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0047 LONG BEACH ROAD - Health
47-Iong Beach Road Centerville A = 206 017 i ` 47 / TOWN OF BARNSTA.ELE LOCATION 9�0�� ��dick SEWAGE # C51060 - C64 VILLAGE ►" C- ` ASSESSOR CY�l-L 'S MAP & LOT ./0`'6 INSTALLER'S NAME&PHONE NO. o SEPTIC TANK CAPACITY t ao CJ LEACHING FACILITY: (type) 80 X/G r ��o w S H�Z� (size) NO. OF BEDROOMS 3 �� °I( BUII,DER OR OWNER f � �` A � "s PERMUDATE: �2 -3 " DtlV - COMPLIANCE DATE: 7 k� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within.300 feet of leaching facility) Feet Furnished by n U p � - /s'f_6 �• / 09 O -E= OFE p Aj 13 ov5 e F 0 m;,v K- p o koAic e,45 - -- f From:William Oaniels To:Fax#I5084209907 Date:2121H00 Time:17:06:19 Page 2 of 2 t aA� tN 9 a� {� r ION HUM Y1ALL au 90 WIM GOP 00 YfOUCriJ�AL. ® ovm =M JIM COO f? r i; T1ut� i E JfJi7�t� OnN lung" i i i @�� tF✓ _'�" ><IpFllFtyC wow ' IedMILY M. i 1304 DeOtMA > tw No a J Fi S7 FLCIO'R PLAN WA1.1r. l�wvl'-a FEB-04-00 FRI 12:51 FM AMENT & AMENT FAX:5084571293 PAGE 6 niG/n3f'Lnnn 12:1y //5/bLb BL NNARD K1LKUY t'AU•t nb r. 1 I 1!Q'4 t`[ v Y Y d Ir lip 1 � � � > � � •! V V 9 � Y f R 1 i ! ,} ' 4 l tl k ` E , From:William Daniels To:FaW 5084209907 Date:2121H00 Time:17:05:01 Page 1 of 2 $62 WALL 3 � E i 3 itNM WALL KNU WALL z PI 3 01 f : 6 � j fp KNEE WALL , i 4 F - E t i E { F E 1 i c V t c�+J N O HALF WALL UP TO 4 feet (48")HIGH Raw Qt 2/24/00 c' GPlTIIKG cx:D w Fm coca en g - wort c,�ac To D"lw � a w � I z D GAP1E ROOM now -•-- 574 e.f. x1 ' i 14 1 RID FLOOR PLAN McKean Thomas From: Gatewood Rob To: McKean Thomas Subject: Lot 2/Long Beach Rd. Date: Friday, February 25, 2000 8:20AM 3rd loor plan looks ok to conservation. Page 1 FEB-17-00 THU 05:13 FM AMENT & AMENT FAX:5084571293 PAGE 2 AMENT & AMENT ATTOAnETS AT LAW 39 TOWN HALL SQUARE P.O.BOX 919.FALMOUTH.MA 02541-0919 ROSERT H.AMENT TELEPHONE 15081 540,0555 DAVID S.AMENT FAX 45081 457.1299 E-Mo11 omendow0001 om ASSOCIATES LAURA M.MOYNIHAN PAULA M.KELLEY February 17, 2000 By fax to (508)790-6304 Mr. Thomas McKean, Health Agent Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: 48 Long Beach Road (Lot 2), Centerville, MA Barnstable Assessor's Map 206 Parcel 17 Dear Mr. McKean.- The last message you left with my office dealt with the idea that the third floor"game room"was intrinsically"private" because a staircase separates it from the second floor. I have discussed the meaning of"bedroom° under Title 5 standards with the Department of Environmental Protection. Because any appeal at the local level would not be heard by the DEP, they did not want to substitute their opinion for the local Board's opinion and prejudice the Board's case in a Superior Court action, but they did say that they were surprised by your interpretation. Upon further thought, please consider the following: 1. A revised set of house plans that show the opening of the first floor den as 4' in width; 2. A revised set of house plans that depict two (2) bedrooms on the and a game room that shows the opening as 4' in width on the second floor; 3. A revised set of house plans that depict one(1) bedroom on the third floor. Please contact me with you opinion of the suggested revisions to the house plans as soon as possible. The revised house plans would alleviate the privacy issue on the third floor as it would be used as a bedroom. The proposed revised house plans depict a three-bedroom house and would be in compliance With Title 5 Regulations. 