. Y. - 785-3140 7345211 Q ' DATE 3 ~ ~ a 19 ` O TO ADDRESS TAX EXEMPT Please En[er Our Order For The Following Items Quantity Description Unit Price Amount Special instructions: Purchasc Order Number Must Bill to the Above Address •Sppear on Invoice, Acknowledge ment And Packages. ORDERED BY: ~ April 19 90 -P.ccount Number Invoice Date................19..:........ TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, N.Y., Or. PAY T0: Payee Identification Payee Name: or Social Security Number: Sidney B. Bowne E Son payee Reference: Address: 45 Manor Rd., Smitfitown, N.Y. 11787 Phone No.1....1....................... Vendor Contact Cash Discount .........Days.................................... Item Description of Material/Service Quantity Unit Amount No. Price 87518 High Pt, at E. Marion III tannin 3 90 to 04(09/90 679.48 G Total 679.48 unt Net The undersigned (Claimant) (Acting on behalf of above named c ima~ does hereby ce if hat the foregoing claim is true and correct and that no part thereof has a ad, as ther rated, and that the balance therein stated is actually due and owing. April 19 ~ Dated ...............................19 ~?anature ' Check # ~ Town of 5outho~d BII,G OF Claimed, $ 7.9.'1~~.... . Fund . Dept/Dbj/Sub ....~Qa.94.,.?....... . For Services and Disbursements as Invoice date.... O'~,/~~9U . . Invoice number...7'3`.~~' Vendor number.. al4~I..... Allowed, $ . . Audited.....! ~~~N. ~i, 19 9°. . . Town Clerk Su6F~E r ~ ~ P~ Highway Department Town of Southold Peconic Lane Peconic, N.Y. 11958 RAYMOND L JACOBS Tel. 765-3140 Superintendent 734521 t April 25, 1990 Mr. Bennett Orlowski, Jrs., Chairman Southold Town Planning Board Main Road Southold, New York 11971 Re: Highpoint, Section III East Marion Dear Mr. Orlowski: I concur with inspection report SB8 87518 of April 19, 1990 (copy attached) and recommend release of the bond. Respectfu , Ra mo L. Jacobs ~G~ Y Superintendent of Highways cc: Southold Town Clerk Southold Town Board Mr. Herbert Mandel APR 2 6 4990 NOWN~ SIDNEY B. BOWNE & SON FOUNDER Sidney B. aowne, P.E., L.S. (1822-1959) PARTNERS Cheater C. Kelsey, P.E., L.S. R° bert A. Stanton, P. E. Robert W. Brown, L.S. zabdi•IA. elackman, P.E., L. s. April 23, 1990 Frank J. Antetomaso, P.E. ASSOCIATES Mr. Raymond Jacobs, Supt. of Highways George A. Style, P.E. Jerry D. Alment, P. E. To Wn of Southold George L. Fagan, Jr., Ph. D., P. E. Pet.ontc Lane Frank Capobienco, GE. Pecontc NY 11958 Paul F. Stevens, P.E. s Roper L. Cocchi, P.E. RE: POV807, 2110, High Point, Section 3 East Marion, New York SPECIAL CONSULTANTS SBB 87518 T"auras R. Py^°"°n, L. s. SCTM 1000-31-3-11.V5 Prof. M. F. Soehn9en, P.E., L.S. Dear Sir: SENIOR STAFF Francis J. Lynch An inspection of this subdivision was completed on 4-19-90 Philip Schlotzhauer Joseph F. Ste9man by this office. William T. Styn• Richard a. Weber We find that all work has been com leted sati sf actoril Ralph Anderson, L.S. P Y A. aarten case, P. E. and ex pediously and we recommend acceptance. Fredric C. Griffiths, Jr., LS. Andriani Harris, P.E. GreOp G. Kelsey, P. E. Very truly yours, Dane C. Kenny, P.E. Howard w. Miller, P. E. SIDNEY B. BOWNE & SON Ri°hardP.slpt:ah,P.E. CONSULTING ENGINEERS (.l, 1l~ < ~fIA A. BARYON ASS ABC:Is cc: Ray Dean ~ AI'Kl~ 2 5 X990 ~l;i .f'1_ 45 Manor Road Smithtown, New York 11787 (518) 724 -0611 • 235 East Jericho Turnpike P.O. Box 109 Mineola, New York 11507 (516) 746 - 2350 r ~ • ~~y~rr~l~r~~<, ~ . o' S. rn PLANNING BOARD MEMBERS tf'~ SCOTT L. HARRIS Bennet[ Orlowski, Jr., Chairman , ~ ~ ~ Supervisor George Ritchie Latham, Jr. ~Q~ j1~ Richard G. Ward Town Hall, 53095 Main Roar Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards pLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 1, 1990 Herbert R. Mandel 443 Main Street Greenport, NY 11944 RE: Highpoint @ East Marion Section III SCTM# 1000-31-3-11.25 Dear Mr. Mandel: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 30, 1990. RESOLVED that the Southold Town Planning Board recommend to the Town Board that they release the Letter of Credit for the amount of $44,350.00, for the major subdivision of Highpoint @ East Marion Section III. The Planning Board is in receipt of reports from both the office of Sidney B. Bowne & Son and Raymond Jacobs stating that all work has been completed satisfactorily and recommending release of the bond. Please note that the fire well has not been installed and the Planning Board is not recommending that the $10,000 Letter of Credit be released at this time. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. Chairman A ' ° ~ ~ ' SCOTT L. HARRIS PLANNING BOARD MEMBERS rr Bennett Orlowski, Jc, Chairman , ''Y~ ~ ~ s' - ~ Supervisor George Ritchie Latham, Jr. ay~~ .'fit Richard G. Ward Town Hall, 53095 Main Roar Mark S. McDonald P.O. Box 1179 Kenneth L. Edwards PLANNING BOARD OFFICE Southold, New York 11971 Telephone (516) 765-1938 TOWN OF SOUTHOLD Fax (516) 765-1823 May 1, 1990 Judith Terry Southold Town Clerk Southold, NY 11971 RE: Highpoint @ East Marion Section III SCTM# 1000-31-3-11.25 Dear Mrs. Terry: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, April 30, 1990. RESOLVED that the Southold Planning Board recommend to the Town Board that they release the Letter of Credit for the amount of $44,350.00, for the major subdivision of Highpoint @ East Marion Section III. The Planning Board is in receipt of reports from both the office of Sidney B. Bowne & Son and Raymond Jacobs stating that all work has been completed satisfactorily and recommending release of the bond. Please note that the fire well has not been installed and the Planning Board is not recommending that the $10,000 Letter of Credit be released at this time. Please contact this office if you have any questions regarding the above. Very truly yours, ~L~ (i'?/Li(/ ~mS Bennett Orlowski, Jr. Chairman ~t~c ~c r~15 HERB~RT R. D~AND~ 443 Main Street • Greenport. New York 11944 Telephone: (51 B] 477-2223 Apn.%2 1&, 1990 Bennett UnPow6h,% Soufiha.Cd P4nw~u.ng Baand Soufil~okd Town 1iat:2 Ma.i.n Raad SouthaQd, N. y. 11971 Re: Letters ab Cned,%t #00290 PenSonmance Bond $44,350.00 1{ighpa:i.vvt at Eae~ Mani,an, Sec;/;i.on III, Inc. Decvc Mn. Un2awah,%; The -i.mpnavemewta ~a .the bub1ec~ pnem~.ae~s hav~.ng been campQeted .th,i.a date, I wou.2d appnecinte yawn ne2eaa.ixig .the neSe~cenced Qetten a~ enedit ass eame .i.a na 2ongen app2i.cab2e. I am xahi.vtg .the .P.i.behty og bawtanding a capy as ~h,is kettelc .ta The Depan~xnewt ob H.Lghutay, attn.: Mn. Ray Jacaba and .ta zhe Town Boand, attn.: Supehv.i~,on Scan 11QhJL<.b ~.n anden ~o expedite any .Lntv~cdepantmev~ta.C cammun%cafii,an w~,th negand ~a t~ mazten and woukd appneeiate yaun pnampt cana.ideaatian and nepky. r Vent' ,t1ua2u youn.4~ i N ~ K" " ~Rd HRM/:sp CC: Southold Tawn Boand, afi~n.: Supe~cv.i,aan Hannis Sautho.ed Town 1i.Lghuzty Depan~ine.v~t, attn.: Mrs. Jacobb 1., ~~S~FFO~K~~G~ Town Hall, 53095 Main Road ~ T SCOTT L. HARRIS P.O. Box 1179 W~ ~ ~ Supervisor Southold, New York Fax (516) 765-1823 11971 l~t ~ Telephone (516) 765-1800 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM: TO: Ray Jacobs, Highway Superintendent FROM: Valerie Scopaz, Town Planner RE: Construction Checklist - Highpoint Section 3 East Marion SCTM# 1000-31-3-11.25 Date: March 26,-1990 Enclosed please find a checklist from the Town Engineer for your records. Encl. - ~IC,~ic,~-. - ~°s TOWN Of SOUTHOLD CONSTRUCTION PROJECTS INSPECTION CHECKLIST PRO IECT NAME: %~%~~'i~:' 5' LOCATIOiJ: EAs ~ ' DA TL: ;t°,~ ~WIH~,Plaav SBB NO.: j~~ z,~; c q SECTION BLOCK LOT N0. Descri tion Materials Workmanship ~ Cam lete Remarks 1. Clearing < i , 2. Erosion Control & Stabilization - - 3. Maintenance of Traffic 4. Earthwork and Grading Retaining 4lal s 6. Sub-base pavement - 7. Dense Graded Aggregate Base 8. Kecharge Basin - 9. Fence - Sump h~ 10. Fence - Other ~ II. He adwalis 12. Pipe - c J;~'~ % r 13. Catch Basin - ~ 'i_------- - Leaching Basin , _ j 15. Manhole ~ ~ - - - ~ ~ _ _ _ 16. Castings - - , 17. Curb - TOt1N Of SOl1THOLD , COIJSTRUCTION PROJECTS INSPECTION CHECKLIST PROJECT: LOCATIOfI: DAIL: SECTIuN ~LOCY. LOT .;0. 588.N0.: Descri tion Materials Workmanshi complete Remarks 8. Utilities 19. Fire Wells -Hydrants 20. iUnderground Cable -lights 21. Sidewalk - t? 22. Aprons 23. Handicap Ramps 24. :Pavement 25. Guide Rail 26. Trees 27. Shrubs <r 28. Topsoil ~ 29.E .`Seed or Sod 30. Street Signs f` 3I. ?Traffic Signs - - ~ 4 32 w ement Markings ~°b„e 33 ;anuments - 34. Guarantee ~(lther Sheet 2 of 2 N6~~ gUBMISSZON WITHOUT COVER LETTER y~ ~ 4~ti~y,~ SENDER: 1~~E" ~dv SUBJECT: ~ + scTrt~ : ~ - ~ - 1 I 2 S ~,~Q COMMEKTS: ~ ~ - `'7 ~ . t ~ m.,, k,~~~~ VL ~ ~ TO: File FROM: Melissa Spiro, Planning Staff DATE: March 21, 1990 RE: Highpoint Section III The above mentioned subdivision was discussed by the Planning Board at their March 14th work session. Until the Article 78 pertaining to the necessity of the firewell for the above mentioned subdivision is settled, the Planning Board will not endorse the maps which received conditional final approval on December 18, 1990. In addition, the curb cut permit must be submitted before endorsement. Both Bill Moore, attorney for the applicant, and Richard Israel, applicant, were told the above on March 15th. JUDITH T. TERRY TOWN CLERK REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD Town Hall, 53395 Main Road P.O. Box 11 "/9 Southold, New York 11971 FAX (516) ;65-1823 TELEPHONE ~5 t6) 765-1801 THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON MARCH 13, 1990: RESOLVED that the Town Board of the Town of Southold hereby accepts the Irrevocable Letters of Credit in the amount of $10,000.00 for a Firewell, and $44,350.00, submitted as a bond for roads and improvements in the major subdivision of Highpoint at East Marion, Section III, all in accordance with the Town Board resolution of December 27, 1989 approving the amount, as recommended by the Southold Town Planning Board and Sidney B. Bowne & Son, Consulting Engineers. Southold Town March 15. 1990 r MOORE & MOORE Attorneys at Iaw Clause Commons Suite 3 Main Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 29&5674 Fax: (516) 298-5664 William D. Moore Mazgazet Rutkowski Patricia C. Moore Secretary March 9, 1990 Southold Town Planning Board Town Hall Main Road Southold, NY 11971 Attention: Melissa Re: Highpoint Section III Dear Melissa: Enclosed please find a conformed copy of the Covenants and Restrictions which were filed with the Suffolk County Clerk on March 7. If you have any questions, please do not hesitate to contact me. Very truly yours, ` William D. Moore WDM/mr Enc. cc: Herbert R. Mandel F V~ d~ . M~~ \ 2 1102bPC0~,~6 ~ DECLARATIONS OF COVENANT5 AND RESTRICTIONS FOR HERBERT R MANDEL This Declaration, made the ~ ST day of ~~G~ 1990, by HERBERT R. MANDEL, residing at Inlet Lane, Greenport, NY 11944. WITNESSETH WHEREAS, HERBERT R. MANDEL, is the owner in fee simple of certain premises situate at East Marion, Town of Southold, Suffolk County, New York, described on the Suffolk County Tax Map as District 1000, Section 031.00, Block 03.00, Lot 011.25 and as more Eully described in the attached "Schedule A" and WHEREAS, the Southold Town Planning Board, by Redolution made on December ISi 18, 1989, approved the subdivision of the property described in Schedule A into three lots as shown on subdivision map prepared by Young & Young N.Y.S.L.S. dated November 13, ~31,t'~ 1986 as last revised May 3], 1989 and WHEREAS, the Southold Town Planning Board approved said subdivision subject ~3~~ to certain covenants and tstrictions to be filed in the Office of the Clerk of Suffolk County, oC i NOW, THEREFORE, in compliance with the resolution of said Southold Town )I~.ZS Planning Board, Declarant herein declares that the land described in Schedule A is held and shall be conveyed subject to the following covenants and restrictions which shall run -~1 with the land: 1. Access to Lot number 50 shall be from the proposed road; there shall be no access to this lot from Main Road. :AR 7 1990 IN WITNESS WHEREOF, the foregoing Declaration has been executed by HERBERT R. MANDEL, on the day and year first above w 'tten. bert a MAR ~ 21990 SCHEDULE 71 11028P~03'7 Deraription of parcel of land being developed ss a realty rubdivirion end ar shown on a map entitled, "Subdivision Map Highpoint et hart Marion, Section Three, Ino." at Eest Marion, ' Town of Southold, Suffolk County, New York. BEGIWNINfi st a point lorfed by the interrection of the werterly line of the lend now or tonerly of eteven and Deapina Noraitlr with the northwerterly line of Nafn Road (N.Y.B. Rte. 25), which point !e 26~.~2 feet routhwasterly a¦ mearured slonq the northwesterly line of Mein Roed (N.Y.B. Rte. 2S) [roe the werterly line of eterr Rosdt end running thence trove rsid point of baginnlnq South 19 deg. o] min. 00 rea. Wart along the northwesterly line of-Mein Aoad (N.Y.B. Rte. 25), 216.l~ feet to the land now or formerly of Eart Marion Fire Dirtrictt thence northerly, westerly, again northerly and again warterly along the lend now or formerly of Esrt Marion Fire Distriot the following courrer end distsnaert (1) North 12 deg. 07 min. 10 rec. Nast ]20.67 fast, South 79 deg. 50 ¦in. 10 sec. Wart 20.50 feet, Bauth 65 daq. 40 min. 00 sec. West 62.55 foot, North 2I daq. 11 min. 50 sac. West 80.00 feet, (5) South 65 dag..~0 sin. 00 eeo. Nest 126.67 feat to the lend now or [ormerly of George and Gastrakir Rortsolakist thence North 2~ daq. 11 min. 50 sea. Nast along the land now or formerly of Oeorge end Gastraklr Rorteolsklr 161.7 feet to the rortherly line of s certain realty subdivirion rhown on s map entitled "Nighpoint at East Marion, section Two, Inc." filed in the ot!!ce of the Clrrk of Butfolk County ;under File No. 77551 , thenoe esrterly along the routhrrly line o[ ssid subdivirion, "Highpoint at Eeet Marion, Section Two, Ina." the following courrer and dirtsncert (1) North 65 deg. t6 min. 1o seo. Ssst 175.01 tact, (2) North 71 daq. 21 min. 11 rea. East 219.71 teat to the land of now or formerly of eleven end Despina Morsitirt thanes South 25 deg. 59 ¦in. 17 rea. Esrt rlonq the land now or formerly of 8twen and Despins Morsitir ]2.67 feet to the point or place of BEGINNING. s 2 r~o 11028P~038 STATE OF NEW YORK: COUNTY OF SUFFOLK: ss.: On this t ST day of ~~~lk , 1990, before me personally came HERBERT R. MANDEL, to me known acid known to me to be the person described in and who executed the foregoing Declaration of Covenants and Restrictions, and he duly acknowledged to me that he executed the same. l C Notary Public ~~~~r ~k~nna v~o,~~ns ~ 4 2 1990 UU~ ~b Sh Z Ytl~ Z~. ~~v ~+9sL StA l3Fi U: FPS HERBERT R. ~2ANDEL 443 Mein Street • Greenport, New York 11944 Telephone: (51 B] 477-2223 Match 9, 1990 Souxh.oCd P.eann,%ng Boated Tawn Ha.Ze Ma~,n Road Saufilio2d, N. Y. 11471 Genteemen; The fo.2eowCng .%a fihe no~ati:an ~a be p.P.aeed an the ~~.na.2 map os H.ighpo.%nt at Eab.t Manion, 4ecLion TI1: 1=.uce we22 -ind%eated heh.ean .is undeh pnoteb.t. I~ i.~' .;he .iv~ten~c;an o~ .the deveQapen, having b.i.2ed a aepanate band fihe~ceon, ~a have a cawrt o~ eampe~ewt Jwu,ddiat%on de~te~vnine the neee~se.ity o~ ea.id weP.t?. Ib you have any eammen~ pCecwe ba~uvwcd them .Cmmediate2y. Ve~c .t~cu.ey yo ( ~ r" ~ f( , Heh. eht ` f1RM/ap ' ~ 2~ _ j ( SU P~F~ ' ~ y`~5 UNG ~ YOUNG 40o OSTRANDER AVENUE RIVERHEAD, NEW YORK :lyol 618-727-2303 ALDEN W. YOUNG FnY 618-727-019a HOWARD W. YOUNG PooFwionaL Enginwv 9F I~.ld Swveyx La+~d ~ March 9, 1990 Mr. Richard Israel 443 Main Street Greenport, New York 11944 RE: HIGHPOINT AT EAST MARION, SECTION THREE at East Marion, T/O Southold, N.Y. (89-0171) Dear Mr. Israel: Enclosed herewith please find •G~.~T:) prints of the above captioned Final Road and Drainage Plan, as per your request. ~e~P2 ft' ~r :+t5 Very truly yours, W. Howard W. Young HWYJ sa Encl. 12 i`39C 4 ~ YOUNG tt YOUNG ?00 OSTRflNDER #VENUC RIVERHEAD, NBW YORK rigor 610-727-2:H).7 r #I.DON W. YOUNG FIX 6111-727-0lAd HOW#RD W. YOUNG Peofiulowel P,ylnw. N [and Suevgee [a„d January 10, 1990 Mr. Herbert Mandel P.O. Box 130 443 Main Street Greenport, New York, 11944 REL HI(3HPOINT A'1' EAST MARION, RECT. THREE (89-0673) at East Marion, T/O Southold, N.Y. Dear Mr. Mandel: Enclosed herewith find copy of letter from New York State Department of Transportation dated December 12, 1989. After speaking with Mr. Jim Lentini of the New York State Deparr.rlent of Transportation, they have agreed to accept the plans as drawn, and last dated July 5, 1989. The only matter that would need to be addressed by letter is Item No. 3. Mr. Lentini asked that you state in yyour cover letter, along wit-h the Permit Fee and Bond; that you agree to relocate any r'no standiny'° signs along the site frontage. This appears to be a small item and I verbally agreed to this on the phone. When mailing in your Permit Fee, please remember to reference the letter by Case No. 89-459 and to refer to my phone conversation. If we can be of any further assistance, please do not hesitate to contact us. Very truly 'yours, ~eth F". Abruzzo xFA/jet 1 2 199 Enc. ; r _~.i STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788 JAMES A. KUZLOSKI FRANKLIN E. WHITE REGIONAL DIRECTOR COMMI3310NER December 12, 1989 Young 6 Young 400 Ostrander Avenue Riverhead. NY 11901 Attention Mr. Thomas C. Wolpert Dear Mc. Wolpert: Our Case No. 89-459 Highpoint @ East Marion Route 25, East Marion Your November 8, 1989 Submission This is in reference to the site plane for the above noted project w6t~_h were submitted to this office for review. Prior to the issuance of a New York State Highway Work Permit, r4~~ following items moat be addressed: 1. Resubmission of plane needed. If access to section three of this subdivision is to be a dedicated road then it moat be developed to highway law requirements, i.e. a three rod wide roadway. 2. For all other proposals a minimum ?.5 foot wide roadway, with appropriate increases in curb radius is required. 3. Locate and replace "No Standing" signs along the site frontage. Resubmission of revised plans must be identified as revisions and must cefer to our case number. Failure to provide this information will deJ.ey the processing of your permit. Permit Fee (Payable to "State of New York"): $ 152.50 Bond Amount: $ 10,000. AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER I'1S l~1VERHEAD SAVINGS BI~^~LL \1\FSB RrvsRrieAD (Main Office) 7 West Main Street~Riverhead, New York 11901-9988369.8500 March 5, 1990 Southold Town Board Southold, New York Re: Letter of Credit #00390 Performance Bond $44,350.00 Highpoint at East Marion, Section III Gentlemen: We hereby establish our Irrevocable Letter of Credit #00390 in your favor and authorize you to draw upon this Bank up to an aggregate amount of Forty Four Thousand Three Hundred Fifty and 00/100 ($44,350.00) Dollars. Said monies to the extent necessary to complete the improvements hereinafter set forth and referred to herein-shall be paid upon demand by the Town Board to complete road improvements to the subdivision known as Highpoint at East Marion, Town of Southold, New York. Funds under this Letter of Credit are available against the Town's draft on us presented at our office no later than March 5, 1991. All drafts drawn hereunder must also be accompanied by the Town's signed statement certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III. This Letter of Credit is not transferable. This credit is subject to Uniform Customs and Practices for Documentary Credits (1983 Revision) International Chamber of Commerce Publication #400 except as expressly provided herein. Very truly yours, S RIVERHEAD SA ~NGS B , B ~ ~•I I By ~ ~'L ~.±i ~ MAR - S 1990 aul M. lark, Vice President ~ ~ w._ Q • EAST NORTHPORT 580 Larkfield Rd. 368-5900 ~ LAKE GROVE 2835 Middle Country Rd. 585-1100 l°'F4.oe. • BAY SHORE 380 E. Main St. I68-8600 • MEMBER FDIC ti~ f mss. ~ZIVERHEAD SAVINGS B~~1K~B RrveRrleno (Main Office) 7 West Main Streer~Riverhead, New York 11901-9988369.8500 March 5, 1990 Southold Town Board Southold, New York Re: Letter of Credit #00290 Performance Bond $10,000.00 Highpoint at East Marion, Section III Gentlemen: We hereby establish our Irrevocable Letter of Credit #00290 in your favor and authorize you to draw upon this Bank up to an aggregate amount of Ten Thousand and 00/100 ($10,000.00) Dollars. Said monies to the extent necessary to complete the improvements hereinafter set forth and referred to herein shall be paid upon demand by the Town Board to complete road improvements to the subdivision known as Highpoint at East Marion Section III, Town of Southold, New York. Funds under this Letter of Credit are available against the Town's draft on us presented at our office no later than March 5, 1991. All drafts drawn hereunder must also be accompanied by the Town's signed statement certifying that the amount drawn represents sums due under or in connection with the Performance Bond of Highpoint at East Marion, Section III, Inc. This Letter of Credit is not transferable. This credit is subject to Uniform Customs and Practices for Documentary Credits (1983 Revision) International Chamber of Commerce Publication #400 except as expressly provided herein. Very truly yours, RIVE AD SAVINGS BANK, FSB ,f By~Rob rt Anra,g, President ' MAR - S 199 ~t~,., ~.w-- 1 , Q • EAST NORTHPORT 580 Larkfield Rd. 368-5900 ~ LAKE GROVE 2835 Middle Country Rd. 585-1100 1~•'0 + • BAY SHORE 380 E. Main St. 968-8600 • MEMBER FDIC SUBMISSI..ON WITHIOUT COVER LETTER SENDER: ' -y- ~y- SUBJECT: ~d-C 4,G'~jl~-~n-f /~d2 / coMMENTS : ~ /~ti~ n ~ ~zh6l. /moo, e~~r~ ~1 MAR " T 19A0 SCUTHt)LD ?D4'!iV PLANNtWG RQj~„p2D, . /a~ .~c(~J/^i L~~ /1'~ ~ N~5 MOORE & MOORE Attorneys at Iaw Clause Commons Suite 3 Maiu Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298-5674 Fax: (516) 298-5664 William D. Moore Margazet Rutkowski Patricia C. Moore Secretary January 17, 1990 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Re: Highpoint Section III SCTM # 1000-31-3-11.25 Members of the Board: Enclosed please find a proposed set of Covenants and Restrictions for recording with the Suffolk County Clerk pursuant to your approval of the above referenced subdivision on December 18, 1989. Please advise if the Covenants as proposed are satisfactory to you. If they are, we will have them recorded with the County Clerk and include the necessary recording information on the map. Thank you for your cooperation. Very~t urs, ~ ~ Wi 11 i am .`Moore WDM/mr Enc. cc: Herbert R. Mandel r~ . loll d;ll ~oo~e -~4.q-~ ~ I~~~ ~.1;~, eoJe~an'f5 r '~r54rtc~io,JS OL- 'ho ~~'Fi~ P3 ~ HL~'2.F3~:R,T R. ~ICANLI ~ 443 Mein f3treet • Greenport, New York 11944 Telephone: (51B~ d77-229'3 r, , ~ ~ ,A-,- _ TELECDPY LEAD SHEET DATEr ~ - / U ~G nn PAX Nd.: `7(~$~` /~L~ 1UTAL N0. L*F F'AG'E3 INCLItDIN~i THIS lEAD SNEET Z- Sf ECIAL 7NSTRlICTIDNS: `7'~k r.:-K.~+~~.ry-~11 ~a~ ~3 , a- r~. .,W~ f 1 lggp scurr~n,° _ _ PLAN^~: 'tOUNG ~ yoUNc j ,oo osrRttmeR a~vexuE ~ ~ C_RavrleHel~n, xeW YoRx nyo~ aiB.TGT•iWll:i nL.DCN W. Y4UNC i~~nx me-Tao-0~aa HdW#RD W, YOUNG Rdr..tw.ol B++aYr~ 1F Lswat bw+goe IYd BuN.~ January 10, 1940 Mr. Horbezt Mandel P.O. Hox 130 aa3 Main 8treat Greenport, Naw York, 119aa 3 tL~:s REt HIGHPOZI~Y'1' AT 8118T MARIODt~ RECT. 1'$REE (a9-OS73j at East Marion, T/0 Southold, N.Y. Dear Mr. Mandel: Encloeod herewith find copy of letter Prom Naw York State Department of Traneportatien dated December 12, 1989. After agaaking with Mr. Jim Lentini of the New York Btate Department of transportation, they have agreed to accept the plane as drawn and last dated July 5, 1989. The only matter that would need to be addrae~sad by letter is Item No. 3. Mr. Lentini asked that you state in your cover letter, along with the Farmit Fee and 9ond, that you agree to relocate any "no standing" signs slang the alts frontage. This appears to be a small item and 1 v:rbally agreed to this on the phcnA. when mailing in your Permit Fee, please remember to reference the letter by case No. 39-459 and to refer to my phone conversation. If we oan be of any Purther assistanaa, please do not hesitate to contaot us. Very truly yours, ~eth F'. Abru2ao KFA/]et D L5 ~ L5 0 V L5 ,I~';1 Enc. ~ ~ ~ ~ F~t. . r~5 MOORE & MOORE Attorneys at law Clause Commons Suite 3 Maio Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298-5674 Fax: (516) 298.5664 William D. Moore Mazgazet Rutkowski Patricia C. Moore Secretary January 17, 1990 Southold Town Planning Board Southold Town Hall Main Road Southold, NY 11971 Re: Highpoint Section III SCTM # 1000-31-3-11.25 Members of the Board: Enclosed please find a proposed set of Covenants and Restrictions for recording with the Suffolk County Clerk pursuant to your approval of the above referenced subdivision on December 18, 1989. Please advise if the Covenants as proposed are satisfactory to you. If they are, we will have them recorded with the County Clerk and include the necessary recording information on the map. Thank you for your cooperation. Very t urs, William ore WDM/mr Enc. cc: Herbert R. Mandel ~ c~ ~ E JAN 1 9 ~~0 DECLARATIONS OF COVENANTS AND RESTRICTIONS FQR HERBERT R. MANDEL This Declaration, made the day of 1990, by HERBERT R. MANDEL, residing at Inlet Lane, Greenport, NY 11944. WITNESSETH WHEREAS, HERBERT R. MANDEL, is the owner in fee simple of certain premises situate at East Mazion, Town of Southold, Suffolk County, New York, described on the Suffolk County Tax Map as District 1000, Section 03LOQ Block 03.00, Lot 011.25 and as more fully described in the attached "Schedule A" and WHEREAS, the Southold Town Planning Board, by Redolution made on December 18, 1989, approved the subdivision of the property described in Schedule A into three lots as shown on subdivision map prepazed by Young & Young N.Y.S.L.S. dated November 13, 1986 as last revised May 31, 1989 and WHEREAS, the Southold Town Planning Boazd approved said subdivision subject to certain covenants and rstrictions to be filed in the Office of the Clerk of Suffolk County, NOW, THEREFORE, in compliance with the resolution of said Southold Town Planning Board, Declarant herein declazes that the land described in Schedule A is held and shall be conveyed subject to the following covenants and restrictions which shall run with the land: 1. Access to Lot number 50 shall be from the proposed road; there shall be no access to this lot from Main Road. IN WITNESS WHEREOF, the foregoing Declaration has been executed by HERBERT R. MANDEL, on the day and year first above written. Herbert R. Man JAN 19 1990 ~!t t_.~- r SCHEDULE A Description of parcel of land being developed as a realty subdivision and as shown on a map entitled, "Subdivision Map Highpoint at East Marion, Section Three, Inc." at East Marion, Town of Southold, Suffolk County, New York. BEGINNING at a point formed by the intersection of the westerly line of the land now or formerly of Steven and Despina Moraitis with the northwesterly line of Main Road (N.Y.S. Rte. 25), which point is 364.42 feet southwesterly as measured along the northwesterly line of Main Road (N.Y.S. Rte. 25) from the westerly line of Starr Road; and running thence from said point of beginning South 39 deg. 02 min. 00 sec. West along the northwesterly line of Main Road (N.Y.S. Rte. 25), 218.44 feet to the land now or formerly of East Marion Fire District; thence northerly, westerly, again northerly and again[we'''st~~~~erly along the land now or formerly of East Marion Fire Dis ~~cr F.A~-..' following courses and distances: '1"; 9I~ ~ ~ to (1) North 32 deg. 02 min. 30 sec. West 220.8 f et.,,, (2) South 79 deg. 50 min. 10 sec. West 20.5 feet`-~. (3) South 65 deg. 40 min. 00 sec. West 62.5 £~e$~---'`- (4) North 24 deg. 11 min. 50 sec. West 80.00 feet, (5) South 65 deg. 40 min. 00 sec. West 126.67 feet to the land now or formerly of George and Geatrakis Kortsolakis; thence North 24 deg. 11 min. 50 sec. West along the land now or formerly of George and Geatrakis Kortsolakis 161.74 feet to the southerly line of a certain realty subdivision shown on a map entitled "Highpoint at East Marion, Section Two, Inc." filed in the office of the Clerk of Suffolk County under File No. 7755; thence easterly along the southerly line of said subdivision, "Highpoint at East Marion, Section Two, Inc." the following courses and distances: (1) North 65 deg. 48 min. 10 sec. East 175.01 feet, (2) North 71 deg. 21 min. 31 sec. East 249.73 feet to the land of now or formerly of Steven and Despina Moraitis; thence South 25 deg. 59 min. 17 sec. East along the land now or formerly of Steven and Despina Moraitis 342.67 feet to the point or place of BEGINNING. • STATE OF NEW YORK: COUNTY OF SUFFOLK: ss.: On this day of , 1990, before me personally came HERBERT R. MANDEL, to me known and known to me to be the person described in and who executed the foregoing Declaration of Covenants and Restrictions, and he duly acknowledged to me that he executed the same. Notary Public t"""1 1 p~_~~id i + r ` 1 J.~. ~~n ~ ATTORNEY AT LAW 828 FRONT STREET, P.O. BOX E GItEENPORT, N.Y. 11944 Pxoxe (6I6) 4771916 December 28, 1989 William D. Moore, Esq. MOORS & MOORS PO Box 23 Mattituck, Pdew Yoric 11952 Re: Fire Well - Highpoint Section III Dear Mr. Moore: Please be advised that I am the attorney for the Board of Fire Commissioners of the East Marion Fire District. On this date I was requested to respond to yours of November 3, 1989. It is my understanding that pursuant to Southold Town Code Section 100-254 (f) (2), the Planning Board requested from my client a determination as to whether a fire well is needed and, if so, its location. It is my further understanding that the determination was made and presented to the Planning Board. If the Planning Board requires further information, they can request it. It is the Planning Board's duty, not the duty of my client, to determine whether and where a fire well will be installed in a subdivision. Please do not construe this letter as an adversarial stance on the part of my client. It is their desire and policy to provide what they believe to be proper recommendations considering the safety of future residents in all subdivisions. If the information that you have requested is requested by the Planning Board, my client will respond. Very trul yours, W' liam H. Price, Jr. WHP/lmt cc: Board of Fire Commissioners 0 M R ? Southold Town Planning Board ' V L5 0' SOUTHGLG ~0'r~'i'd ~~'A PLANNING 80x.49 _~-°-gin . ~ z°_ , J/ ~ , i-~(X ^r~T~N-j ~P~~.Ic7 y~ J-L~-- 3~ -Il_25 ~~~I~~ ~~~2 ~ v~n~~~l=s ~'o Vim. ~sr~re ~ -~o 4~c s~a~~~ name. ;M.s . Su 137 ze'T-~ FrL~ MS ~5~Ff0U(CO z ~ Town Hall, 53095 Main Road ~0~01 ~ Southold, New York 11971 JUDITH T. TERRY Enx (516) 765-1823 TOWN CLERK TELEPHONE (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD /0 D ! ~ 3 ~ - 3 - ~ ~ J THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON DECEMBER 27, 1989: RESOLVEp that the Town Board of the Town of Southold hereby approves the reduced bond estimate for Highpoint, Section III subdivision from $55,350.00 to $54,350.00, which original estimate was approved by the Town Board on November 28, 1989; said reduction all in accordance with the recommendation of the Southold Town Planning Board and Sidney B. Bowne E Son, Consulting Engineers. L4 OEC 2 9 1989 soulHOio ioti:~ri PLANNItrG BGARi) ~dith T. Terry Southold Town Clerk December 28, 1989 ~ ~ ,i ' Town Hall. 53095 Main Road P.O. Box 1179 ','n, Southold. New York 1 1971 ~ ~ ,r cs~-~- TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 26, 1989 Judith Terry Town Clerk Southold, NY 11971 " RE: Highpoint at East Marion SCTM #1000-31-3-11.25 Dear Mrs. Terry: The following action was taken by the Southold Town Planning Board on Monday, December 18, 1989. RESOLVED that the Southold Town Planning Board reduce the previously adopted bond estimate by $1,000.00, for a total of $54,350.00, and recommend to the Town Board that they adopt same. A bond estimate for $55,350.00 was previously adopted by the Town Board on November 28, 1989. The bond estimate is now being amended to delete the street light, thus the 1,000 dollar reduction in the bond estimate. If you have any questions, please do not hesitate to contact this office. ii%, Very truly, yours i' " ~ -~~1"y~/ ~ f' i~ fcr..~.-tip Bennett Orlowski,. Jr. Chairman enc. ~r_ ~ r SIDNEY B. BOWNE & SON October 12, 1989 BOND ESTIMATE FOR HIGH POINT AT EAST MARION (SECT. 3) LOCATED AT EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK UNIT ITEt4 DESCRIPTION QUANTITY PRICE AMOU 1. Unclassified Excavation 450 c.y. 6.00 $ 2,700 2. Fine Grading 1,100 s.y. 1.50 1,650 3. Saw Cut 70 l.f. 3.00 210 4. Concrete Pavement Removal 20 s.y. 5.00 100 5. furnish and Lay 18" CMP 30 l.f. 30.00 900 6. Furnish and Install • ~ Catch Basins 2 ea. 2,000.00 4,000 7. Furnish and Install Leaching Basins - 10' O.D. 30 v.f. 300.00 9,000- B. Concrete Curb 65 l.f. 10.00 650. 9. Concrete Sidewalk 180 s.f. 3.50 630. 10. Dense Graded Aggregate Base Course 110 c.y. 30.00 3,300. 11. Bituminous Pavement Binder Course - 2-1 /2" Thick 130 Tons 60.00 7,800. 12. Bituminous Pavement Wearing Course - 1-112" Thick 75 Tons 60.00 4,500. 13. Topsoil & Seeding 450 s.y. 5.00 2,250. 14. Direct Burial Cable 160 l.f. 2.00 320. 15. Electric Cable in Conduit 20 l.f. ,_,10.00 200. 16. Street Traes 20 ea. 200.00 4,000. 17 Concrete Monuments 8 ea. 80.00 640. 18. Maintenance & Protection Of Traffic Job L.S. 1,500. 19. Firewell 1 ea. 10,000. 10,000. sub-total = 5 4350. 5o.lnspection fee = 3,.261_. ti~cL~s•~ ~~~I~~'n~l Toatal 57,611• Re~~sed ~z1~~B5 " 556 N0. 87518 V.M. D/127 « Town Hall. 53095 Main Road ~ ' Y P.O. Box 1179 ~ 4 ~ Southold. New York 1 1971 ~ 3 TELEPHONE (516) 7651938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 22, 1989 Herbert Mandel 443 Main Street Greenport, NY 11944 " RE: Highpoint at East Marion Section III SCTM #1000-31-3-11.25 Dear Mr. Mandel: The following actions were taken by the Southold Town Planning Board on Monday, December 18, 1989. WHEREAS, Herbert Mandel is the owner of the property known as Highpoint at East Marion, Section III located on Route 25 at East Marion; and WHEREAS, a formal application for the approval of this subdivision was submitted September 8, 1989; and WHEREAS, the Southold Town Planniny Board pursuant to the State Environmental Quality Review Act, (Article 8), Part 617 Title 6NYCRR declared itself Lead Agency and issued a Negative Declaration on October 16, 1989; and WHEREAS, a final public hearing was held on said subdivision application at the Town Hall, Southold, N.Y. on November 20, 1989 at 7:55 p.m.; and WHEREAS, all the requirements of the Subdivision Regulations of the Town of Southold have been met; and be it therefore, RESOLVED that the Southold Town Planning Board grant conditional approval, and authorize the Chairman to endorse the final surveys subject to fulfillment of the following conditions. All conditions must be met within six (6) months of the date of this resolution. 1. Submission of a Draft Declaration of Covenants and Restrictions stating that: Access to Lot Number 50 shall be from the proposed road, there shall be no access to this lot from Main Road. The draft Declaration of Covenants and Restrictions will be reviewed by the Planning Board and the Town Attorney. Satisfactory Covenants and Restrictions must be filed with the office of the County Clerk prior to endorsement of the subdivision by the Chairman. 2. Revised Road and Drainage plans as per the October 12, 1989 Engineer's report. This report requests that the plan be revised to show the required pavement section for the proposed road. 3. Submission of final maps (5 paper prints and 2 mylars). All maps must contain: A. The Health Department's stamp of approval. B. The location of the firewell. C. The street name. D. A note that there is to be no access on Main Road for Lot Number 50. E. A note stating that Covenants and Restrictions have been filed, and the Liber and Page number. 4. Receipt of a Letter of Credit or its equivalent in the amount of $55,350.00, and adoption of same by the Town Board. 