1 I FEE-17-00 THU 05:14 FM AMENT & AMENT FAX:5084571293 PAGE 3 r If you agree that the approved Fast System as designed to serve a single family three-bedroom home (two on the second floor and one on the third floor)is adequate for the proposed house, including a second floor"game room", please sign below, where indicated, and fax back to me. ,— Very trul ours, Paula M. Kelley Enc. Cc: Attorney Walter H_Walker, III Attorney Bernard Kilroy I, Thomas McKean, Health Agent for the Town of Barnstable, agree that the approved Fast System as designed to serve a single family home is adequate for the proposed house(with revised house plans to follow). Thomas McKean, Health Agent Town of Barnstable Health Dept. Date: 2 1-888-450-OMNI V (508) 548-0343 OFFICE MANUFACTURING P.O. Box 128 MN Falmouth Technology Park 465 East Falmouth Highway 520 Thomas B. Landers Road East Falmouth, MA 02536 n aronmenintSystems, fn ,; East Falmouth MA 02536 August 27, 2003 004 Mr. Thomas A. McKean, Health Agent Barnstable Board of Health -- - 200 Main Street Hyannis, MA 02601 RE: Recirculating Sand Filter Systems Operation and Maintenance Inspections Dear Mr. McKean: Enclosed, please find the copies of the Recirculating Sand Filter Systems Operation and Maintenance Inspection Checklist for the property located at 48 Long Beach, Barnstable, MA. If you have any questions or need additional information, please contact me as soon as possible. Sincerely, M th . Costa, resident O NI Environmental Systems, Inc. Encl. RSF System Reports D.E.P. Certified wastewater Operators Recirculating Sand Filters Manufacturing * Testing . Maintenance • Installations r LLiMassachusetts Department of Environmental Protection Bureau of Resource Protection -Title 5 RSF System Operation and Maintenance Inspection Checklist A. Installation & Service Information L c &1�tl s.. 1. Facility S!,RAdke Date of Se CT Y) City Operatod0 Inspect¬e if B. Septic tanks) pumping is required. Inspect&clean effluent Sludge Pumping Required: Yes❑ No ❑Sludge Depth: tee filter. Effluent tee filter: Yes No❑ If yes, inspect &clean at least yearly Clean as necessary. C. Recirculation tank Inspect for sludge. ❑Check if sludge accumulating Pumping required: Yes❑ No Odor problems: Yes ❑ No If yes,description Inspect for sludge. D. Equalization tank (if installed) ❑Check if sludge accumulating Pumping required: Yes❑ No❑ Inspect pumps& E. Pumps, switches, floats, alarm system electrical switches,test as necessary. Run [(Pump Inspections(all units) if problems,describe pumps in manual Test pump alternator, or record hours mode. Record readings Hours,of operation from meters& Float switches counters. Check all switches for operation [ Test alarm If non-functioning,corrective actions) Note if weeds 8c ecirculation S!XW-Fi ette r debris are present o bed. Clean/mai in ❑ Inspect for ponding Ponding Present:Yes❑ No bed surface to low El proper operatio of the Clean bed: Yes❑ No system. ❑ Distribution pipes Flus :Yes,,❑ No❑ Brush: Yes❑ No❑ Check head loss in pipes r Headloss and comments G. Sample Mezffo �- ___-, Yes❑ No If yes: ❑BOD ❑TSS ❑pl-I ❑TN ❑Other Massachusetts Department of Environmental Protection Bureau of Resource Protection - Title 5 RSF System Operation and Maintenance Inspection Checklist A. Installation Service Information Fajil!"y Street A¢d es Date o e City Opwiih r &M Firm Inspect& ndte if B': Septic tanks) pumping is required. Inspect&clean effluent Sludge Pumping Required: Yes ❑ No[ ❑ Sludge Depth: tee filter. Effluent tee filter: Yes ] No❑ If yes, inspect❑ &clean at least yearly❑ Clean as necessary. C. Recirculation tank Inspect for sludge. ❑ Check if sludge accumulating Pumping required: Yes ❑ No ❑ Odor problerns: Yes ❑ No ❑ -------- -----------------_____..._..