5. Receipt of the inspection fee in the amount of $3,321.00. 6. Fulfillment of all requirement contained in the Department of Transportation's December 18, 1989 correspondence. The above mentioned resolution was amended, after discussion with the applicant, to take out the street light from the bond estimate. It was RESOLVED that the Southold Town Planning Board reduce the bond estimate by $1,000.00, for a total of $54,350.00, and recommend to the Town Board that they adopt same. The Planning Board amended #4 and #5 of the prior resolution to read $54,350.00 and $3,261.00, respectively. If you have any questions, please do not hesitate to contact this office. l ra ? Very tr-u•ly yours, ~"~C~ittett Orl6wski,Jr. ,J~ Chairman . t. f > lleceuher 12, 1959 L7 ~ ~ a ry~ _ ~C I8~ ~~r';J ~~ti~! ~NNINIp TpWN Young S Young ~BOABp 400 Ostrander Avenue t{iverhead, [JY 11901 Attention Mr. Thomas C. Wolpert Dear i9 r. V7olpert: Our Case No. 89-459 Highpoint East Marion Route 25, East Marion Your November 8, 1989 Submission Ti~is is in reference to the site plena for the above noted project which were submitted to this office for review. Prior to the issuance of a New York State Highway tlork Permit, the following items must be addressed: 1. Resubmission of plane needed. If access to section three of this subdivision is to be a dedicated road then it moat be developed to highway law requ'lremants, i.e. a three rod wide roadway. 2. For all other proposals. a minimum 25 foot wide roadway, with appropriate increases in curb radius ie required. 3. Locate and replace "Nostending" signs along the site frontage. Resubmission of revised plena must be identified as revisions and must refer to our case number. Failure to provide this information will delay the processing of your permit. Permit Fee (Payable to "State of New York"): $ 152.50 Bond Amount: $ 10,000. y YounLt & Young ?aaf; 2 December 12, 1989 ~Iny yuestions pertaining to this case iaay be directedto James Lentini at {j16) 36U-6020. Sineerely, ViTU F. LBNa Kev.Lunal Permit %ngineer 's cc; ;Lg. Valerie ScoperY p VFLa;Si s a t 1 a a 33 s r { :j Y 4 3 F 9 a HER$ERT R. ~2AND~ 443 Main Street • Greenport, New York 11944 Telephone: [51 B) 477-2223 December 11, 1989 D, Bennett UneauMFii., Cha,inman PXanni.ng Board [ 2 Town os Southakd iDWN Tawn 11aC2 INGt30ARD Malin Raad Sautha2d, N. Y. 11971 Re: lii.ghpo.%v>,t ax Eab~ Manion, Section 3 Dean Mn. On2aut3hi.; Enc.Coaed pkec~e Sind 4 capie~s a~ zhe myeana and phi,wts o6 ~lie aubjec~ pnemi:aea wlu.ch are auuriti.ng yowc a.ignatune. V fiicu,Cy yo H M NRM/ap Enek. 1211 y¢ z..~..~,~ , ,_.M ~ "A.~~ H lV. ~~t, ~~~~~cFt~L,~`~~~ a= < ~ ~ ~ Town Hall. 5309 Main Road P.O. Box 1179 Southold. New York 1 1971 TELEPHONE (5 16) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTI-IOLD December 7, 1989 Richard Israel 443 Main Street Greenport, New York 11944 RE: Proposed Subdivision for Highpoint at East Marion, ° Section 3 SCTM# 1000-31-3-11.25 Dear Mr. Israel: Enclosed please find a revised bond estimate for the above mentioned subdivision. The numerical amount of the bond estimate {$55,350.00) is correct, however, the itemized bond estimate which you received previously was not revised to include the firewell and to exclude one street light. Enclosed also is the Town Board's November 28th resolution adopting the bond estimate for $55,350.00. As stated above, only one street light will be required. The street light is to be located at the intersection of the Main Road and the proposed road. The Board also reviewed the bond in regard to the street trees. A field inspection revealed some trees in the area of the proposed cul-de-sac. The Board requires four (4) street trees to be planted at the northern side of the proposed cul-de-sac. On final inspection the Board may require that additional trees be planted. Although at this time the Board is only requiring 4 trees, this item will remain as is in the bond estimate, as additional trees may be required. Please contact this office if you have any questions regarding the above. ~yery truly y9urs, ;''i ~ _ , ~ / fi , Bennett Orlowski, Jr. Chairman enc. cc: William Moore, Esq. SIDNEY B. BOWNE & SON ~ ~ ' October 12, 1489 BOND ESTIMATE FOR HIGH POINT AT EAST MARION (SECT. 3) LOCATED AT EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK UNIT ITEM DESCRIPTION QUANTITY PRICE AMOUNT 1. Unclassified Excavation 450 c.y. 6.00 $ 2,700.00 2. Fine Grading 1,100 s.y. 1.50 1,650.00_._ . 3. Saw Cut 70 l.f. 3.00 210.00 4. Concrete Pavement Removal 20 s.y. 5.00 100.00 5. Furnish and Lay 18" CMP 30 l.f, 30.00 900.00 6. Furnish and Install " Catch Basins 2 ea. 2,000.00 4,000.00 7. Furnish and Install Leaching Basins - 10' O.D. 30 v.f. 300.00 9,000.00 8. Concrete Curb 65 l.f. 10.00 650.00 9. Concrete Sidewalk 180 s.f. 3.50 630.00 10. Dense Graded Aggregate Base Course 110 c.y. 30.00 3,300.00 11. Bituminous Pavement Binder Course - 2-1 /2" Thick 130 Tons 60.00 7,800.00 12. Bituminous Pavement Wearing Course - 1-1 /2" Thick 75 Tons 60.00 4,500.00 13. Topsoil & Seeding 450 s.y. 5.00 2,250.00 14. Street Light tea. 1,000.00 ?;000,00 15. Direct Burial Cable 160 l.f. 2.00 320.00 16, Electric Cable in Conduit 20 l.f, ._,10.00 200.00 17. Street Trees 20 ea. 200.00 4,000.00 18. Concrete Monuments 8 ea. 80.00 640.00 19. Maintenance & Protection Of Traffic Job L.S. 1,500.00 20. Firewell, 7 ea. 10,000. 70,000.00 ` sub-total = 55,350.00 ~ , 6%. Inspection fee = _ 3,321 .00 Re~~spd izl,~e9 - Toatal = 58,671.00 SBB N0. 87518 V.M. D/127 Sheet 1 of 1 I y r'' ' y,~ I , a ~l'~Ti l'J •;J 7 , 'Y"~ry'r~ rat F I ?LP ~ ~ . ~ Town Hall, 53095 Main Road ,ads''' ti P.O.Box 1179 y~1 _ ,J"; y ~ Southold, New York 11971 JUDITH T. TERRY =~_,~v-'''J TELEPHONE (516) 765 1801 TOWN CLERK REGISTRAR OP VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 28, 1989: RESOLVED that the Town Board of the Town of Southold hereby approves the amount of $55,350.00 for a bond for roads and improvements in the subdivision of Highpoint, Section III, all in accordance with the recommendation of the Southold Town Planning Board and Sidney B. Bowne E Son, Consulting Engineers. Judith T. Terry a Southold Town Clerk December 1, 1959 HERBERT R. ~2ANDE~ 443 Main Street • Greenport. New York 11944 Telephone: [516[ 477-2223 Navemben 27, 1989 ~ Z ~ P.Pniuung Baard Tawn ob Sau.tha2d ~NjHp~D ;i~'"~'' 53095 Ma,i.n Road pLANNWG 8+.s~or_.. Southa2d, N. Y. 11971 Re: Band Ea~i.mate bon. liighpo.int at EaA.t Marion (Seca. 3) Pn.epaned by Sidney B. Bawne & Son (SBB 87518) dated 10/.12/89 Cde~n; we have reviewed .the subjee~ band ea.timcte and ask ~h.e baand'a can~s.ide~ca~i.on an xhe ba.2Cowi:ng cammewta: Item 14: Indieate~, Neva a.t~ceet .Zigh~. Aa you are cuvwce ~lu,a wi.P.e be a private read ee~cv.iei:ng 3 ka~ whtich .tGie Tawn can never. aeeep~ due .to .the 25 bx. might ob way. (ue que.a~i;on whe#lieJe SoutGiaR~cf Town w~:Z2 be w%C2,ing .to mainfitti.Yc pub.Ei'e .P.igh~i:ng on a private road. Item 17: indicates pkanting ab 20 e.t~eee~ xicees. The Woad Qength .us apprcaxi:mate2y 200-250 beet over. a pxe-ewi;sti:ng dnivew+ay. The house and driveuxty eulvicewt2y have exi;s.ti:ng fiiceea ewuraunding them. UXhec eana.idera~%an must be given ~a the bast ab .the 25 b~. n,ighz ob way be .taken up by a 20 n.t. raad bed keavi:ng onky 2 1/2 bt. an e.ithen side. The i=aa~ Mwrion Puce Department .i,a our eaa.ten,~y neighbor. and whether fiiceea wi.P.2 .iwteebece with .the uee ob .theuc dnivewtzy shauCd be addressed. We beef fihat due ~o these eond.%ti:ons, a~iceet .t~cees cute .inapprapni:ate and request .that .the board delete ~htis brom .t1~.e esfiirnate. Ib xJ~e p2anni,ng board, an b.cnae .i.napecti:an ab the eamp2eted Woad, heel .that come .t~cees are s~%22 needed at .that Zime, we wi;C2 pkant diem. Ve~cy ~icu2y oww, i an HRM/ap Account Number Invoice #..16823 , , , ,Date. November 20 19 89 TOWN OF SOUTHOLD, COUNTY OF SUFFOL PAY TO: Payee ldentifi D ~ i l! I Payee Name: or Social Secu urtt~?':2 2 ' BOWNE ..I.. Payee Refere e;: LDiOWN I• Address: 87518 PLANNING BUARD ! Phone No ................. Vendor Contact Cash Discount %.........Days.................................... Item Description of Material/Service Quantity Unit Amount No. Price Ni h Point @ East Marion III 275.77 otal 275.77 Di ount Ne The undersigned (Claimant) (Acting on behalf of above named laimant does hereb rtify that the foregoing claim is true and correct and that no part thereof has been p " , exc t as t stated, and that the balance therein stated is actually due and owing. DatedNoyember,20,,1989,,,,,,,,,,,,,,19 ....0 Signature ~ SIDNEY B. BOWNE 8~ SON ~a~~, 1b823 . 45 Manor Road Smithtown, New York 11787 November 20, 1989 (516) 7240611 Town of Southold 87518 High Pt. at E. Marion III Southold Planning , For the period of: 09/26/89 to 10/23/89 $244.07 08/29/89 to 09/25/89 $ 31.70 $ 275.77 PLEASE REMIT TO: , SIDNEY B. BOWNE & SON 45 Manor Road Smithtown, New York 11787 MINEOLA . SMITHTOWN • NEW YORK CITY • CLEARWATER An E•u•1 OppMUnily EmployM M/FM ..f 9/28/89 08:35:15 PAGE 99 SIDNEY 9, 90MNE 6 $ON MANAGEMENT INFORMATION SY$TEN JOB DETAIL REPORT FOR THE PERI00 FROM 4UG. 29i 1939 TO SEPT 2Si, 1969 - ~ JO9 NUM9ER: 0?751? J09 NAME: HIGH PT. 9 E. MARION III J09 CLASS: R ; T8R/EO NO.: TYPE OF SERVIC = J CLIENT NUM9ER: SOHO CLIENT NAME: SOUTHOLO PLANNING PROD. MGR, KOHN n ---------EMPLOYEE IDENTIFICATION GAILY HOURS-WORKED--- TOTAL ~ x~ HRLY RATE TOTAL SALARY 54lARY e NUM9ER LOST NAME FIRST NAME (REGi OT) TUE HEO THU FRI 51T MON HOURS COST COS1 L' ,z a FOR THE MEEK ENDING SEPT 25. 1989; ~ I,- D00420 KOHN JOHN N. R 25.3526 0.0 0.0 0.0 0.0 0.0 0.5 0.5 12.66 SUB TO1Al E 12.68 ~F J TOTAL ~ f 12.68 i9 J MULTIPLIER 2.50 i, SU9 - TOTAL FEE E 31.70 za ' TOTAL FEE S 31.70 J s _ _ __FIJ J A =9 J ~ I, - s~ ~fi )I 3 n J 9 !0 1~ b ~0 _ r _ _ J ~`9 V f2 5 55 55 .7{ ~54 f k ~4 F:~. 56. V ~ `I 10/26/89 09:18:09 PAGE 97 J J SIDNEY 9. 80NNE B SON MANAGEMENT INFORM4TION SYSTEX JOB DETAIL REPORT FOR THE PERIOD FROX SEPT 26i 1999 TO OLT.23i~1989 `i J i JOB NUM9ER: 097519 J08 NA ME: HIGH PT. a E. M4RION III J08 CLASS: R `"I~ T9R/EO NO.: TYPE OF SERVICE: ~J CLIENT NUXBER: SOMD CLIENT N4ME: SOUTXOLO PLANNING PROJ. MGR. KOHN ~"1 EMPLOYEE IDENTIFICATION DAILY HOURS NORKEO TOTAL ~I~ XRLY RATE TOTAL SALARY SALARY NUM3ER LAST NOME FIRST NAME (REG. OT) TUE NED THU FRI S4T MON HOURS COST COST ~.~,I .z i _ ~i I FOR THE IAEEK ENDING OCT. 9~ 1989; - 000151 M4RICOND4 VINCENT R 24.4072 0.0 0.0 0.0 4.0 0.0 0.0 4.0 97.63 ~ J SU8 TOTAL f 97,63 TOTAL f 97.63 J MULTIPLIER 2.50 -"I SUB - TOTAL FEE E 264.07 TOTAL FEE S 264.07 J i _ _ J i ~ ° J ' ~ ( 1r ~ ~ \„I" ,,J , ~ ~ ~"J ~ J ~ J I_-_I < J I:; „y _ _ _ _ _ _ . _ ri+ s, v - • SIDNEY B. 80WNE & ~ ~ ~ ~ October 12, 1989 BOND ESTIMATE FOR NIGH POINT AT EAST MARION (SECT. 3) LOCATED AT EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK + UNIT ITEM DESCRIPTION QUANTITY PRICE AMOUNT 1. Unclassified Excavation 450 c.y. 6.00 $ 2,700.00 2. Fine Grading 1,100 s.y. 1.50 1,650.00 3. Saw Cut 70 l.f. 3.00 210.00 4. Concrete Pavement Removal 20 s.y. 5.00 100.00 5. Furnish and Lay 18" CMP 30 l.f. 30.00 900.00 6. Furnish and Install Catch Basins 2 ea. 2,000.00 4,000.00 7. Furnish and Install .Leaching Basins - 10' O.D. 30 v.f. 300.00 9,000.00 8. Concrete Curb 65 l.f. 10.00 650.00 9. Concrete Sidewalk 180 s.f. 3.50 630.00 10. Dense Graded Aggregate Base Course 110 c.y. 30.00 3,300.00 11. Bituminous Pavement Binder Course - 2-1 /2" Thick 130 Tons 60.00 7,800.00 12. Bituminous Pavement Wearing Course - 1-1 /2" Thick 75 Tons 60.00 4,500.00 13. Topsoil & Seeding 450 s.y. 5.00 2,250.00 14. Street Lights 2 ea. 1,000.00 2,000.00 15. Direct Burial Cable 160 l.f. 2.00 320,00 16. Electric Cable in Conduit 20 l.f, 10,00 200.00 17. Street Trees 20 ea. 200.00 4,000.00 18. Concrete Monuments 8 ea. 80.00 640.00 19. Maintenance & Protection Of Traffic Job L.S. 1,500.00 SUB -TOTAL = $46,350.00 INSPECTION FEE 6% = 2,781.00 vd ~ ~ TOTAL = $49,131.00 S86 N0. 87518 11 11 V.M. (t~oNO~ ~S'Co D/127 ~ re~~sea Sheet 1 of 1 l SIDNEY B. BOWNE & SA(11 ~tober 12, 1989 BOND ESTIMATE FOR HIGH POINT AT EAST MARION (SECT. 3) LOCATED AT EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK UNIT ITEM DESCRIPTION QUANTITY PRICE AMOUNT 1. Unclassified Excavation 450 c.y. 6.00 $ 2,700.00 2. Fine Grading 1,100 s.y. 1.50 1,650.00 3. Saw Cut 70 l.f. 3.00 210.00 4. Concrete Pavement Removal 20 s.y. 5.00 100.00 5. Furnish and lay 18" CMP 30 l.f. 30.00 900.00 6. Furnish and Install Catch Basins 2 ea. 2,000.00 4,000.00 7. Furnish and Install Leaching Basins - 10' O.D. 30 v.f. 300.00 9,000.00 8. Concrete Curb 65 l.f. 10.00 650.00 9. Concrete Sidewalk 180 s.f. 3.50 630.00 10. Dense Graded Aggregate Base Course 110 c.y. 30.00 3,300.00 11. Bituminous Pavement Binder Course - 2-1 /2" Thick 130 Tons 60.00 7,800.00 i?_. Bituminous Pavement Wearing Course - 1-1 /2" Thick 75 Tons 60.00 4,500.00 13. Topsoil & Seeding 450 s.y. 5.00 2,250.00 14. Street Light. tea. 1,000.00 1,000.00 15. Direct Burial Cable 160 l.f. 2.00 320.00 16. Electric Cable in Conduit 20 l.f. 10.00 200.00 17. Street Trees 20 ea. 200.00 4,000.00 18. Concrete Monuments 8 ea. 80.00 640.00 19. Maintenance & Protection Of Traffic Job L.S. 1.500.00 20. Firewell 1 ea. 10,000. 10,000.00 sub-total = 55,350.00 $°s.Inspection fee = _ 3,321.00 Toatal 58,67T.00 SBB N0. 87518 'Rev(sec~ ~H5 V.M. D/127 Sheet 1 of 1 o ~ t~ ~ a ~ ~ ~ ~ DEC - 4 199 ~oc~~FFO(/~CO~< ~t'tiT ~ ~ Town Hall, 53095 Main Road s P«.__._:.Y...'__. ~ ~ P.O. Box 1179 '~IQl ~ .~~0 Southold, New York 11971 JUDITH T. TERRY Fnx (516) 765-1823 TQWN CLERK TELEPHONE (516) 765-1801 REGISTRAR OF VITAL STATISTICS OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON NOVEMBER 28, 1989: RESOLVED that the Town Board of the Town of Southold hereby approves the amount of $55,350.00 for a bond for roads and improvements in the subdivision of Highpoint, Section III, all in accordance with the recommendation of the Southold Town Planning Board and Sidney B. Bowne E Son, Consulting Engineers. 1 V Judith T. Terr~y~ Southold Town Clerk December 1, 1989 , ~~1•.Ity ' 4 Town Hall, 53095 Main Road `ti, v%,'':'~9s~ra P.O. Box 1179 J"~~~fj ',b~ Southold. New York 1 1971 ~ ' TELEPHONE (516) 765 1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 27, 1989 William Moore Suite 3 - Clause Commons P.O. Box 23 `,Mattituck, NY 11952 RE: Highpoint Section III SCTM #1000-31-3-11.25. Dear Mr. Moore: The following actions were taken by the Southold Town Planning Board on Monday, November 20, 1989. RESOLVED that the Southold Town Planning Board override the November 3, 1989, Suffolk County Planning Commission report. Please note that the numbered items presented below correspond to the numbered items included in the Suffolk County Planning Commission report. 1. The Planning Board has requested that a road be built to the alternate road specifications, thus the subdivision will not result. in the creation of landlocked parcels. 2. The land in question was previously in a R80 district. The applicant had pursued a Change of Zone application with the Town Board for a business zone, and had submitted a site plan application to the Planning Board. The zoning map, which was adopted in February of 1989, changed the zone on the subject premises to a R40 district. Thus, the subdivision of land in the proposed manner is not the result of a self-imposed hardship. RESOLVED that the Southold Town Planning Board adopt the October 12, 1989, engineer's report. RESOLVED that the Southold Town Planning Board adopt the bond estimate in the amount of $55,350.00 and recommend same to the Town Board. The final public hearing was held and closed at the meeting. Please note that the graphic scale shown on the map was not changed when the scale of the map was revised. If you have any questions, please do not hesitate to contact this office. Very truly yo~urs~ ~ ,9 ~~i yr'` Bennett Orlowski, Jr.~ Chairman ~ enc. cc: SCPC jt LEGAL NOTICE the minor subdivision of Too The property is bordered on Bee Realty, located a[ [he Town the north by land now or Notice of Public Hear formerly of James C. Gray, Sr. NOTICE IS HER of Southold, County oESuffolk GIVEN that ursuan[ to Sf, for and the S[a[e of New York. Suf- ~ Peter S. Gray, by land now or P former) of llevaaka Realt Co. 276 of the "Ibwn Law, a ufft folk County'I>ot Map Number y y P bt Inc.; on the east by land now or hearin will be held 1000-50-6-5. B ~ tke The Property is bordered on formerly of Louise S. Ehlers & _ Sou[hold'Ibwn Planning Bft Iuuise Stacey & Other, by Arm at the Town Hall, Main Raske the north by Lighthouse Road; of James Creek; on the south by Southold, New York in sea on the east by land now or Town on the 20th da ~ of formerly of A. McGunnigle; on Canal Known as James Creek, Y the South by land now or on the west by land now or November, 1989 on [he questf b formerly of John W. Boutcher of the following: ;hz formerly of A. Sepenoski; on & Alice Panteleo, by land now 7:30 p.m. Final approval in the west by land now or former- or formerly of Alfred Steiner & the major subdivision of DB~ite ly of Hanauer & Bagley. Christina E. Steiner, by land Affordable Housing, located 7:50 p.m. Final approval of now or formerly of Frank the Town of Southold, Coun., the major subdivision of Thorn- of Suffolk and [he State of Ne 'ton Smith, located at the Town Milowski, by land now or York. Suffolk Count Tax Manr of Southold, County of Suffolk formerly of Zozislaw Mikoloj- Y and the State of New York. Rj~'Y ~ cryk & Stefanie Mikolojcryk, by Number I(]00-55-6-15.1. ve - y 4 land now or formerly of Roy A. The ro ert is bordered ot4 folk County 79x Map ~ o. a.' P P y 1000-121-1-1 /019. " ~ ~ Schelin, by land now or former- the north by land now otm P ly of Paul Lucas, by land now former) of Donald 'Bnhil, b The Property is bordered of Y Yap or formerly of Paul & Helen land now or formerly of Yenne- the north by land now ^ of Lucas, b land now or former) cott Pazk; on the east b land ~ formerly of H. Checkl~ ~ y y y man, by land now or to a` ~ of Leonard J. Llewellyn & Mar- now or formerly of Richard & ~ jory E. Llewellyn, by Main Road Laureen Wheeler, by land now s of Minas & Vassiliki Mil. or formerly of Francis & ° by land now or formety\w~'" (RT 25). Patricia O'Malley, by land now Catherine Simfcich, by Iand;~s`~ 8:05 p.m. Public hearing on or formerly of Edwin Mooney; ~ or formerly of James & Flore~te` [he Draft Environmental Impact on the south by land now or a Gebbia; on [he east by land ncpe Statement with respect to the formerly of Peter Meyer, Jr., bye or formerly of Franklin G. ceo Hamlet a[ Cutchogue, located at land now or formerly of Carl & J Arline Boeckman, by land nowt'. the Town of Southold, County Anthon Codan & another, b or formerly of Joseph & Lee of Suffolk and the Slate of New y y t Pufahl, b land now or former- a York. Suffolk County Tax Map land now or formerly of Walter t y Number 1000-102-1-33.3. & Susan Stype, by land now or ly of Louis & Moureen Buona- SEQR lead agency is the formerly of Rishad & ]udith Buro; on [he South by Sound Owadally; on the west by land Avenue; on the west by Bergen Southold Town Planning Board. now or formerly of Margaret Avenue. Copies of the Environmental Krukowski, by land now or 7:55 p.m. Final approval of lmpac[ Statement are on file at formerly of William Moffet, Jr., the major subdivision of High- the office of the Planning by land now or formerly of point a[ East Marion, Section Board, Town Hall, Main Road, John & Henry Smicik, by land Three, Inc., located at the'Ibwn Southold, and may be reviewed now or formerly of Robert Tap- of Southold, County of Suffolk during regular business hours. lin, by land now or formerly of and the State of New York. Suf- 8:10 p.m. Final approval of Chester Finne, by land rtow or folk County 7'ex Map Number the minor subdivision of James formerly of Robert Goldsmith, 1000-31-3-11.25. Cohill, located at [he Town of by land now or formerly of / The property is bordered on Southold, County of Suffolk Mary Wheeler. 'c the north by land now or and the State of New York. Suf- 7:45 p.m. Final approval ~ formerly of the subdivision of folk County Tax Map Number Highpoint a[ East Mazion, Sec- 1000-107-1-2. tion II; on the east by land now The property is bordered on or formerly of Steven & Despina the north by Mill Road; on the Moraitis; on [he south by Main east by Grand Avenue; on the Road (Rt 25), by land now or south by Grand Avenue, by land formerly of East Marion Fire now or formerly of Eugene O. District; on the west by land Graf, by land now or formerly now or formerly of George & of Henry J. Paulak, Jr., by land Geatrakis Kortsolakis. now or formerly of Smith G. 8:00 p.m. Final approval of Pearsall; on the west by land ~ [he minor subdivision of Alan now or formerly of Elizabeth V. Cardinale at James Creek, Fox. located a[ the Town of Any person desiring to be Southold, County of Suffolk heard on the above matters and the State of New York. Suf- should appear at the time and folk County 'Pan Map Number Place specified. 1000 122 3-1 1 Dated: October 17, 1989 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD BENNETT ORLOWSKI, JR. CHAIRMAN ix to/2fi/89 (fi) COUNTY OF SUFFOLK STATE OF NEW YORK ss: Patricia Wood, being duly sworn, says that she is the Editor, of THE LONG ISLAND TRAVELER-WATCHMAN, ' a public newspaper printed at Southold, in Suffolk County; and that the notice of which the annexed is a printed copy, has been published in said Long Island Traveler-Watchman once each week for weeks successively, commencing on the ..........~?la........ . ~T Sworn to before me this ~6...... , day of , 19 . Notary Public fiARBARA A. SCHNEIDER NOTftRY fL'FsLIC, State of New York Plo. 4806646 Quzli`ied in Suffolk Coun Ca,nmiosion Expires ~-3 ~/o i ~ STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Pat.ri c~i a HPanP~ of Mattituck, in said County, being duly sworn, says that he/she is Principal Clerk of THE SUFFOLK TIMES, a Weekly Newspaper, published at Mattituck, in the Town of Southold, Counly of Suffolk and State of New York, and that the Notice of which the annexed H a printed copy, has been regularly published in said Newspaper once each week for 1 weeks successively, commencing on the 19th day of October tg89 / Priq Ipal Clerk Swom to b/ef~')r/e~mye~-this day of --~-~-~-19~ MARY K. D ate of New York l NOTARY PUBLIC, St ~n /K),/ ,(~\X"_y~~i Term ExPCes Februz48jyc/-9~ G _ _Notlce of Pubic Heating NOTICE IS HEREBY GIVEN ~ October 19, 1989 • The Suffoik es A33 Ilut i,asrauant to Section 276 0( the Town Law, s public hearing will be ~w,eB~~ by Main Road (Rt• 25). ~ held by the Southold Town PLvminB Ncw York. SuffoUt County Tu Map g:p5 p.m. Public hearin6 « the Board, at the Town Hall, Main Ntmnbor 1000-31-3-17.25. Road, Southold, New York in said The properly is bordered on the Draft Envtronrrrenuol tlhe H°~l~tat Town on the 16th day of October, north by land rww or formerly of the meet wvh rtsprct 1984 on the questim of the follow- subdivision of Highpoint al East Cutchugue, 1«ated at rise Town °f ing: Marion, Section A on me cast by Southod. County of Su(Collc and the 7:30 m. Final a royal of the y State of New York. Suffolk County V~ PP land now or formed of Steven 8c Tax Map Number 1000-102-1-33.3. major subdivision of DBM Afford- pespina Moraitis; an the south by $EQR lead agency is [he abk Housing, located at the Town of Main Rosd (Rt. 25), by lard now or Souilrold, Court of Suffolk and the Southold Town Planning Board. h' formerly of Eeat Marion Fire Dia- ~ ~ ~ ~vitvrmenW State of New York. Suffolk County trio; on the west by land now o[ for- Coq Taz Map Number 1000-SSfi-15.1. medy of George & Gatnkia Ken- Sutranent arc on fife a[ the office of The property is bordered on the aoykw, the Planning Board, Town Hall, north by land now or forrrterly of g;00 p.m. Final approval o[ the Main Road, Southold, and ma 6e Donald Tuthill, by land now or Cor- mirror subdivisiat d Alan Cardvnle reviewed during regular business merry of Ycnnecott Park; on. the at Jame Creek, looted a< the Ttrwrt Moon' east by land now or formerly of of Sauhdd, Camty of Sullolk and ga0 p.m. Final approval of the Richard k [.aureen Wheeler, by the State of New York. Suffolk minor mbdiviaiom of James Cohill, Lod tww or formerly of Francis & Cortmy Tu Map Number 1000-122- located st the Town of Southold, Patricia O'Malley, by land now or 3-1.1. County of SrdfoU: and the Sow of formerly of Edwin Moomy; on the The property is bordeed on the New York. Suffoik Camty Tax Map south by land now or formerly of north by ]and now or formerly of Number 1000"107-1-2. Peter Me er, Jr., b land now or Sr. & peter S. Gray, The property is bordered on the . formerly of Grl & Anthony Colon by land now o formerly of pevaska rwnh by Mill Road, on tM east by ~ soother, by lams now or formerly Realty Co. Inc.; on tM east by lord Grand Avenue; on~rtdh nowuor fay ype, by land now or formerly of Louisa S. Ellen Gard Avenue, by of Wsltcr k SYaan St d. Louise Sucey & Other, by Arm mulY of Eugenie O• Grat, by lend now ar formed of Rishad R Judith rmw a ftmnaly of Henry J. Pauhd4 Owadally; em the west by land now o[ Lames Creek; on the south «Y Jr., by land now or formerly oI or formerly of Margaret Kmkows- Canal Known as James Creek, Smith G Parsall; w the west by ki, by land now or formerly of the west by land now or formerly of Y William Motfet, Ic, by krrd crow or John W. Boutclrer & Alice Pantaleo, land now «formerl of Elisabeth Y. formerly of Iohn A. Henry Sim- by land now or famedy of AYrtd Fox. chicly, by land now m formerly of Seiner Jk Christina E. Steiner, by Any person dtairing to be head Rmben Taplin, by land now or for- land now or formerly of Frank on the above Mauer should appear medy of Chester Finns, by land Milewski, by land rmw or formerly at the time and place specified. now or formerly of Reber Gold- of Zorislsw Mikolojczyk Stefanie Damd: prtober t7, 18Y ORDER OF amidt, by Imd now or formerly of MikoloJcdr, by land now rx former- THE SOUTHOLp TOWN Mary Wheeler IY of Roy A. Schclin, by lard now Pr pLANNiISG BOARD 7:45 p.m. Final approval of the CortnedY ~ Paul laces, by land crow BENNB7T ORIAW SKI. IR. minor nubdiviaion of Tao Bee Rol- or formerly of Panl & Helen Lucas, CI{AIl2MAN ry, located at the Town of Southold by land stow Y formerly o,I,conarEd 64b1-1TO19 County of Suffolk and the State of J. Llewell n & Mar ory New York. Suffolk Coumy Tu Map Ntrmber 1000-SOfi-S. The property is bortlered on the . north by Irghthouse Road; on the eat by land rww or formerly of A. McGunnigle; on We south 6y land tww a formerly of A. Sepertaski; or, the west by land now or formerly of Hanauer & Bagley. 7:50 p.m. Final approval of the major subdivision of Thornton Smith, located at the Town of Southold, County of Suffoit and the Sum of New York. Sutfoit County Tax Map Number 1000-121-1- lpfol9. The property is bordered on the north by Lod nmw or formerly of H. CheckLt & Schulman, by Lmd now of formerly of Minas & VuaBiki Mihaltaa, by land crow or formerly M Gtherine Simicich, by Lod now or formerly of James R Florence Gebbia; an the east by land now or formerly of Franklin G. Arline Bocclcman, by Lod crow or formerly - o[ Joseph h. Lee Putahl, by land now or formerly of Louis & Mau- reen Buonaguro; on the south by Sound Avenue; on the west by Bergen Avenue. 7:55 p.m. Final approval of the major subdivision of Highpoint at Eaa Marion; Section Three, Ina, lo- cated at the Towm of Southold, County of Suffolk and the Sute of COPGTY OF SUFFOLF~ ' PATRICK G. HALPIN SUFFOLK COUNTY EXECUTIVE ~ " DEPARTMENT OF PLANNING ARTHUR H. KUNZ DIRECTOR OF PLANNING November 3, 1989 Mr. Bennett Orlowski, Jr., Chairman Town of Southold Planning Board Main Road Southold, New York 11971 Re: Subdivlsion Map - Highpoint at East Marion, Section Three, Inc. Northwesterly side of Main Road, New York State Route 25, 364.42 feet southwesterly from Stars Road, East Marion, New York. Dear Mr. Orlowski: The Suffolk County Planning Commission at its regular meeting on November 1, 1989, reviewed the proposed subdivision plat, entitled, "Subdivision Map - Highpolnt at East Marion, Section Three, Inc." referred to it pursuant to Section A14-24, Article %IV of the Suffolk County Administrative Code. After due study and deliberation it resolved to disapprove said map subject for the following reasons: In accordance with Commission policy on a subdivision with a lot or lots whose area does not meet the minimum lot area requirement of the zoning ordinance the staff recommendation is for DISAPPROVAL with the following reasons: 1. The proposed subdivision w111 result in the creation of landlocked parcels; that is, parcels that do not have frontage on an existing or proposed public road. The creation of such lots is contrary to good subdivision layout principles and creates problems as far as access by emergency and service equipment is concerned. This lack of access could result in health, safety and welfare problems for the future residents of the landlocked lots, not to mention potential disputes over the use and maintenance of any right-of-way over an adjacent parcel that may be created for the purpose of access. Creation of landlocked lots also places the Zoning Board of Appeals in the awkward position of having to grant a building permit for lots under Section 280-a of the Town Law as the future owners of landlocked lots cannot be held responsible for the landlocked nature of their parcels. VETERANS MEMORIAL HIGHWAY HAUPPAUGE. L.I.. NEW YORK 11700 (3181380-S1B2 Page -2- 2. It is possible that the creation of the private road (ca®on driveway) may be in violation of the State's "Blue Sky Laws". The Commission also offers the following comment on the map for your use and consideration: The proposed layout of this subdivision is unsatisfactory and it appears that any possible alternate layouts will be equally unsatisfactory. The failure of the subdivider to make tentative plans for the subdivision of this section when Sections 1 and 2 were being considered has resulted in a self-imposed hardship. The only apparent solution is the division of the property into two lots, one of which will have to be a panhandle lot. Very truly yours, Arthur H. Kunz Director of Planning by Charles G. Lind, Chief Planner Subdivision Review Division File: S-SD-83-05.2 CGL:mb Encl.: Map cc: R. Villa, P.E., SCDHS MOORE & MOORE Attorneys at Law ~ , _ Clause Commons Suite 3 ' Main Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298.5674 Fax: (516) 298-5664 William D. Moore Margaret Rutkowski Patricia C. Moore Secretary - Novemlber 2, 1989 Southold Town Planning Board I ``g9 C.a1~ed Moore a- Town Hall 'to Icy ~ ~ ,,r -F„ cS~rec~ Main Road Southold, NY 11971 h~ S cone e 2 N 5 ~e F~~< ~t. Re: Highpoint Section III SCTM# 1000-31-3-11.25 ~ Re: Fire well Dear Chairman Orlowski and Members of the Board: It is hard to believe that a three lot subdivision "requires" a fire well. Of the three lots, one is already improved with a single family residence.. With a total increase of two new residential dwelling units created by this subdivision, the request by the East Marion Fire Department for a fire well seems unreasonable and unnecessary. It should be noted that, the property which is the subject of this application was identified as a future section three on the subdivision known as Highpoint in East Marion on which one fire well has already been installed. .For all of the sections (I, II, and the future section III) only one fire well was requested by the fire department and your board. It hardly seems appropriate or reasonable that with creation of the final three lots an additional fire well in now necessary. It is particularly troublesome that the East Marion Fire Department has requested a fire well in view of the fact that Mr. Mandel previously gave to the fire department a portion of the property which is the subject of this application. If the fire department wishes the fire well located virtually on their own property, they should install one on their own property. The creation of 2 additional building lots simply does not justify the fire well requested by East Marion, and the burden imposed by such a requirement is excessive. MOORS & MOORS Attorneys at Iaw ~~nV Clause Commons Suite 3 _ rti~~ Main Road P.O. Box 23 Mattituck, New York 11952 Tel: (516) 298-5674 Fax: (516) 298.5664 William D. Moore Margaret Rutkowski Patricia C. Moore Secretary November 2, 1989 Southold Town Planning Board Town Hall Main Road Southold, NY 11971 Re: Highpoint Section III SCTM# 1000-31-3-11.25 Re: Fire well Dear Chairman Orlowski and Members of the Board: It is hard to believe that a three lot subdivision "requires" a fire well. Of the three lots, one is already improved with a single family residence. With a total increase of two new residential dwelling units created by this subdivision, the request by the East Marion Fire Department for a fire well seems unreasonable and unnecessary. It should be noted that, the property which is the subject of this application was identified as a future section three on the subdivision known as Highpoint in East Marion on which one fire well has already been installed. For all of the sections (I, II, and the future section III) only one firs well was requested by the fire department and your board. It hardly seems appropriate or reasonable that with creation of the final three lots an additional fire well in now necessary. It is particularly troublesome that the East Marion Fire Department has requested a fire well in view of the fact that Mr. Mandel previously gave to the fire department a portion of the property which is the subject of this application. If the fire department wishes the fire well located virtually on their own property, they should install one on their own property. The creation of 2 additional building lots simply does not justify the fire well requested by East Marion, and the burden imposed by such a requirement is excessive. For the reasons stated herein, we request that you eliminate the fire well requirement so that we may proceed to the final approval of this map. Ve y yo rs, c Wil iam . Moore WDM/mr cc: Mr. Herbert Mandel oSUFF~I~%~® ~ kar M" Town Hall. 53093 Main Road P.O. Box 1174 O~~o ,r~' Southold. New York 1 1971 1 1~ TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 27, 1989 William Moore Suite 3 - Clause Commons P.O. Box 23 Mattituck, NY 11952 RE: Highpoint Section III SCTM #1000-31-3-11.25 Dear Mr. Moore: The following resolution was done at the October 16, 1989 regular meeting, but was inadvertently left out of the October 18, 1989 correspondence. RESOLVED that the Southold Town Planning Board set Monday, November 20, 1989 at 7:55 p.m. for a final public hearing. Sorry for any inconvenience this may have caused. If you have any questions, please do not hesitate to contact this office. V truly your , i ..Gn~~d" Bennett Orlowski,Jr. Chairman jt c~~ci ~~~r [~y `V~ fib, 4 .y 'P°+~. 1 ter., i~ 4 ~ Town Hall, 53095 Main Road v~ti" ' ~ ~ P.O. Box 1179 Southold. New York 11971 .L°,~ TELEPHONE (516) 765-1938 PLANNIIVG BOARD OFFICE TOWN OF SOUTHOLD October 18, 1989 William Moore P.O. Box 23 Suite 3 - Clause Commons Mattituck, NY 11952 RE: Highpoint Section III SCTM #1000-31-3-11.25 Dear Mr. Moore: The following action was taken by the Southold Town Planning Board on Monday, October 16, 1989. RESOLVED that the Southold Town Planning Board make a determination under the State Environmental Quality Review Act of non-significance. If you have any questions, please do not hesitate to contact this office. Very truly yours,:-; I - ~ ~ t ' 1". `:y BENNETT ORLOWSKI,JR. CHAIRMAN enc. jt r s P t° ~V~~ t,r` E ~q Town Hall. 53095 Main Road p; rA ~ . P.O. Box 1179 ~ Southold, New York 1 1971 ~ TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD NEGATIVE DECLARATION DATE: Q~i:ober 16, _1989 Pursuant to Article 8 of the Environmental Conservation Law State Enviornmental Quality Review Act and 6NYCRR Part 617, Section 617.10 and Chapter 44 of the Code of the Town of Southold, notice is hereby given that Southold Town Planning Board, as lead agency for this unlisted action described below has determined that the project will not have a significant effect on the environment. NAME OF ACTION: Highpoint at East Marion, Section Three, Inc. SEQR STATUS• Type I Unlisted CONDITIONED NEGATIVE DECLARATION: YES NO j DESCRIPTION AND LOCATION OF ACTION: Applicant proposes to subdivide a 2.9189 acre parcel into 3 lots. This minor subdivision is located at Orient. SCTM #1000-31-3-11.25. REASONS SUPPORTING THIS DETERMINATION: An Environmental assessment has been submitted, reviewed • • and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. Because there has been no correspondence received from the Department of Health Services in the allotted time, it is assumed that there are no comments or objections from that agency. Because there has been no correpondence received from the New York State Department of Environmental Conservation in the allotted time, it is assumed that there are no comments or objections from that agency. Further information can be obtained by contacting Melissa Spiro, Southold Town Planning Board, Main Road, Southold, NY 11971. 