__._. If yes,description Inspect for sludge. D. Equalization tank (if installed) Ej Check if sludge accumulating Pumping required: Yes ❑ No ❑ Inspect pumps&, E. Pumps, switches, floats, alarm system electrical switches,test as necessary. Run 0 Pump Inspections(all units) — If problems,describe m pumps in manual [Test pump alternator, or record hours ode. Record readings Hours of operation from tneters & Float switches counters. Check all switches for operation (Test alarm If non-functioning,corrective action(s) Note if weeds& T:"Recirculation Sand Filter : debris are present obi bed. Clean/maintt it ElInspect for ponding Ponding Present: Yes ❑ No❑ .� (red surfiac&to all w El Clean bed: Yes El No � proper operation the system. ❑ Distribution pipes Flush: Yes,❑ No ❑ [gush: Yes ❑ No❑ ❑ Check head loss in pipes ,1 _Headloss and comments- — G. Sample Collection Yes ❑ Not If yes: E-IBOD ❑TSS [:]pH ❑TN ❑Other /^/ Massachusetts Department of Environmental Protection Bureau of Resource Protection-Title 5 RSF System operation and Maintenance Inspection Checklist A. installation & Service Information Facility Street Addre6s Date of servideo city Operator/O&M Firm r. Inspect¬e if B. Septic tank s h pumping is required.. p Inspect&clean.effluent Sludge Pumping Required: Yes❑ No� 0 Sludge Depth: tee filter. Effluent tee filter: YesW No❑ if yes,inspect clean at least yearly p Clean as necessary. C. Recirculation tank Inspect for sludge. heck if sludge accumulating Pumping required: Yes❑ NoT� Odor problems:Yes❑ NoR If yes,description Inspect for sltidgc. D. Equalization tank (if installed) ❑Check if sludge accumulating Pumping required: Yes❑ No❑ ieyy��e�ct pumps& E. Pumps, switches, floats, alarm system eletiiehl switches,test as necessary.Run Pump inspections(all units) pumps in manual if problems,describe mode.Record readings [I Test pump alternator,or record hours Hours.of operation . from meters& RFloat switches counters. Check all switches for operation ❑Test alarm If non-functioning,corrective actton(s) NQ xe if weeds& F. Recirculation Sand Filter debris are present on + bed.Clean/maintain Minspect for pondii4 Ponding Present:Yes[INoa bed surface to allow.: Clean bed: Yes[) No proper operation of the system. �.Distribution pipes. Flush:Yes.[] No❑ Brush: Yes❑ No❑ . El Check head loss in pipes Headloss and continents G. Sample Collection Yes❑ No❑ If yes; ❑60D QTSS [1pH ❑TN E101her . �� �� s• 5�e `ram 1�c z , , r S �vo����v� Cx-l�t. � � � � All No. 260-6 r THE COMM61NWWALTH 16F MASSACHUSETTS FEE BOARD OF HEALTH APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT `pp Application for a Permit to Construct (X Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Location Owner's Name 'XC 7Parcel# Address �L of# r Telephone# (�/l.