765-1938. Copies mailed to the following: Suffolk County Department of Health Services Suffolk County Planning Commission Robert Green, DEC Commissioner Mohabir Perseud, Department of State Cramer, Voorhis & Associates, Inc. Judith Terry, Town Clerk Building Department Board of Appeals Board of Trustees Applicant Planning Board i G HNERAI. PROVItilONS 30-7 NFPA 30 1-1.4 Additional requirements may be necessary for the sate storage and use of liyuirls [hat have unusual burning Flammable and Combustible Liquids Code characteristics, that are ntbjeu to sett-ignition when exposed to the air, that arc highly reactive with other suh- 1990 Edition stances, [hat are subject to explosive decomposition, or that have other special properties that dictate safeguards over NOTIYa:: An asterisk Iollowin ~ and above those s ecified tin a normal li uid of similar the number ur letter p q destgnaung a paragraph indicates explanatory material on flash pmnt classi[icauutl. that paragraph in Appendix A. 1.1.5 Equivalency. Information on referenced publications can be finmd in Cftapter 6 and Appendix G. 1-1.5.1 Nothing in this rode is intended to prevent the use of systems, glethods, or devices of equivalent or supe- rior quality, strength, fire resistance, effectiveness, durabil- Foreword try, and satcry over those prescribed by this code, provided technical ducmnentannn t5 submitted to [he authority hav- This standard, known as [he Flanamabfe ,wad Cornbusdible tag jurisdiction to demonstrate equivalency and [he sys- Liquids Cozle, is recommended for use as the basis of legal tent, method, or device is approved for the intended pur- regulations. Its provisions are intended to reduce [he haz- pose and to a degree consistent with reasonable public safety, without undue interference with public convenience and . necessity that require the use of ?ammahle and combusti- 1.1.53 In certain installations [he provisions of this code ble liquids. Thus, compliance with this sntndard does not may be altered az the discretion of the authority having eliminate all hazards in the use of flammable and combos- jurisdiction after consideration of special features such as tible liquids. (See the Flamraab[e and Co>nhur6fble Liquids Cade topographical conditions, barricades, walls, adequacy of Handbook far addz[aorwl explanatory r3tfornuetiort.) building exits, nature of ocaipancies, proxitmry to build- ings or adjoining propm-ty, and character of construction oC such buildings, capacit7° and construction of proposed tacks, and character of liquids to be stored, dre nature of Chapter 1 General Provisions the process, the degree of private fire protection to be pro- vided, and the adequacy of the facilities of the fire depart- I-1 Scope aed Application. meat to cope with flammable or combustible liynid fires. 1-1.1 This code applies [o all flammable and combustible 1-1.5.3 Other regulations, such as for em'ironnlental pro- liquids, including waste liquids, except those that arc solid section, may impose requirements- that are not anticipated at 100°F (37.8°G) or above and those that arc liquefied by this rode Where acceptable to the authority' having gases or cryogenic liquids. jurisdiction, alternate arrangements affording protection at least equivalent [o [hat required by this code may be used. 1-1.2 Requirements for the safe storage and use of the great variety of flammable and combustible liquids coin- 1-1.6 Existing plants, equipment, buildings, structures, monly available depend primarily on [heir fire characteris- ,tad installations for the storage, handling, or use of flanl- tics, particularly the flash point, which is the basis for the motile or combustible liquids that are not in strict compli- several classilieations of liquids as defined in Section l-2. It once with the terms of this code may be continued in use should he noted that the classification of a liquid can be at [he discretion of the authority having jurisdiction pro- chunged by contamination. For example, placing a Class 11 vided they do not constitute a recognized hazard to life or liquid iota a tank [hat last contained a Class I liquid can adjoining propcrty. The existence ofa situation Chat might alter its classification, as can exposing a Class I! liquid to result in an explosion or sudden escalation of a fire, such the vapors of a Class 1 liquid via an intcrcommcting vapor as inadequate ventilation of confined spaces, lack of ade- line (we 2-3.6A and 2-4.5.6). Care shall be exerased in such quote emergency venting of a tank, failure to fireproof the cases to apply the requirements appropriate to the actual supports of elevated tanks, ur luck oC drainage or dikes [o chissilication. (Nff A 325M, [~irr H¢zmd Proprr'lees a~ l~'[asn- control spills, may constitute such a hazard. mnhte l.ignidc, Cares, and [oLUile Solids, contains flash point and other fire hazard data. NFPA 49, /lau~rdmtu Cbaaicals Dutrt, :uul NPI'A 321, Standnrrl rm Raslc Clru~saficalion of /~lam_ 1.1.7 'I'bis code shall not apply to: uuddv raid Cnvtbustifl[e Liquzdv, also amtatn intilrmatiun regarding thix subject) 1-L7.1 'Cransportanon of flammable and condms[ible liq- uids. These requirements are contained in the U.S. 1-1.3 The volatility of liquids is increased by heating. Department of 1'ransportatiun regulations or in NFPA lChcn Class II or Class 1[I liquids arc exposed to storage 385, Standard far 7hnk t'elaicler fiu~ F4nnnatble arul Combustible conditions, ux asnditimrs, or proces operations where Liquids. they arc natwally or artificially heated to or above their lash points, additional requirements may be necessary. 1.1.7.2 Storage, handling, and use of fuel oil tanks and l~hcse regwrements include consideration fur such items containers connected with oil burning egmpment. "Chew as ventilation, exposure to ignition sources, diking, and requirements ~.u-e covered srpurately in NFYA 31, Slmtdorrl elcctriral area classification. ~br Use hi.rLalla[inu ojOi! Hurndug /u/mpmrn[. 1990 Etlition $0-$ FIRM MAIi I-F. ANU COMItUti'rIRLk: LIQUI Dti CODE 1-1.7.8 Liquefied gases. (See definition.) Assembly Occupancy. All buildings nr portions of buildings used for gathering 50 or more pm~sons ti>r such 1.1.7.4 Cryogenic liquids. (See definition.) purposes as deliberation, worship, entertainment, dining, amusement, or awaiting transportation. 1-1.7.5 Storage of flammable and combustible liquids nn Atmospheric Tank. A storage tank that has been farms and isolated construction projects. These require- designed to operate at pressm-es from atmospheric meats are covered separately in NFPA 395, Standard far the through 0.5 prig (760 nun Hg through 736 mm Hg) mea- Stornge of Flammable and Combw~teble Liquids on Farnu~ and sated at the top of the tank. Isolated Construction Projects. Authority Having Jurisdiction. 'I'hc "authority having 1.1.7.6 Liquids without flash points that can be flamma- Jurisdiction" is the organization, othce or individual ble under some conditions, such as certain halogenated responsible for "approving" eympment, an mstallacion or a hydrocarbons and mixtures containing halogenated hydro- pt ocedw e. carbons. (See NFPA 321, Standard on Basic Classification of Flmrroutb(e and Combustible Liyndds.) NOl-F.: The phrase "au[honty huvingjut,isdittem is used in NFPA documents in a broad manner sure jurisdictions and "approval" agencies vary as du their responsibilities. W'heu ublic sotto is riman the "authotit~ hactn uris- 1.1.7.7 Storage and handling of aerosol products. These P P gJ reyuircments are covered separately in NFPA 306, Code for d'cuon any be t federal, st nc local or other regional the Mtumfacture and Storage of Aerosol Pt'odudt. deem tmuu or indntdu d such n a fire chief lue marshal, dnef nI a hre prec canon bureau, labor department, health department. bolding oliicial, electrical inspector, or others 1-1.7.8 Mists, sprays, or foams. having st:vutrtrv authority. For insurance purposes, an insurance utspecunn departinent, rating bureau, or other insurance company representative may be the "authority 1.1.8 Installations made in accordance with the applica- having jurisdiction" In many circumstances the property ble requirements of standards of the National Fire Protec- ow tier or his designated agent assumes the role of the [ion Association: NFPA 30A, Automatic anti Marine Sezoiee author nr having but tsdiction', at gorernment instillations, the commanding olLrer or depan mental official may be the S(a(iora Corte, NFPA 32, Standard far Drycleanzng Plaats; "audtot a} hacmgtw isdicnon.' NFPA 3;5, Standard for Spray Application Usntg Flammable oral Combustible hlnterials; NFPA 34, Standard for Dififring and Barrel. A volume of 42 G.S. gal (153.9 L). Coaling Processes Ueing Flammable or Combustible Liquids; NFPA 3G, Stmrdard far Uze Manuf¢cture of Organic Codlings; Basement. A story of a building or sn-uctw-e having t/y NFPA 36, Standard for Solvent Extractiorz Plan Ls; NFPA 37, or more of its height below ground level and tit which Standard for [he /rtitallation and Use of St¢lionaoy Combustion access for lire fighting purposes is unduly resti'ic[ed. Engines and Ga.c Turbinea'; NFPA 45, Standard ort Fire Protec- tima jot Lnbmrzlories (Ising Chemicals; and Chapter 10 of Boiling Point. The temperature at which a liquid NFPA 99, Standard for Heahh Care Facilities, shall be exerts a vapor pressure of 14.7 Asia (760 mm Hg). ANhere deemed to be in compliance with this code. an accurate boiling point is unavailable fm' the material in question, or for mixtures [ha[ do not have a constant boil- I-1.9 Metrication. If a value for measurement as given ing point, for purposes of this code the IO percent point of in this standard is followed by an equivalent value in other a distillation pertbrmed in accordance with ASTM ll 86-32, units, the first stated is regarded as the requirement. The Standm~d hfeUiod of Test fm' Distillation of Petroleuut Produclr, given equivalent value may be approximate. may be used as the boiling point of the liquid. 1-2 Definitions. Boil-Over. An event in the burning of ccrtaiu oils in an open top tank when, offer a long period of quiescent burn- Apartment House. A building or that portion of a ing, there is a sudden increase in fire intensity associated building containing more than nvo dwelling units. with expulsion of burning oil ti-om the tank. boil-over occurs when [he residues from surface burning become Approved. Acceptable to the "authority having jw-is- more dense char the unburned oil and sink below the sur- diction." face to fimn a hot layer, which progresses downward much taster than the regression of [ire liquid surface. When this NO'FF.: "hhc National Fire Protection Association does not hot layer, called a °heat wave,° reaches tooter' or wa~e~'-in- approve, inspect or crnify any installations, procedures, oil emulsion in the bottom of [he tank, the water is firs[ equipment, car material nor does it approve or evaluate test- superheated and subsequently boils almost esplosivcly, ing laburttmics. In determining the acrcptability o(instal- overflowing die tank Oils SUh~cel [o boil-acct consist of lauons or procedures, equipmem or m:ucrials, the author- components having a wide range of boiling points, includ- in' baring jurisdiction may base acceptmce on compliance with NFPA or other approprime standards. In the absence mg both light ends and vtsaxts residues. Fhese characler- ul sorb srtnd:u-ds, said -authority may require evidence of isties arc preseu[ in most m'ude oils And can be produced pt qt r installation, pnxcdwe or use. l hr mth rrity has ing in s'ynlhenc mixtures. putsahc tion m ty also refer to the listings or labeling prtc- tius tan organisation cnncented with pmduu evaluations NU'I h~ A boil-carer is an enti reFr dil7•mnt phenonrenon wiurh is in a povuon m determine compliance witb appnt- from aslop-over or linth~nrr. Slop-over invokes a minor prism standards for the cw-rent produgion oC lis-ted items. frothing that odors when w;uer is sptaced onto the bot 1990 Edition GENERAL PROVISIONS 3~-g • surface of a burning oil. Frotb-over is not associated with a (a) The flash point of a liquid having a viscosity less than fire but results when water is present or enters a tank con- 45 SUS at 100°F (;37.8°C) and a flash point below 200°F raining hot viscous oil. Upon mizing, the sudden convey- (93°C) shall be determined in accordance with AS"I'M D 56, sion of water to steam causes a portion of the tank contents Standard Method nl Test fm~ F[ash Point by Uie Tng Closed Cup to overflow. Testes. Bulk Plant or Terminal That portion of a propern' (b) The flash point of a liquid having a viscosity of 45 • where liquids are received by tank vessel, pipelines, tank SUS or more at 1(10°F (37.8°C) or a flash point of 200°F car, or tank vehicle and are stored or blended in bulk for (g3°C) or higher shall be determined in accordance with the purpose of distributing such liquids by tank vessel. ASTM D g3, Sta~utard JieUtod of Test for Flash Point by the pipeline, tank car, tank vehicle, portable tank, or con- penskv-Martens C[osvd Tester. tamer. (c) As an alternate, ASTM D '3278, Standard Method of Chemical Plant. A large integrated plant or that por- Tests for Flash Point of Liquids by Setaflash Closed Tester, may tion of such a plant other than a refinery or distillery be used for paints, enamels, lacquers, varnishes, and where liquids are produced by chemical reactions or used related products and their components having flash points in chemical reactions. between 32°F (0°C) and 230°F (110°C7 and having a viscos- ity lower than 150 stokes at 77°F (25°C)- Closed Container. A container as herein defined- so (d) As an alternate, ASTM D `3828. Stmidard Test Methods sealed by means of a lid or other device that neither liquid for Flash Point by Sr[al]aslt Closed Tester. may be used for nor vapor will escape from it at ordinary temperatures. materials other than those for which specific Se[aftash Combustible Liquids. (See Liquid.) Methods exist. Fugitive Emissions. Releases of Hammable vapor that Container. Any vessel of 60 U.S. gal (227 L) or less continuously occur from process equipment during normal capacity used for transporting oc scoring liquids. operations. These include leaks from pump seals, valve Crude Petroleum. Hydrocarbon mixtures that have a Packing, flange gaskets, compressor seals, process drains, flash point below 150°F (65.6°C) and that hate not been etc processed in a refinery. Hazardous Material or Hazardous Chemical. Material Cryogenic Liquid. A refrigerated liquid gas having presenting dangers beyond the fire problems relating to • I a boiling point below -130°F (-90°C) at atmospheric pees- flash point and boiling point. These dangers may arise sure. from but are not limited to toxicitc, reacucity, instability, or corrosvtty. Distillery. A plant or that portion of a plant where liq- uids produced by fermentation are concentrated and Hazardous Materials Storage Locker. A relocatable where the concentrated products may also be mixed, prefabricated structure, manufactured primarih~ at a site stored, or packaged. other than the final location of the structure and trans- ported completely assembled or in a read}'-to-assemble Dwelling. A building occupied exclusively for resi- package to the final location. It is intended to meet local, deuce purposes and having not more than two dwelling state, and federal requirements for outside storage of haz- units or as a boarding or rooming house serving not more ardous materials. than 15 persons with meals or sleeping accommodations or both. Hazardous Reaction or Hazardous Chemical Reaction. Reactions that result in dangers beyond the fire problems Dwelling Unit. One or more rooms arranged for the relating to flash point and boiling point of either the reac- use of one or more individuals living together as a single tams or of the products. These dangers may include but • housekeeping unit, with cooking, living, sanitary, and are not limited to tazic effects, reacuon speed (including sleeping facilities. detonation), exothermic reacuon, or production of unsta- ble or reactive materials. Educational Occupancy. The occupancy or use of a building or s[ruaure or any portion thereof by persons Hotel. Buildings or groups of buildings under [he assembled for the purpose of learning or of receiving edu- same management in which there are sleeping accommo- cational instruction. lotions for hire, primarily used by u-ansients who are lodged with or without meals, including but no[ limited to Fire Area. An area of a building separated from the inns, clubs, motels, and apartment hotels. remainder of the building by construction having a fire resistance of a[ least 1 hr and having all communicating Incidental Liquid Use or Storage. Use or storage as a openings properly protected by an assembly having a fire subordinate activity to that which established the occu- resistance rating of at least I hr. panty or area classification. • Flash Point. The minimum temperature at which a liq- Institutional Occupancy. The ocatpancy or use uF a uid gives off vapor in sufficient concentrauon to them an building or structure or ant poruon thereof by persons igmuble mixture with air near the surface of the liquid harbored or detained to receive medical, charitable, or within the vessel as specified by appropriate test procedure other tare or treaunen[ or by persons involuntarily and apparatus as ti>Ilows: detained. 7990 Edmon 3~-10 FLAM MAa(.E ANU COMISCS'IIOLt: L[QUf[)ti (IOUE Labeled. Equipment or materials to which has been Mercantile Occupancy. 'Fhe occupancy or use of a attached a labeh symbol or other identifying mark of an building or structure or any portion thereoF f2tr the dis- organization acceptable to the "authority having jurisdic- playing, selling, or buying of goods, wares, or merchan- [ion" and concerned with product evaluation, that main- dise. tains periodic inspection of production of labeled equip- ment or materials and by whose labeling the manufacturer Occupancy Classification. The system of defining the indicates compliance with appropriate standards or perfor- predominant operating characteristic of a portion of a ~ mance in a specified manner. building or plan[ for purposes of applying relevant sections of this code. This may include but is not limited to dis[illa- ~ Liquefied Gas. A gas that, under its charged pressure, tion, oxidation, cracking, and polymerization. is pm-tially liquid at 70°F (21°C). Office Occupancy. The occupancy or use of a building Liquid. Nor the purpose of this code, any material that or structure or any portion thereof for the transaction of has a fluidity greater than that of 300 penetration asphak business or the rendering or receiving of professional ser- when tested in accordance with ASTM D 5, Test for Penetra- vices. tiort for Bitumi rotes Materials. When not otherwise identi- _ fled, the term liquid shall mean both flammable and coin- Operating Unit (Vessel) or Process Unit (Vessel). Ttte bustible liquids. equipment in which a um[ operauon or amt pracess is conducted. (See also deft nitiore of °UniL O)reraliwa or Unit Pro- CmnGusGh(e Liquid. 9 liquid having a flash point at or cess. above Il)(1°F (37.8°C). Operations. A general term that includes but is not Gnubus[ible liquids shall be subdivided as follows: {imited to the use, transfer, storage, and processing of liq- Class lI liquids shall include those having Hash uids. points at or above 100°F (37.8°C) and below 140°F (60°G). Outdoor Occupancy Classification. Similar to occu- Class IIIA liquids shall include [hose having flash panty classification except [hat it applies to outdoor oper- points at nr above 140°F (60°G) and below 200°F (93°C). aeons not enclosed in a building or shelter. Class I I II3 lie{uids shall include [hose having flash Portable Tank. Any closed vessel having a liquid capac- points at or above 200°F (93°C). ity over 60 U.S. gallons (2`27 L) and not intended fin' fixed installation. • Flauunable 1.iquad. A liquid having a flash point below 100°F (37-H°C) and having a vapor pressure not exceeding pressure Vessel. Any fired or unfired vessel within the 40 psia ('L 068 mm Hg) at 100°F (37.8°C) shall he known as scope of the applicable section of [he ASMN: Bailer artd Pres- a Class (liquid, sure Vessel Code. Class I liquids shall he subdivided es follows: process or Processing. An integrated sequence of Class lA shall include those having flash points operations. The sequence may be inclusive of both physical below 73°F (22.8°C) and having a boiling point below and chemical operations, unless the term is modified ro 100°F Rf 7.ri°C), restrict it to one or the other. "Fhe sequence may involve, Class 16 shall include those having flash points but is not limited to, preparation, separation, purification, hclow 7:i°f (22.8°C) and having a boiling point a[ or above or change in stale, energy content, or composition. I00°P (37.8°(•). Protection for Exposures. Fire protection for struc- Class 1C shall include those having flash points a[ or feces on property adjacent to liquid storage. Fire protec- aboce 7:S°P (22.ri°C) and below 100°F (37.5°G). tion for such structures shall be acceptable when located either within the jurisdiction of any public fire department Listed- Equipment or materials included in a list pub- or adjacent to phuns having private hre brigades capable of lished by :m organization acceptable to the "authority hav- providing cooling water streams on structures on property ing jurisdiction" and concerned with product evaluation, adjacent to liquid storage. that maintains periodic inspection of production of listed equipment or materials and whose listing states either that Refinery. A plant in which flammable or combustible the equipment or material meets appropriate standards of liquids are produced on a commercial state from crude has been tested and Freund suitable for use in a specified petroleum, natucal gasoline, or other hydrocarbon nuuuter. sources. NO'fl!: 'nc~ means far idem if)•ing listed equipment may Saf¢ty Can. An approved container, of no[ more than vary Ibr ca<h organization concerned wish product evalua- 5 gal (18.9 L) capacity, having a spring losing lid and lion, aumc u( which do not recognize equipment as listed spout Cover and so designed Chat it will safely relieve inter- unles it is also labeled. "I he "authority having jurisdiction" real pressure when subjected to Lire exposure. should otilizc the system empk~ycd by the listing organiza- d„n to ateniily a listed product. Secondary Containment Tank. A tack having an inner Law-Pressure Tank. A storage tank designed to with- and outer wall with an interstitial space (annulus) between • stand :m internal pressure above 0.5 psig (3.5 kPa) but not and having means for monitoring the interstitial space for more th:m l5 psig (10;1.4 kPa) measured at the top of the 'a leak in either wall. Secondary containment t.mks are of tank. either Type I or Type [1 construction. 1990 Edition GENERAL PROVItilONS $~-I I 7jpe 7. A primary oink wrapped by an exterior shell Vapor Pressure. l"he pressure, mcasu red in Asia, that is m direct nnnact with it. The exterior shell may or exerted by a volatile liquid as determined by AS"CM D may not wrap the full 3G0 degree circumference of the pri- 323, Sdartdnnl McUrnrl o/ 7'v+l ~or I n/rnr Prrasu rv of Pehroleenn nary tank. R-ndxeds (Reid hlv7hod). l ype /I. A primary tank wrapped by an exterior shell Vapor Processing Equipment. "Those components of a that is physically separated from it by stand-offs and wraps vapor processing scstem designed to process vapors or liq- the full 360 degree circumference of the primary tank. aids captured during filling opcrntious at aen~ice stations, bulk plants, or tennusls. Separate Inside Storage Area. A room or building used For the storage of liquids in containers or pormble Vapor Processing System. A system designed to cap- tanks, separated from other types of occupancies. Such lure and process vapors- displaced ritving filling operations areas may include: at service stations, bulk plants, or terminals by use of /rtsirly Romn. A room totally enclosed within abuild- mechanical and/or chemical means. Examples arc systems • using blower-assts[ fire capturing vapors and refrigeration. urg and haying no exterior walls. absorption, and combustion stems fbr processing vapors. Cut-Ofj Room. A room within a building and having Vapor Recovery System. A scstem designed to capture at least one exterior wall. and retain, without processing, vapor displaced during Attrnhrd Building. A building having only one mm- tilling operations at scrvim stations, bulk plants, or [ermi- mon wall with another building haying other types of Deco- oats. Examples are balanced-pressure vapor displacement systems and caamm-assn[ systems without vapor pro- pancies. ccssing. Service S[a[ions. Ventilation. As specified iu this code, een[ila[ion is for Au(omotive Svn~irv S(n[iou. '1"hat portion of a property the prevention of fire and explosion. It is considered ade- where liquids used as motor timis are stored and dispensed quate if it is sufficient to prevent accumulation of signifi- from fixed equipment into the fuel tanks of orator vehicles eau[ quantities of vapor-air mistnres in concentrations Deer and shall include atrv facilities available fin- the sale and one-fourdt of the lower flammable limit. service of tires, batteries, and accessories and fire minor automotive maintenance work. hfajor automotive repass, Warehouses. painting, and bode :std fender work arc excluded. Geuvru [-Ptu-po,cr II"n rrhouo'v. A separate, detached bfarbte Srrvirv Statimr. 'T'hat portion of a property. building or portion of a building used only for where liquids used as fuels are stored and dispensed ti-om warehousing-[ppe operations. fixed equipment on shore, piers, wharves, or floating docks into the fuel tanks of selGpropelled craft, including all Facil- :vOI h-: AYarehousing operuiuus raft reed to above arc those operations not accessible to the public and inehide hies used in connection thet'ewith. general purpose, merchandise duu'ibutiou, and indusu-ial warehouse-type operations. Smrire S(ation Located inside Buildings. That portion of an automotive sen~ice station located within the perimeter L.Iquid Wnreltwtse. :A sepnrale, detached building or of a building or building structure that'also contains other attached building used tin warehousing-type operations occupancies. ~fhe service station may be enclosed or par- for liquids. Bally enclosed be the building walls, floors, ceilings, or par- titions or may be open m the outside. The servtce station Wharf Any dock, pier, bulkhead, or other structure dispensing area shall mean th:u area of the service station over or contiguous to navigable water with direct physical required for dispensing of fuels [o motor rehides. Dispens- access ti-om land, [he primary fimction of which is the trig oC fuel at manufacturing, assembh=, and testing opera- transfer of liquid cargo in bulk between shore installations [ions is not included within dris definition. and any tank vessel, such as a ship, barge, lighter boat, or other mobile floating a-aft. Stable Liquid. Any liquid not defined as unstable. Storage Tank. Any vessel having a liquid capacity' 1-3 Storage. Liquids shall be stored in tanks or in con- exceeding 60 gal (_'27 L) and intended for filed instdla- tamers in accordance with Chapter ? or Chapter lion. !-4 Pressure Vessel. All new pressure vessels containing Unit Operation or Uni[ Process. A segment of a phys- liquids shall comply with I-~.I, I-4.`?, or L4.3, as applicable. teal or chemical process that may or stay not be integrarod with other segments u> aatsutu to the manufacturing 1-4.1 Fired pressure vessels shall be designed and con- sequence. strutted in accordance with Seaiou 1 (Power Boilers), or Section VIII, Division I or Uicision 2 (Pressure Vessels), as Unstable Liquid. A liquid [ha[, in the pure state or as aPPlicable, of the AS~t F. boiler-mot Preyao~e Vrsa'v1 Code. commercially pradnced or n-ansported, will vigorously poh~merize, decompose, undergo condensation reaction, I-43 Unfired presnur vessels shall be designed and aa* or hecome self=reactive under conditions of shock, Ares- strutted in accordance with Section l'III, Division I or sure, or temperature Division 2, of the ASM1I k: Boiler curd Prrscarv ['essvl Cnrly. 1990 EO~Iion 3~-12 ELAMMARLE AND COMRUSIIRLE LIQUIUI CODE 1-4.3 Fired and unfired pressure vessels that do not con- 2-2.2.2 Meml tanks shall be welded, riveted, and caulked, form to I-4.1 or 1-42 may be used provided approval has or bolted, m- constructed by use of a combination of these been obtained from the state or other governmental juris- methods. diction in which they are to be used. Such pressure vessels are generally referred to as "State Special" 2-2.3 Atmospheric Tanks. 1-5 Exits. Egress from buildings and areas covered by 2-2.3.1 Atmospheric tanks, including those incorporating this code shall he in accordance with NFY.A 10l Lije S¢fety secondary containment, shall be built in accordance with Code.® recognized standards of design or approved equivalents. Atmospheric tanks shall be built, installed, and used within ~ the scopes of their approvals or within the scopes of any of the tbllowing: Chapter 2 Tank Storage (a) Underwriters Laboratories Inc., Standard for Steel Abaveground Tanks for Flammable and Cmnbastible Caquids, UL 2-1 Scope. This chapter shall apply to aboveground, 142; Standard for Steel Undergrourul %'a nks for Flammable and ~e underground, and inside storage of liquids in fixed tanks Combustible Liquids, UL 58; or Standard for Steel Inside Tanks and in portable tanks whose capacity exceeds 660 gal for Oil Burner Fuel, UL 80. ~ (2500 L). (b) American Petroleum Institute Standard No. 650, Wefded Steel Tanks for Otl Storage, Sixth Edition. 2-2 Design and Construction of Tanks. (c) American Petroleum Insumte Specifications 12B, Bolted %'anks far Storage of Production Liquids, Twelfth Edi- 2-2.1 Materials. Tanks shall be designed and built in tion; 12D, h'ield Webded %'anke~ for Storage of Production Liq- accordance with recognized good engineering standards aids, Eightb Edition; or 12F, Shop Welded Tanks for Storage for the material of construction being used and shall be of of Prndaection Liquids, Seventh Edition. steel or approved noncombustible material, with the fol- (d) American Society fbr Testing and Materials, Standard lowing limitations and exceptions: Specification for Gloss-Fiber Reinforced Polyester Underground (a) -the material of tank construction shall be compati- Petroleum Storage Tanks, ASTM D 40Y 1. ble with [he liquid to be stored. In case of doubt about the (e) Underwriters Laboratories Inc., Standard jor Glass- properties of the liquid to be stored, the supplier, pro- Fiber Reinforced Plastic Uudergroeuul Slwnge %'anks for Petro- ducer of the liquid, or other competent authority shall be leum Products, UL 1316. consulted. ~ 2.2.3.2 Low-pressure tanks and pressure vessels may be (b) Tanks constructed of combustible materials shall be used as atmospheric tanks. ~ subject to the approval of the authority having jurisdiction and limited to: 2-2.3.3 Atmospheric tanks shall not be used for the stor- I. Installation underground, or age of a liquid at a temperature at or above its boiling point. 2. Use where required by the properties of the liq- uid stored, or 2.2.4 Low-Pressure Tanks. 3. Storage of Class IIIB liquids aboveground in 2-2.4.1 The normal operating pressure of the tank shall areas not exposed to a spill or leak of Glass I or Class II not exceed the design pressure of the tank. liquid, or 4. Storage of Class IIIB liquids inside a building 2.2.4.2 Low-pressure tanks shall be built in accordance protected by an approved automatic Fire extinguishing sys- with recognized standards of design. Low-pressure tanks tem. may be built in accordance with: (a) American Petroleum Institute Smndard No. 620, (c) Unlined concrete tanks may be used for scoring liy- Recommended Rules for the Design mad Cmrs~tnrction of Large, _ aids having a gravity of 40 degrees API or heavier. Con- Welded, Low-Pressure Storage Tanks, Fifrh Edition. _ Crete tanks with special linings may be used for other see- (b) The principles of the Code for Unfired Pressure Vessels, vices provided the design is in accordance with sound Section VIII, Division I of the ASME Boiler mad Pressure engineering practice. Vessel Code. (d) Tanks may have combustible or noncombustible tin- 2-2.4.3 Tanks built according Ur Underwriters Laborato- mgs. The choice of a suitable protective lining shall depend upon the properties of the liquid stored. ties Inc requu'emen[s in 2-2.3.1 may be used for operating • pressures no[ exceeding 1 psig (1i.9 kPa1 and shall be lim- (e) Special engineering amsideration may be required if ited to `2.5 psig (I7.2 kl'a) under emergency venting condi- the specific grivuv of the liquid u> be stored exceeds that [ions. of water or if the tank is designed to contain liquids at a liquid temperature below 0°F (-17.8°C). 2.2.4.4 Pressure vessels may be used as low-pressure tanks. 2-2.2 Fabrication. 2.2.5 Pressure Vessels. • 2.2.2.1 Tanks may be of any shape or type consistent with 2-2.5.1 "fhe nrn'mal operating pressw~c of the vessel shall sound engineering design. not exceed the design pressure of the vessel. 