�S �iU C• f i Installer' r�ame o ar/� ell Designer's ame Look / / �s s ddress Ad , S V 11(Vi4-1 elephone# TelephAe tr Type of Building: `l4je*(Le- Lot Size Sq.feet Dwelling—No.of Bedrooms �J Garbage rinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min. equ''ed) gpd Calculated desigq flow gpd Design flow provided� Wgpd Plan: Date Z Number of sheets / Revision Date i-3 Title ,c a' .S��i✓ Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation v DESCRIPTION OF REPAIRS OR ALTERATIONS The u igne r s stall the a v described Individual Sewage Disposal System in acc rda a with the provisions of TITLE nd further ag s pi e s min operation until a Certificate of Compliance has bee issu d by the Board of Health. Sig ed s Date " Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 j'.,. .e�. ., � F � r�/ �, t S,. /�' '� ter' � ; •y.x ° e-No \A ,� Mr➢4-�', �b t THE OMB 'ONV E ��1'F 'J' F:MIASSACHUSETTS '`s FEE---- ,�4AD0F HEALTH ` APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION-PEIVIIf IT Application for a Permit to Construct (_, Repair ( �,) tJpgrac�le ( `[ ao/](� (]C m ete System ©I+ dividual Components Y I s vi I'..7 L Location 1 1 ; r ' el, her's Name Map/Parcel# [ Address of# -Tele°hone Y �ZJ IO�S �i<.1C v Q Installer' ame /' gn�r's ddress \(IKY ✓' A71`ess I /lII VQtR/) •elephone# elepho e Ir A � � 1 Type of-Building: ?141 Lot�S ze S'q.feet Dwelling—No.of Bedrooms �-7 / �yWrbaize; 'n"erl( i ) Other—Type of Building i e(aohs rfi f Showers Cafeteria YP g o p, ( ) ( ) Other fixtures r C Af �.,,,,.. �,�',;• `yam �� „ 2 •-.,.._.r-- Desi n Flow min.required)' -_1%%✓ d Calculat dPesi flow ✓ d Design flow provided 3 d ,! g ( ! gp 9? gp g p p �. Plan: Date l *A- Number of sheets !! Revision Date 45J 1-3 'f� � ,�► Title ¢ ` ,c, � .s�[.✓�Rd /; 1 1 '` Description of Soil(s) n _ < 2 •/'�+A _( ' Soil Evaluator Form No. Name of Soil.Evaluator z Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS, The uun_derslgned a re s�to//i stall the ah6v/ described Individual Sewage Disposal System in accordance with the provisions of TITLE 5,and further ogre s of fo pi 4 e s stem in operation until a Certificate of Compliance has been issuA by the Board of Health. ` Sig ed - Date Inspections FORM 1 - APPLICATION FOR DSCP + t' DEP APPROVED FORM 5/96 r No 2000*- 06lS THE COMM N EALTH OF MASSACKUSETTS FEE lti-�LJf ( A/ nlS 9Ne BOARD OF 'HEALTH. a i CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual'Component(s) ❑Complete System ! i The uunde�rsi ne heerebypcc rtify�thhat the Sewage Disposal System;Constructed X,Repaired( ),Upgraded'( ),Abandoned( ) at •- loc Tx.uC �rJ� has be installed in cordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to appli action No. dated Approved Design Flow (gpd) Installer 1 oAd ruc-C.0.oU7 ��- All— Designer: :Ra2Aj. 64 e Inspector Date The issuance of this certificate shall not be construed as a guarantee that the rystem will function as designed. FORM 3 CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 i No. THE COMMON//W(EALTH OF MASSACHUSETTS FEE 10,-, . Artjd19SIe BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct pair ( ) Upgrade (IDS �R °1 �IGII�I1Ft'ii �I^L disposal system at NS lq MdTdI 0-M'1JG_ THE SYST�AS INSTALLED IN STRICT in the application for Disposal System Construction Permit No. ,,GGGGo„A TO PLAN, Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date _ 3; d0 Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON 'TOWN OF BARNS ABLE 'I SEWAGE # c~0 LOCATION VII,LAGE �/�` / ASSESSOR'S MAP & LOTS`'6(� INSTALLER'S NAME&PHONE NO. .v r UCl'o 0t) J N C SEPTIC TANK CAPACITY LEACHING FACILrN: (type) X/G r �/o ay (size) NO. OF BEDROOMS 3 BUILDER OR OWNER PERMTT DATE: .. 3 " 2 you COMPLIANCE DATE: ?L2 Ylo� Separation Distance Between the: . . Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by A-ff = is -E- s�,.F,, D Q O - R-T _ 8- c= OF- 5-�_ y�' kip,_ - - t3-F� �l OvSe- _ 0 og TOWN OF BARNSTABLE OFFICE OF d = DAH39TSDL BOARD OF HEALTH ' 25 Vi 9b MABR . aLW6 EGS ao 1639. `em 367 MAIN STREET HYANNIS, MASS.02601 V" YJ December 19, 1995 a Matthew J. Dupuy Ardito, Sweeney, Stusse, Robertson, and Dupuy, P.C. Attorneys At Law Mattacheese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 � a r, V- Dear Mr. Dupuy: You are granted variances on behalf of your client Heritage Research from the Board of Health Barnstable Shifting Sands Regulation and the State Environmental Code, Title 5, CMR 15.02 (17) which requires 25 feet removal of all impervious materials around the soil absorption system at Assessors Map 206, Parcel 17, Long Beach Road, Centerville with the following conditions: (1) The wastewater effluent shall be monitored for the following parameters on a monthly basis for the first six months and quarterly thereafter for two years: pH, BOD, Total suspended solids, Nitrate, and Ammonia. (2) No disposal of septage at the Town of Barnstable sewage treatment plant. Due to its location in the flood plain, a contract is necessary from the septage hauler as to where it is being pumped. (3) A maintenance agreement for the FAST unit shall be submitted to the Board of Health prior to obtaining isposal works construction permit. c6Ajd � K5 F 5,�4 e m Say 0;L. callhn (4) A contract with a certified operator shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. Sincerely yours, Susan G. Rask. Chairman Board of Health Town of Barnstable SGR/bcs calu r P oFTHE Tp�y TOM! OF BiARNSTABLE OFFICE OF JARXSTAISL NA6S BOARD OF HEALTH 7 of pp 1639. �0 MAY k 367 MAIN STREET HYANNIS, MASS.02601 V December 19, 1995 Matthew J. Dupuy Ardito, Sweeney, Stusse, Robertson, and Dupuy, P.C. Attorneys At Law Mattacheese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 Dear Mr. Dupuy: You are granted variances on behalf of your client Heritage Research from the Board of Health Barnstable Shifting Sands Regulation and the State Environmental Code, Title 5, CMR 15.02 (17) which requires 25 feet removal of all impervious materials around the soil absorption system at Assessors Map 206, Parcel 17, Long Beach Road, Centerville with the following conditions: (1) The wastewater effluent shall be monitored for the following parameters on a monthly basis for the first six rr_or_ths and quarterly thereafter for mo years: pH, BOD, Total suspended solids, Nitrate, and Ammonia. (2) No disposal of septage at the Town of Barnstable sewage treatment plant. Due to its location in the flood plain, a contract is necessary from the septage hauler as to where it is being pumped. (3) A maintenance agreement for the T unit shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. 4 S 0'x callhn r (4) A contract with a certified operator shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. to Sincerely yours, . , , C-T--,� Susan G. Rask. Chairman Board of Health Town of Barnstable SGR/bcs 7s'���3 calnin From:William Daniels To:Fax#l5084209907 Date:2121H00 Time:17:06:19 Page 2 of 2 A�� �x J it ® � w OWN No" ,w/sr wood CAN W4 M*XVAW 1lecttw4 i'tllaCtU�/it. �. ® ltll/l0�13t70R � �� AM CC i !F. LIX-1 3 i 3; �1P11F1ta � IM ateltd ttli/1ei1 r !I(lCit P/t° u✓ i 7 CC% N14i1 ® rartlt_r Art. 3 Ib4 DL♦✓OCLVA > ,w III FIRST FLOOR FLAN WA r• I.W-0-0 c FEB-04-00 FRI 12:51 FM AMENT AMENT FAX:508457129) PAGE 6 , . tlL/fb3FltlfOb 1L:�y //�/bLb BLRNARD KILK N I At7k bb FF rL F I. N I i i Nfds ".y Q 0 R i� :i �9 s ® ^^ �•� f• f f 22 l st : � 55 � 9F55S = � a Six • cia � $ ' o ;rr • I t N pO1 a tO 13"' F O9lw. __..._..._......._..._.._._.._..