1990 Etlition eevEenLreovtsous 30-11 Type I. A primary tank wrapped by an exterior shell Vapor Pressure. The pressau"e, measured in Asia, that is m direct contact with it. "fhe exterior shell may or exerted by a volatile liquid as determined by AS"fM ll may not wrap the full 360 degree circumference of the pri- 323, Slanrlard hleUnnl of Tee( for Vapor !'rescnre aJ Petra[etun mary tank. Products (Reid MrUaul). Trype A primary tank wrapped by an exterior shell Vapor Processing Equipment. Whose components of a that is physically separated from it by stand-offs and wraps vapor processing system designed to process vapors or liq- the full 360 degree circumference of the primary tank. uids captured during filling operations at service stations, Separate Inside Storage Area. A room or building bulk plants, or terminals. used for the storage of liquids in containers or portable Vapor Processing System. A system designed to cap- tanks, separated from other types of occupancies. Such cure and process vapors displaced during filling operations areas may include: at service stations, bulk plants, or terminals by use of Inside Roone. A room totally enclosed within abuild- mechanical and/or chemical means. Examples are systems • ~ ~ ~ using blower-assist fur capturing vapors and refrigeratioq mg and having no exterior walls. absorption, and combustion systems fbr processing vapors. Cut-OJj Romn. A room within a building and having Vapor Recovery System. A svstem designed to capture at least one exterior wall. and retain, without processing, vapors displaced during Atfadted Bui/ding. A building having only one coin- filling operations at service stations, bulk plants, or termi- nals. Examples arc balanced-pressure vapor displacement moo wall with another building having other types of occu- systems and vacuum-assist svs[ems without va or m- pancics. P P cessing. Service Stations. Ventilation. As specified in this code, ventilation is for Au[mnofive Service Station. That portion of a property the prevention of fire and explosion. It is considered ade- where liquids used as motor Fuels are stored and dispensed qua[e if it is sufficient m present acaunulation of signifi- from fixed equipment into the fuel tanks of motor vehicles cant quantities of vapor-air mistw-es in concentrations over and shall include any facilities available for the sale and one-fourth of the lower flammable limit. service of tires, batteries, and accessories and for minor • automotive maintenance work. Major automotive repairs, Warehouses. painting, and body and fender work are excluded. General-Parpose Warehoe.cr. A separate, detached Marine Sendce Sialian. That portion of a property building or portion of a building used only for where liquids used as fuels are stored and dispensed ham warehousing-type operations. fixed equipment on shore, piers, wharves, or floating docks into the Cuel tanks of self-propelled craft, including all facil- n'O7~E: Warehousing operations referred to above are i[ies used in connection [herewith. those operations not accessible iu the public and include general purpose, merchandise, disu-ibutiou, and industrial warehouse-type operations. Service S[atiooa Located inside Bueldangs. That portion of an automotive service station located within the perimeter Lignad Wa relaowe. A separate, detached building or of a building or building structure [hat also contains other attached building used for warehousing-type operations occupancies. "Che service station may be enclosed or par- for liquids. Bally enclosed by the building walls, floors, ceilings, or par- titions or may be open [o the outside. The service station Wharf. Any dock, pier, bulkhead, or other structure dispensing area shall mean that area of the service station over or contiguous to uavigablc water with direct physical required For dispensing of fuels to motor vehicles. Dispens- access from land, [he. primary function of which is [he ing of Inel at manufacturing, assembly, and testing opera- transfer of liquid cargo m bulk between shore installations eons is not included within this definition. and any tank vessel, such as a ship, barge, lighter boat, or other mobile Iktating craft. Stable Liquid. Any liquid not defined as unstable. Storage Tank. Any vessel having a liquid capacity 1-8 Storage. Liquids shall be stored in tanks or in con- exceeding 60 gal (227 L) and intended for fixed insCtlla- tamers in accordance with Chapter ? or Chapter 4. • uon. I-4 Pressure Vessel. All new pressure vessels containing Unit Operation or Unit Process. A segment of a phys- liquids shall comply with I-4.1, 1-42, or I-4.3, as applicable. ical ur chemical process that may or may not be integrated with other segments to co nsu to to [he manu Factoring 1.4.1 fired pressure eess'els shall be designed and con- sequence. strutted in accordance with Section I (power Boilers), or Section VIII, Divisimt I or llicision ? (pressure Vessels), as Unstable Liquid. A liquid that, in the pure state or as aPPlicable, of the ASM L': Hniler and Pn-asurr V~-cur! Cnde. commercially produced or transported, will vigorously pnhmerize, decompose, undergo condensation reaction, 1-43 Unfired pressure vessels shall be designed and con- or become self-reactive under conditions of shock, Ares- strutted in accordance with Section VIII, Division 1 or sure, or temperature. Division 2, of the AS~IE Boilrr Drat Po~esnar Vrsw~l (brie. 1990 Etlitioh 30-12 eu+tntnat.e,wo comecSflnt,e t,tuums cone 1-4.3 Fired and unfired pressure vessels that do not con- 2-2.2.2 Metal tanks shall be welded, riveted, and caulked, _ form to I-4.1 or 1-4.2 may be used provided approval has or bolted, or constructed by use of a combination of these been obtained from the state or other governmental juris- methods. diction in which they are to be used. Such pressure vessels are generally referred to as "State Special." 2-2.3 Atmospheric Tanks. 1-5 Exits. Egress from buildings and areas covered by 2-2.3.1 Atmospheric tanks, including those incorporating this code shall be in accordance with NFPA /01 ®Life Safely secondary containment, shall be built in accordance with Code.® recognized standards of design nr approved equivalents. Atmospheric tanks shall be built, installed, and used within the scopes of their approvals or within the scopes of any of the following: Chapter 2 Tank Storage (a) Underwriters laboratories Inc, Standard for Steel Aboveground Tanks (or Flammable and Cmnbustible Liquids, UL 2-1 Scope. 'This chapter shall apply to aboveground, 142; Standard for Steef L'raderground Tanks far Flammable and underground, and inside storage of liquids in fixed tanks Combaatible Liquids, UL 58; or Stnndarl jor Steel Inside %'anks and in portable tanks whose capacity exceeds 660 gal for Oil Beerner Fuel, UL 80. (2500 L). (b) American Petroleum Institute Standard No. 650, Welded S[eef Tmaks for Oil Storage. Sixth Edition. 2-2 Design and Gonstruetion of Tanks. (c) American Petroleum Institute Spedfications 12B, Bolted Tanks for Storage of Prodttrtion Liquids, Twelfth Edi- 2.2.1 Materials. Tanks shall be designed and built in lion; 12D, Field FCelrled %'mrke~ for Storage of Produdion Llq- accordance with recognized good engineering standards aids, Eighth Edition; or 12F. Shop 19elded Tanks /or Storage for the material of construction being used and shall be of of P[~oductiora %.fquids, Seventh Edition. steel or approved noncombustible material, with the fol- (d) American Society for Testing and Materials, Standard lowing limitations and exceptions: Specification for Cfnss-Fiber Reira_/orred Polcester Uruierground (a) The material of tank construction shall be compati- Pvh-oleum Storage Tmiks, ASTM D -k021. ble with the liquid to be stored. In case of doubt about the (e) Underwriters Laboratories Inc, Standard far Glass- properties of the liquid to be stored, [he supplier, pro- Fiber Reinforced Plnetic Underground Starnge T¢nks far Petro- ducer of the liquid, or other competent authority shall be (elan products, UL 1316. consulted. ~ 2-2.3.2 Low-pressure tanks and pressure vessels may he (b) Tanks constructed of combustible materials shall be used as atmospheric tanks. subject to the approval of the authority having jurisdiction and limited to: 2-2.3.3 Atmospheric tanks shall not be used for the stor- l. Installation underground, or a~enof a liquid at a temperature at or above its boiling P 2. Use where required by the properties of [he liq- uid stored, or 2-2.4 Low-Pressure Tanks. 3. Storage of Class IIIB liquids aboveground in 2-2.4.1 The normal operating pressure of the tank shall areas not exposed to a spill or leak of Class I or Class II not exceed the design pressure of the tank. liquid, or 4. Storage of Glass IIIB liquids inside a building 2.2.4.2 Low-pressure tanks shall be built in accordance protected by an approved automatic fire extinguishing sys- wtth recognized standards of design. Lose-pressure tanks may be built in accordance with: tem. (a) American Petroleum Institute Standard No. 620, (c) Unlined concrete tanks may be used for scaring liq- /2eeommzuded Rtdrs for the Design and CavYn~ction of Large, ~ aids having a gravity of 40 degrees API or heavier. Can- Welded, Lov-Pressure Storage Tmtks, Fifth Edition. Crete ranks with special linings may be used for other see- (b) "Ihe principles of the Code Jirr Onfired Pressure Vessels, vices provided the design is in accordance with sound Section VIII, Division 1 of the AS:1tE Bniler ¢nd Pressw'e engineering practice. Vessel Code. (d) Tanks may have combustible or noncombustible lin- 2-2,4.3 Tanks built according to Underwriters Laborato- mgs. The choice of a suitable protective lining shall depend vies Inc. requirements in 2-2.3.1 nta}' be used for operating upon the properties of the liquid stored. pressw~es not exceeding 1 psig (1i.0 kPa) and shall be lira- (e) Special engineering consideration may be required if ited to 2.5 psig (17.2 kF a) under emergent} venting condi- the specific gravit}' of the liquid to be stored exceeds that uotts. of water or if [he tank is designed to contain liquids at a liquid tempcru are below 0°F (-17.8°C). 2-2.4.4 Pressm-e vessels may be used as low-pressure tanks. 2-2.2 Fabrication. • 2.2.5 Pressure Vessels. 2.2.2.1 "Fanks may be of any shape or type consistent with 2.2.5.1 The normal operating pressure of the vessel shall sound engineering design. not exceed the design pressure of the vessel. 1990 Etlition ~~~L~f~i~,,j' ~t _7 5 v- ~ ,a Town Hall, 53095 Main Road P.O. Box 1179 rJ Southold. New York 1 1971 ~ ,-'y,:z%"'~ TELEPHONE (516)7fi5-1938 PLANNING BOARD OFFICE TOWN OF SOIITHOLD C~c~-ob e tz 18 ,19 89 Suffolk County Planning Commision H. Lee Dennison Executive Office Building - 12th Floor Veterans Memorial Highway Hauppauge, New York 11788 Attention: Mr. Charles G. Lind, Chief Planner Subdivision Review Division Gentlemen: Pursuant to Section A14-24, Suffolk County Administrative Code, the Southold Town Planning Board hereby refers the following proposed subdivision to the Suffolk County Planning Commission: Map Of - h!„H,»,nf bgfr ,~'Jaa,oN ~~R'.ItL Hdlfllet/LOCd11ty~Sr Mq(t l~ ~So of t}o~D S.C.D.P.W. Topo No.: Zoning ~ 4~ S.C. Tax Map No.: 170 - 31 - 3 - lt~a5 Major Sub. Minor Sub. X Site Plan Cluster MATERIAL SUBMITTED: Preliminary Plat (3 copies) x Road Profiles (1) ~,kd ~ls~eq ~a:i~1a9 Drainage Plans (1) To ogroaphical Map (1} .~iaq Site Plan (1) Grading Plan (1) Other materials (specify and give number of copies) Keay„ne ~Ilecla%kC~.~ w ecl 1a~ ~ann.rJ6 ~e~tact Waiver of Subdivision Requirements - See attached sheet CONTINUED REFERRAL CRITERIA: SEQRA STATUS• 1. The project is an (Unlisted) (Type I) (Type II) Action. 2. ANegative (Positive Declaration) (Determ. of Non-Significance) has been adopted by the Planning Board. 3. E.I.S. statement enclosed. (yes) 4. The proposed division has re•~eived approval from the S.C. Dept. of Health. (Yes) ,NO R~.u~. A~s.i~iigsy COMMENTS: We request acknowledgement of receipt of this referral (Yes) no Referral received 19 by Suffolk County Planning Commission and assigned File No. Very truly yours, BENNETT ORLOWSKI,JR. CHAIRMAN jt revised: 3/8/89 ' S > i ~ ~ `l, y ~ ' $ ~ J ~ y~ ~ Town Hall, 53093 Main Road ~ ~ Y P.O. Box 1 179 ~ ' ~ w~' Southold. New York 1 1971 "i ' TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 10/16/89 William Moore P.O. Box 23 Suite 3 Clause Commons Mattituck, NY 11952 RE: Firewell location for High Point Section III SCTM #1000-31-3-11.25 Dear Mr. Moore: Enclosed please find a copy of the map indicating the fire well location as requested by the East Marion Board of Fire Commissioners. Please include this on your final mylar map. If you have any questions, please do not hesitate to contact this office. Very aruly yours, '.''BENNETT ORLOWSKT;JR'.'~' ' CHAIRMAN enc. jt i a~~o~, ~~~a oaf a o?k8a~ ~ ~`\~Z~ 2s $ y~9' ~Oti'\ol\ k~o~ `~5 O 5''~ s . pv c~ fl 6`y ~~f~ / O O F ba ~ d°w: s o p' ~ ~ 3 .S O jai QSiS-9? 4q'o ~S °b ~ O ~Oa. ye v\v' oq3.. 'sod ty ~c w~ 2d~ ~a~ 9 v3~~ ~ ~'+~~c a c o°o p tS 3s N ~c'~ i °4 N J 4yf ti ~ i8 y~ X03 CY ~ rs R J S'~'G ~ ~ 4 ~G~~ ~5 ~ / S `S ~ Q~rs~ ~ ~ ~ y z. ~ ~y Sri rY' q has ~ gq ~o l3 ~~s~s~~i~ ~ce~veA rr,G~QOm ~~r2 ~~SVFFO(K^ f17--~~ J~-iH~i y~ y - ~MM~ssioNef2 Wt~I~ ~a`q ion ~ ~ `T`+`Q- ~ Pyt~S 6y°o -w,~. o~ ~,re ~l\ . T1.pRe ~aS o ~ pr~goq no-~e t~a~ r-o-w is ~1 `~o ~ loop fYCCQis re8~ir~ ! 00' ~ PLANNING BOARD OFFICE c4 ~avpe"~'eR. A~(so~ Sc0.~21 TOWN OF SOUTHOLD c~fi9~ is ~4~1QC` ~~^co(fQC\'y, n Scq(Q sa~ys I:SO• Qca~n 1989 l: loo, -11,:s main be 'i4e cq~,,se f .',oseph Cherepowich, Secretary East Marion Fire Commissioner East Marion Fire Department P.O. Box 131 .<<~ East Marion, New Yerk 11939 Dear Mr. Cherepowich: Enclosed ple1ase find the survey for ~i~b,~ir~~ q l ~c,ct /]/~ari`nN SeC'~ior~ ~~2P~ Please notify this office as to whether any firewells are needed. Please specify whether shallow wells or electric wells will be needed. Please reply by /D 1989. Thank you for your cooperation. I 91x8/89 ,._-.Very truly o r Ma ,•S vk a5 ~'S ' CCLY'' to P ~,o,v o-~ .~.rc~ it BENNETT oRLOwsRI,.Tx. ~,'~e ~r?~~ m cHAZxrrAN enc. 7t SIDNE . B. BOWNE S~SSlN.....,.. Sidney B. Bowne. P.E., L.S. ,~,,,.~,~'~.~/~`j_~,~.~ Roland Antlers (7922-1959) ~W`"~'W~ Francis J. Lynch Chester C. Kelsey, P.E., L.S. Phillip Schlotzhauer 45 Manor Road Robert A. Stanton, P.E. ~ i~+;?p Joseph F. Ste9men Robert w. Brown, Ls. SmlthtOWn, N.Y. 1 1787 OCT I 3 I-~- ~ William T. Styne Zebdiel A. Blackman, P.E., L.S. ~Jt s~ 7'24'~st ~ Richard B. Weber Frank J. Antetomaso, P.E. George A. Style, P.E. Jerry D. Almont, P.E. George L. Fagan, Jr., Ph. D., P.E. Frank Capobianco, C.E. Peul F. Stevens, P.E. Roger L. Cocchi, P.E. Thomas R. Pynchon, L.S. October 12, 1989 Mr. Bennett Orlowski, Jr., Chairman Planning Board Town of Southold 53095 Main Road Southold, N. Y. 11971 Re: High Point at East Marion (Sect. 3) S. C.T. M.: 1000-31-3-11.25 (SBB No. 87518) Dear Sir: Enclosed please find a Bond Estimate for the above referenced subdivision. _3a addi-ion we have enclosed a copy of a portion of the Road & Drainage Plan, marked to show the required pavement section for ~ J ~(\the new road. l1 4 4~ If you have any questions regarding the above, please contact this a'~ office. Very truly yours, SIDNEY B. BOWNE & SON CONSULTING ENGINEERS I~ ~ V NT MARICONDA VM:rp MINEOLA • SMITHTOWN • NEW YORK CITY • CLEARWATER An E9ual Opportunity Employer M/FM SIDNEY B. BOWNE & SON ~ October 12, 1989 BOND ESTIMATE FOR HIGH POINT AT EAST MARION (SECT. 3) LOCATED AT EAST MARION, TOWN OF SOUTNOLD SUFFOLK COUNTY, NEW YORK UNIT ITEM DESCRIPTION UAQ NTITY PRICE AMOUNT 1. Unclassified Excavation 450 c.y. 6.00 $ 2,700.00 2. Fine Grading 1,100 s.y. 1.50 1,650.00 3. Saw Cut 70 l.f. 3.00 210.00 4. Concrete Pavement Removal 20 s.y. 5.00 100.00 5. Furnish and Lay 18" CMP 30 l.f. 30.00 900.00 6. Furnish and Install Catch Basins 2 ea. 2,000.00 4,000.00 7. Furnish and Install Leaching Basins - 10' O.D. 30 v.f. 300.00 9,000.00 8. Concrete Curb 65 l.f. 10.00 650.00 9. Concrete Sidewalk 180 s.f. 3.50 630.00 10. Dense Graded Aggregate Base Course 110 c.y. 30.00 3,300.00 11. Bituminous Pavement Binder Course - 2-1 /2" Thick 130 Tons 60.00 7,800.00 12. Bituminous Pavement Wearing Course - 1-1 /2" Thick 75 Tons 60.00 4,500.00 13. Topsoil & Seeding 450 s.y. 5.00 2,250.00 14. Street lights 2 ea. 1,000.00 2,000.00 15. Direct Burial Cable 160 l.f. 2.00 320.00 16. Electric Cable in Conduit 20 l.f. 10.00 200.00 17. Street Trees 20 ea. 200.00 4,000.00 18. Concrete Monuments 8 ea. 80.00 640.00 19. Maintenance & Protection Of Traffic ~ Job L. 1,500.00 ~ ` SUB -TOTAL - $46,350.00 D INSPECTION FEE 6% = 2 1.00 TOTAL = $49,131.0 SBB NO. 87518 V.M. D/127 Sheet 1 of 1 ~ ~._-~.e.._... m~--- , . ~ o ~ , ~ SEL~N~~' Fd- ~cl?'~If!!~ €8N_`7i.R~ a.,.ncnnea. Fo - GaSn ~G®c.m x2~f8SA1 8~+i8.C :}'~2'i~i~ - wn hn7:evaN~ F A aYrv F 9'~Y~J'T+r q yj~ S ~ Y V.....~ is C Dttl nns = ~Vf.I3l1 rY~O~Y~ r/ ~ WII AF "I'{ {eig~~z$-osi > ~ ~ rx ~ ~ ~ ~ k pCT 2 5 //Jj 1989 ~ ~ ac GY : 4t a ! - 9rr :1 AIM 101 on P ~ SDUT i Ga. cs~a" P(ANTvIDLDTOVi~~-~..•.•~ , e 4a~r ^ _ NG BOARD ) >F36 ~A~,,_Si.stlLe C~~EA JFAEf:'" All: t~F.°.. ~1~~~+ _ ~ v...-.r. .Fy ; Ear ".~.....r-t:.° ~-'Z~.~.-~~~.. ~.....~....<....e.aw,-....... :4::. .j Y', t7,~tlrv. y. T. ~ ~ ~ ~ T`, ~ ~ -sr=kn:; ~.~+~`i t~ * 7"r, i-_~,r. j L~..rr .1'y ~T~ pL~. I d-r ,C~ ; f 1 Y ~tA ~+1- ..r e.._ r ? ~.~4tFlNi 4T~R ~ wn @~4vY , rann.n:~ 6ma,dua~ yrk _ i r,~! ror ' ~YY~~~.,. b ':,_.d...msar_.--'.ate-. _ *u euL v .L ±er}yyry~ ..'yi~ar.•~`i~+~+~. uL:wuuui.L111a~u~^ _ • 1~ /~y/ v.r - x 1 F•+~+V ` / t0 t7Y VYD y ~ 3 E < e G + `a'6 ~ ,o~g~2 dr i ~ ~r~ ~P~t . H O_ L E RR p ~ o. o' ~ IS li ~ ~ ~ TO?6.1 L ~ i ~.~,.M ~ o W7 2 rJ 1913.9 ~ e ~r~4KNn ~ SOUTNOk.D TOWN pLANNINO BOARD i ~fnaa, . ID d~ +ronvc~ -,anus: I ti f .@ i ~ YO. _~F.a i 1 f igya ;a.o I I i bwuN r..~ aNyk ~ ~%l• wi RR - K YOMi4t~i w e.', fy MIS i ~..-^~,1 µNn I ~ ' s~.-~«~+wMS,~.t~a- v,w~nr-a~+.ne~ ~ O Y E S ~ .t ~i.d R9W.~.__......~~ ` QIGJ-1 v~ i 2. fLevA ~.-.,....e.:.._...r. TO N e _ \ / k, ,.,z, _,~,....,....,W. .mow.. ...,,u~.r.+iuiLe._.. ,k "a . ~ r nN t. . ate. _ - ~ r ~ , .r .'"7T"9'Z,iT W°-'"---`_..-~. ~ . . « n 1 ~ . ~ ~ Ifi SEP 2 3 19~ ~ ~ ~ TOWN R~ frept~m~~r 15~y ' s , wrk :.a9'~~. ~ ~ r :~.N • : , ~ . . t I ~;'i.- F Y Y t i~~ ~.r'S, ~4J i"1_.~ +m Cc£ P.~: "1 e}f 7 4-~.~.°0~, ,C.r;. . .tit .Y ~ nJ~,t,)+.. s; -i?~~~ i~~{1 A^..t'.5 ~ti,~i.. it a 3°~t. °z t: S` ~~r.3wi AS.i3ic':32`w h".°~. 1:•@ ':.27 P:G"'T ~.°i, . }'i °x x ! Y-5 -a ~ r.1. ".n' ate.` ~.C a,.i«a.i~ 5;,.. r. s'«i:i h'1'u i...?d~u. ' '~f r„'~.:.~ .i~~~''. '.it '-dC~!'.LS".:.C,f :1.~ ;2°[;?,1 !s~:'. w~a }.e Ve T ~ , town r I h «er nn bt to - ~ yp ....LLL~ . ^ uaLL.... - tuu~u.uxadw.~.:.~ .wuuek/.a.~a.w.r....a....:.asi.n.r a "'~~i ~ Yb~.w.... M.:ia96`e~iswiv^54J6 WILLIAM D. MOORE ~ c' ~ PATRIGIA C. MOORE MOORE & MOORE G,; , ATTORNCYS AT LAW ~_.