___._.:._. _ � lf�� c✓�!� S;Gr o r"mm �l�y/ov FIX Ekw-C::K ON � Dram ttow E � b o � >qd.om D♦6QC To MAIN � ti i GAME E ROOMmom 574 B.f. y _ 1 0 F _ N 0 c a 0 THIRD FLOOR PLAN ecA1`>e, ,i4'•,'_n' Contract for Professional Services Client Name John O'Dea Project Location 48 LONG BEACH ROAD Company Sullivan Engineering Inc. Assessors Info. N/A Address 7 Parker Road, Box 659 Town Centerville City, State Zip Osterville, MA 02655 Engineer Sullivan Engineering Inc. Phone 508 -428 -3344 Bedrooms 3 Notes System Phone N/A NOTE: OMNI Environmental Systems Inc. shall not be responsible for any underground utilities not reported by"Dig Safe" or the landowner, and any unforeseen underground obstacles (i.e. utility lines, leaching pits, wells, soil conditions, etc.) OMNI Environmental Systems, Inc. (Seller) offers to furnish the following equipment required for the treatment of wastewater. Provide H-20 Recirculating Sand Filter for a 3 bedroom dwelling $8,000.00 Install 1 '/z" pressurized line from Recirculation Tank to Filters Modules Included Provide OMNI 2000 control panel Included Run and test OMNI 2000 Recirculating Sand Filter System Included Provide Certification of Installation Letter& System Documentation Included Travel Fee $300.00 Subcontractor Training & Consult $245.00 Extras: H-20 Pump Chamber w/Pump $2,300.00 Total. $10,845.00 Me n e@ s a re Price includes five (5) hours of consultation by OMNI personnel. Additional hours beyond the hours included, are billable at$60.00 per hour, whether those hours are on-site, in-office, or travel time. If the terms and conditions contained herein, including the terms and conditions set forth on the enclosed documentation titled TERMS AND CONDITIONS, are acceptable, kindly sign and return one (1) copy of this proposal along with the mentioned retainer. It is understood and agreed that the foregoing, including the TERMS AND CONDITIONS set forth will constitute the full and complete agreement between the parties to this agreement. The proposal expires thirty(30) days from the date hereof, but may be accepted at any later date at thg D7.1 sole option of the Seller. The undersigned agrees to the following payment schedule: �y} 1 Retainer. $4,500.00 When all RSF components are ready to ship. $5,845.00 Balance Due Upon Completion. $500.00 The above costs, P 'ect Scope o ork, terms conditions are satisfactory and are hereby accepted. OES is hereby orized to c ence the as specified. 60di D e DEP Certified Wastewater Operator Recirculating Sand Filters Manufacturing • Testing 9 Maintenance Installations r o 1-888-450-OA NI . (508)'548-0343 OFFICE—CAPE COD,MASS. MANUFACTURING—CAPE COD,MASS. P.O.Box 128 Falmouth Technology Park-@Acme Precast 165 East Falmouth Highway � l\1 .... 520 Thomas B.Landers Road lr East Falmouth,MA 02536 _ East Falmouth,MA 02536 Env.ironmentai Systems,.Inc.. MAINTENANCE AGREEMENT 4_roA_y0 wner:' Sullivan Engineering Inc. Property t.ocation: 48 Long Beach Road ,address: 7 Parker Road Box 659 Town: Centerville, MA Property Phone: N/A City, State Zip: Osterville, MA 02655 Alternate Phone: N/A ,S:,p���44'' .:r<i „r, �^t�t� r� f'` MWAq %' .. Start Date: Upon End Date: 1 Year From Install Terms: $350.00 Installation Terms and Agreement for Standard and Preventative Maintenance OMNI 2000 Recirculating Sand Filter You are hereby authorized to render Standard and Preventative