~.6 SEP ` ~ SUITE 3 CLAUSE COMMONS j ~.u.,,. MAIN ROAD P.O. BOX 23 C MATTITUOK, NEW YORK } }952 3,~.,„...,. (5161298-$874 September 22, 1989 Southold Town Planning Board Town Hall P.O. BoX 1179 Southold, NY 11971 Re: Mandel/Highpoint Section III; 1000-31-3-11.25 Dear Members of the Board: Enclosed please find a description in the above matter. If you have any questions, please do not hesitate to contact me. Very truly yours, W~ i~ ~e~~,~Q WDM/mr Enc. ~_,.a... September 21, x,989 Description of parcel of land being developed as a realty subdivision and as shown on a map entitled, "Subdivision Map Highpoint at East Marion, Section Three, inc." at East Marion, Town of Southold, Suffolk County, New York. BEGINNING at a point formed by the intersection of the westerly line of the land now or formerly of Steven and Despina Moraitis with the northwesterly line of Main Road (N.Y.S. Rte. 25), which point is 364.42 feet southwesterly as measured along the northwesterly line of Main Road (N.Y.S. Rte. 25) from the westerly line of Starr Road; and running thence from said point of beginning South 39 deg. 02 min. 00 sec. West along the northwesterly line of Main Road (N.Y.S. Rte. 25), 218.44 feet to the land now or formerly of East Marion Fire District; thence northerly, westerly, again northerly and again westerly along th'.e land now or formerly of East Marion Fire District the following courses and distances: (1) North 32 deg. 02 min. 30 sec. West 220.87 feet, (2) South 79 deg. 50 min. 10 sec. West 20.50 feet, (3) South 65 deg. 40 min. 00 sec. West 62.55 feet, (4) North 24 deg. 11 min. 50 sec. West 80.00 feet, (5) South 65 deg. 40 min. 00 sec. West 126.67 feet to the land now or formerly of George and Geatrakis Kortsolakis; thence North 24 deg. 11 min. 50 sec. West along the land now or formerly of George and Geatrakis Kortsolakis 161.74 feet to the southerly line of a certain realty subdivision shown on a map entitled "Highpoint at East Marion, Section Two, Inc." filed in the office of the Clerk of Suffolk County under File No. 7755; thence easterly along the southerly line of said subdivision, "Highpoint at East Marion, Section Two; Inc." the following courses and distances: (1) North 65 deg. 48 min. 10 sec. East 175.01 feet, • (2) North 71 deg. 21 min. 31 sec. East 249.73 feet to the land of now or formerly of Steven and Despina Moraitis; thence South 25 deg. 59 min. 17 sec. East along the land now or formerly of Steven and Despina Moraitis 342.67 feet to the point or place of BEGINNING. ---r_ ~ 4't ~lli H SUBMISSIONS WITHOUT COVER LETTERS SUBJECT: NU I ar.~~~ /}`~r~('~ayU S'P~~~ d~ 1~ scTM #iooo- 3~ - 3 -~i,a5 SENDER: i<ic~flRCl ~S6~4P PHONE NUMBER: Cody ?N1a~ ~I N}j ~~'a~mP, w~l~ .subm~~ /nyl~~S ~heni a~~ 1'eui'Sib,aS aft anNP,~~r c~wv aJe fe~uRS~PC~~. a r u,i t.~~~.. C r Fyy/ f Y ~r Town Hall. 53095 Main Road d,~ "".,y P.O. Box 1 179 : ;a . ~ U,n Southold. New York 1 1971 TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 11 .)~~,,"~'PrY~OP~2 ~ ~ 1989 Joseph Cherepowich, Secretary East Marion Fire Commissioner East Marion Fire Department ?.O. Box 131 East Marion, New Yerk 11939 Dear Mr. Cherepowich: Enclosed plelase fi-1n~dtlghe survey fo~I ~~rt~~r~'t' Q I C6CiCl /Vlp(`i`[~iU r ~JC'CT~o>~ ~~RP'~. Please notify this office as to whether any firewells are needed. Please specify whether shallow wells or electric wells will be needed. Please reply by /D ' 1989. Thank you for your cooperation. ~..~-,Very trsly o~' / tee/ BENNETT CRLOWSRI,JR. CHAIRMAN enc. jt { i r~~~ J ~ a k ~ n u~' t Town Hall, 53095 Main Road ~ s;~~~~ i ,A3 s P.O. Box 1179 z*' ~1 Southold. New York 11971 TELEPHONE (5 L b) '165-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 1989 Robert W. Brown Sidney B. Bowne & Son 45 Manor Road Smithtown, New York 11787 Dear Mr. Brown The Southold Town Planning Board hereby refers the following application to your office for review. Application Name: {~~G{~porNT ~J ~<-f /l~)gr~~w S;-~fi~, T(.,rzee Tax Map No.: ~~,7-~.' ,i 3- ii.zs Bowne File No.: Hamlet Location: r:=~ iYlan , v Type of Application: _ Sketch Subdivision Map (Dated / / 89) _ Preliminarv Subdivision Map (Dated / / 89) ~l Final Subdivision Map (Dated 5 / 31 /_89) Road Profiles (Dated 7 ! 5 / 84) Grading and Drainage Plans (Dated / / 89) Other (Dated / / 89) Sketch Site Plan (Dated / / 89) Preliminary Site Plan (Dated / / 89) Grading and Drainage Plans (Dated / / 89) Other (Dated / / 89) L• Please develop an estimate of what it will cost to undertake the following~erevinew of the en~lclosed plan (s): ' it, J~-CC,u~'-; nml~ c~C Y Q .Gn 14~1~f[Oi O.R Nom( O bf~r r~ Qd:~vme,~`e Enter the cost estimate on the enclosed reply sheet, then send its facsimile to this office. If the Planning Board wishes you to proceed with the review, it will send a facsimile of a purchase order authorizing the work to be done. The actual purchase order will be sent through the mail. If there are any questions, please contact Planning Staff. Very Trul(J~ r ' uN~ .Grf/+ Bennett Orlowski, Jr. Chairman cc: John Cushman, Accounting Department HERBERT R. MANDEL 443 Main Street • Greenport. New York 11944 Telephone: [516] 477-2223 Se~~emben 13, 1989 Tawn ob Sauxhokd S~ ~ ~ PRavuung Board Sautho.Cd Town Hak2 G . _ Ma,i,n Raad ~ Sauthakd, N. V. 11971 'Dealt b~(Jtb~ P2eaae b.i.Ce .the encYobed authoni,zafii.an with yaws necandb negalcd.%ng H~.ghpo~:nt Sec ti.an III at E. Mahian, N. Y. Veh.y ~iw.f'.y yawca, ~ Helcbext R. Mandel ` NRM/bp Encl. 8 E P- 8- 8 9 F R I 8 9 Sa}~lM D D R E .x M D O R E P- 0 2 W1441AM O. MOORS • ' PATRIGIA C. MOORS MOORL & MooRe ~fLl; I t ARORNO'B AT LAW i' SUITY 9 CLAUSE COMMdNS la MAIN WOAD P.o. ¦ox:~ k SEP 15 1989 MATTITUCK, N!W YORK t t BSSS I 1i1618AB-5671 ~--6-~--~-~---9 SDU TiiOLD TCY~rPJ PLANNiP'Cv SDARD Y, Herbert R. Mandel hereby authorize the law firm of Moore & Moors to sign all documents and applications necessary for the subdivision d signated as Highpoint 2II in East Marion, New York e ands Sworn to before ms the flay of September, 1989 SUSANNE 1. PERRI ONE NOTARY PUBLIC, &ate of New York No. 4882799 Qualified In Suffolk County Commission Expires Jen. 20, 19R I Z.! w ~ To~~~n Hall. 5309 Main Road ~ ' ' P.O. Box 1 179 "Ty / Southold, New York 11971 TELEPHONE (516)'165-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 12, 1989 William Moore Suite 3-P.O. Box 23 Clause Commons Mattituck, NY 11952 RE: Highpoint Section III SCTM #1000-31-3-11.25 Dear Mr. Moore: The following actions were taken by the Southold Town Planning Board on Monday, September 11, 1989. RESOLVED that the Southold Town Planning Board start the coordination process on this unlisted action. The Hoard assumes lead agency status and in that capacity has made an initial determination of non-significance. RESOLVED that the Southold Town Planning Board grant sketch approval on the map dated May 31, 1989. Sketch plan approval is conditional upon submission of final maps within six months of sketch approval, unless an extension of time is requested by the applicant and granted by the Planning Board. If you have any questions, please do not hesitate to contact this office. Very truly yours, r ~ ~,.v~-~ rfEti°T ORi,OASKI,JR. 4,''~' CHAIRMAN t Jy.Fs. Y~ b t ~ w~ ~ Town Hall. 53095 Main Road P.O. Box 1179 ~ y'~?~ :`''a Southold. New York 11971 '~`-1rr.:;:.z+•~`' TELEPHONE (Slb) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD ~p~b~ ~ H ~ 19a~ Re: Lead Agency Coordination Request Dear Reviewer: The purpose of this request is to determine under Article 8 {State Environmental Quality Review Act-SEQRA) of the Environmental, Conservation Law and 6 NYCRR Part 617 the following: 1. your jurisdiction in the action described below; 2. your interest in assuming the responsibilities of lead agency; and 3. issues of concern which you believe should be evaluated. Enclosed please find a copy of the proposal and a completed Environmental Assessment Form (EAF) to assist you in your response. Project Name: ~ C'C~'-~~ p. • ~~-nciu' ~ Requested Action: ~'~_~vc~Qo.`~S ~ S~iod~v'~e s~ d.`l I~"I . in}O Lo .n S: 6 _ SEQRA Classification: [ ] Type I Unlisted Contact Person: Mco 1 5Q: Cf? • 516-765-1938 The lead agency will determine the need for an environmental impact statement (EIS) on this project. Within thirty (30) days of • the date of this letter, please respond in writing whether or not you have an interest in being lead agency. Planning_.Board Position.z- . D~ This agency wishes to•assume-lead agency status for this action. ] This agency has no objection to your-. agency assuming lead agency status for this action. [ ] Other. (See comments below) Comments• Please feel free to corrtact.this.office for.'further:information. Sincerely, . , i - ~+-$EN~NEY`K`- hOWSKL~ RJR. y~^- CHAIRMAN cc: Board of Appeals Board of `Prustees • Building Department Southold Town Board 'Suffolk County Dept. of Health Services ~NYSDEC- Stony Brook... NYSDEC- Albany ~S.C. Dept.. of Public. Works. U.S. Army Corp of Engineers _N.Y.S. Dept. of Transportation'.: * Maps are enclosed for. your 2eview _ Coordinating agencies t WILLIAM D. MOORE KAREN SZC2OTKA. SECRETARY PATRIGIA C. MOORE p ~ ~1 l' , M GORE & MOORE ~ _ ~a.,.. ~ S f ry ; ATTORNEYS AT U1W SUITE 3 CLAUSE COMMONS MAIN RonO P.O. Box 23 MATTITUC K, NEW YORK 11952 hI' ~--ml SOiiTkilLD Oii; cs1 sl 296-ss~a PLANNIT!6 BOraf;D FACSIMILE (518) 298-$664 ~....-..a.._........:.-...,.,. ,7uly 31, 1989 Southold Town Planning Board Southold Town Hall Main Road Southold, New York 11971 Re: Highpoint Section III Minor Subdivision Proposal SCTM # 1000-31-3-11.25 Dear Mr. Orlowski and Members of the Board: Enclosed please find eight (8) revised subdivision map and eight (8) revised final road and drainage maps surveys of Highpoint Section III. If your have any questions, please do not hesitate to contact our office. Very tr~~u~~,l/~y~~~ your~~ William D. Moor WDM\kts ends. R\ WILLIAM D. MOORE KAREN SZC2OTKA, SECRETARY PATRICIA C. MOORE M GORE & MOORE 1~?p `(1~= gyp} I ~ ;~r~ ATTORNEYS AT LAW D ly V LS 0 ~M~ i1 I i ~ j SUITE 3 CLAUSE COMMONS MAIN ROAD P.O. BOx 23 II IAI I MATTITUG K, NEW YORK 11952 J11~~ (5161 296-5674 FACSIMILE (516) 296-5864 SOi1Tt10~ tl Pt~rir;~~,_ __~r- June 8, A1989 Southold Town Planning Board Southold Town Hall Main Road Southold, New York 11971 Attention: Melissa Re: Hiah oint at East Marion/Mandel Dear Melissa: This will confirm our appointment with you to discuss Highpoint on June 15, 1989 at 10:00 a.m.. We want this matter on the Planning Board's agenda for their June 19th meeting so the matters discussed at our meeting with you can be addressed by them at that time. I look forward to seeing you then. V ry truly yours, Wi liam D. Moore WDM\kts cc: Herbert R. Mandel Ken Abruzzo o~~~e~~c~ ~ a' cn Town Hall, 53093 Main Road p, ~ P.O. Box 1179 ~ 0 Southold. New York 1 1971 ,~~pl TELEPHONE (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 27, 1989 William D. Moore Suite 3 Clause. Commons Main Road P.O. Box 23 Mattituck, New York 11952 RE: Minor Subdivision Proposal for Highpoint Section III SCTM#~1000-31-3-11.25 Dear Mr. Moore: The following revisions are necessary for the above mentioned subdivision:. 1. The scale of the map must be 1"=100', not 1"=50'. 2. 'I`he diameter of the right-of-way far the cul-de-sac must be 100 feet. It is not necessary for the whole. area to be paved; the paved area must be to the alternate specifications which would allow the interior area to be landscaped. 3. All lots must be 1 acre excluding the area for the right-of-way. As discussed at the February 6, 1989 Planning Board meeting, the Planning Board will waive the 50 foot right-of-way requirement and allow the right-of-way to be 25 feet. Upon submission of revised maps and the application materials the Planning Board will proceed with their review. ery truly yours, ~ BENNETT ORLOWSICI, JR. CHAIRMAN WILLIAM D. MOORE KAREN SZCZOTKA, SECRETARY PATRICIA C. MOORE MOORE & MOORE ATTORNEYS AT LAW D SUITE 3 CLAUSE COMMONS r,. Q ~yy~ ' ' ~ ' ' MAIN RoAO P.O. EIOx 23 ~ 81999 MATTITUO K, NEW YORK 7 1952 (576(298-5674 $R(~r FACSIMILE (516(296-5664 April 4, 1989 Southold Town Planning Board Southold Town Hall Main Road Southold, New York 11971 Re: Hiah oint Section III Dear Chairman Orlowski and Members of the Board: Enclosed please find four (4) prints of a survey labeled "Subdivision Map Highpoint at East Marion, Section III, Inc.". And four copies of a Final Road and Drainage Plan per your request. In response to comments at an earlier meeting with you, we have changed the right-of-way to include a cul-da-sac¢~ to serve the two rear lots. Please advise if there is any further information that you need at this point. Ve truly yo rs, i iam oore WDM\kts Encl. cc: Herbert R. Mandel (w/o ends.) ~ Cf ~l,l( n P A~N~NG- O'~~.D ~ TgN~V 0 .SO~~ _q D O~K COR I~`i'~ Southold, N.Y. 11971 MF.SRY E. RAYNOR, Jr., Chairman TELEPHONE 765-1938 IA.NES WALL , ~\9(-7T ORLOWSKI. Jr. ' LPORGE RITC!-llE LATHAM,Ir, tIW.LRf F, SIULLEN, Jr. A regular meeting of the Southold Town Planning Board was held at 7:30 p.m. Monday, January 10, 1983 at the Town Hall, Main Road, Southold, New York. Present were: Chairman Henry E. Raynor, Jr. Member G. Ritchie Latham, Jr. Member William F. Mullen, Jr. r~iember Bennett Orlowski, Jr. Bu-ilding Administrator Victor Lessard 7:30 p.m. Public Hearing on the question of the approval of the ~ preliminary map of the major subdivision to be know as Highpoint at East Marion, Section I. On motion made by Mr. Mullen, seconded by Mr. Orlowski, it was RESOLVED that the Southold Town Planning Board dispense with the readinc of the metes and bounds on the property of Highpoint at East Marion, Section I. _ Vote of the Board: Ayes: Raynor, Latham, Mullen, Orlowski >Sr. Raynor: Lets review the file, and we are in receipt of a filing fee from the Town Clerk for the amount of $345 and we have a legal notice both from the Suffolk Times and Long Island Traveler, copy of the description of property, correspondence from this board to Mr. ::apell approving the sketch plan, correspondence from this Board to the Subdivision Review Section; the Suffolk County Department of Planning: In accordance with your request the staff has examined the proposed subdivision layout for a 58.336 acre tract reputedly owned by Herbert Mandel and offer the following comments on the map for your use. While the overall layout for the main part of the proposed subdivision is considered to be satisfactory the parcel labeled "future section" is of concern. The staff believes that the 138,000 square foot parcel should be part of the overall subdiv- ision and any proposal for subdividing the parcel in the future developed at this time. We are concerned about the access for this "future section", particularly since the fire house and post office are located nearby. Staff comments on the preliminary map do not constitute a review of the map by the Suffolk County Planning Com- mission. When the map has been finalized it should be referred to e{ -a;-Y", .sue H""'~ /~CLy yc,.-t 2v~.rU,4,e<.,,'' ~ j~ily L.[ a n?JZq.- .q.fi~'~r~C«l..il,n . ( . f Pg. (5) ~ 3 fps /p ?ighpoint at East Marion - It was the concensus of the Board, that ;cause Lawrence Tuthill, Town Engineer, is involved with this pro- _~osed subdivision, the Board will solicit names of other professional engineers to submit recommendations on the final map and prepare a band estimate for road improvements within this subdivision. * * * * * on motion made by Mr. Orlowski, seconded by Mr. Latham, it was RESOLVED that the Southold Town Planning Board accept Inspector John Davis' report #282 and compliance of recommendations for improvements to the ar_cess road within the minor subdivision of Richard J. Cron, located near Greenport. Votc=_ of the Board: Ayes: Raynor, Latham, Mullen, Orlowski, Wall * * * * * * * * * * 7:=~5 p.m. Public Hearing on the question of the approval of the pro- posed amendments to the Town of Southold Land Subdivision Regulations. '!r. Raynor read legal notice and presented proof of publication in _ 'he Suffolk Times and Long Island Traveler-Watchman, Raynor: In reviewing this file there is various correspondence =rom this Board to the Town Attorney's Office and back to the Town ttorney's Office with suggestions and amendments to the regulations a to what has come to be printed. As is the procedure of this Board •<~~.vill ask in this public hearing if there is anyone present who wishes to sneak in opposition to this proposed change in the subdivision regu- ° lations? ~~r• `?arold Reese Sr.: Yes Sir I don't question the right of the '~•:nof Southold to upzone the plans, but we do think that those plans have been in existance, that these plans should be exempt. 3aynor; To answer your question, it would be incumbant on an ar?licant today, prior to receipt of preliminary approval to ascertain ' '.ecessary information that would verify that they comply with the ~c^art^snt of Health Services. All those that have already received P:c1i-;inary approval would not necessarily fall under the same area t?'~' amendment calls for. Preliminar a c;•,,, T y pproval is the juncture which • .,.:~n h as dee med necessary before going out and spending more of the xs money to go through public hearings and have engineering i~ . !:ave drainage and road profiles completed and then find that it's ~ r .I =::le to comply with Article 6. So all those that already in, it's y, ' ':standing from a Town level will have to be at a preliminary '•>o approved at a preliminary stage. Those beyond getting i y~,p y ~ d.,4 x '1. + ~ a. P° r r 9;c 4 F t` 4~ff x }F ~ fflr~~I`A~ ~e~ ~ . 1~ 1+~.- 'i a., ~''~re i~ ~o.. d+ y, i e+ 4 ~ ~ 3- y ~ a" ~ k ~ rt a 4 w YS m k eQ` Q'riA s~ ~''yy~~ ? 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Y Y ~ t A ~}4 ~j. 3r 't f ~ 3 A~ d, d'- 'tY f'~ c , f'~ 6 P re .a ~ { t +Ym tingh , tk' "T' l' ax i ttM ~ q m y~,~ ~ y Q'~~ r4 R ~+xNVl~, 2 w ~3x 6 roe T F ~ ~ t +t ~ A r { ~~;~~L , ~3 11 ~aEu `~a4h v {i£~~`r"' # ~ ~a yx y, i ~k ~ Nt't ~r,~. !1, 'Cf a~''4 kd$ Y ~'T~ °ie ~ Nd k ~'+d n wY s k ~ 7~ t ~ ~ ~ k tk M' rv ~d ~ t ~ ` ~k v U ~~~~y[~ ~L p_'r`~ f ~ y } 'i ii'"~. , i a a `i~''5'" S} ~o . r ij`oy° ~ ti t 7n+'" Ff'E,~ n ~ y( ~'"an'.*A'~~~~ ~/`~!'Yyny~ , F R }~<~~~"4~,5,'i ~ ~R ~Er ~~~ilF~~~i ~~~S FMV i1Mh~~~g .i > g , t " ~ s e~ w 'a kn r ~,wy.. u. ,..a h1 ~'~+s... e _ ..w, ~r , , , .r., u , .dc m« «,ti v. ~ rq` x. r vb+.»e TYPICAL. PLOT PLAN , - TYPiC~ ~E ~POSAL SYSTEM ~r ~ , . . -~. SUBDIVISION MAP I ~REBY OER~I~ ~T tHiS ~ WA~ MADE BYUS FROM ~AL SU~ ~M~ETED ~ AND THAT~L CON~E~ MON~E~S ~ ~ri HEREON ACT~ALL~ HIGHPOI NT AT EAST MARION :L~)CAT ION MAP HIGHPOINT AT EAST MARION AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY ,; N.Y. ,SECTIOrN THREE