Maintenance for the OMNI 2000 Recirculating Sand Filter listed at the above address for the contract period of 1 Year(s). This agreement may be extended by the land owner for an additional agreed upon term by providing OMNI Environmental Systems, Inc. with 30 days written notice of intent to extend. OMNI Environmental Systesms, Inc. will provide the land owner with 30 days written notice of its then current pricing schedule should the land owner elect to extend this agreement. The agreement consists of all Standard and Preventative Maintenance listed in the Operators Manual. The OMNI 2000 Recirculating Sand Filter has a 3 year manufacutres warranty against all defective components including parts and labor. This agreement includes semi-annul site visits and does not include costs occasioned by neglect, misuse and accident or consumables. This agreement does not include travel costs for the Islands any locations not within a 20 mile radius of East Falmouth. In consideration of the services contained in this agrrement we agree to pay OMNI Environmental Systems, Inc. the sum of $ 350.00 for the above maintenance agreement. Payment is due 10 days from Invoice Date. This agreement is not in effect until payment has been received by OMNI Environmental Systems, Inc. This agreement is not assignable by either party without the prior written consent of the other party and is neither non-cancellable and non-refundable. Plea Prin ame Authorized Signature Date Land Owner's ignature at r 1-888-450-OMNI (508)-548-0343 OFFICE—CAPE COD,MASS. MANUFACTURING—CAPE COD,MASS. P.O.Box 128 Falmouth Technology Park- c@r Acme Precast '465 East Falmouth Highway OMNI 520 Thomas B.Landers Road East Falmouth,MA 02536 East Falmouth, MA 02536 Environmental Systems,Inc.. s u k� ..��' �°' c'. .k , b� g ,� "' [ 1 v Y -' •ems �.a �'�t�.- v � ti� � ; Property Sullivan Engineering Inc. Property 48 Long Beach Road Owner: Location: Address: 7 Parker Road, Box 659 Town: Centerville Property Phone: N/A City, Osterville, MA 02655 Alternate Phone: N/A State Zip start Upon End 1 Year From Per $350.00 Total Cost $350.00 Date. Installation date: Install Incident Terms and Agreement for Effluent Testing OMNI 2000 Recirculating Sand Filter You are hereby authorized to render Effluent Testing for the OMNI 2000 Recirculating Sand Filter listed at the above address for the contract period of two years. This agreement maybe extended by the landowner for an additional agreed upon term by providing OMNI Environmental Systems, Inc.with 30 days written notice of intent to extend. OMNI will provide the landowner with notice of it's current pricing schedule should the landowner elect to extend this agreement. This agreement consists of quarterly testing for: Total Suspended Solids (EPA 160.2), Total Nitrogen (EPA 350.1-351.4), Total Phosphorous (EPA 365.1) and Biochemical Oxygen Demand EPA(405.1). All testing shall be performed by a laboratory certified by the Commonwealth of Massachusetts. OMNI Environmental Systems, Inc. shall provide the landowner and local approving authority with test results. In consideration of the services contained in this agreement we agree to pay OMNI Environmental Systems, Inc.the sum of$350.00 per incident. Payment is due 10 days from Invoice date. This agreement is not in effect until payment has been received by OMNI Environmental Systems, Inc. This agreement is not assignable by either party without prior written consent of the other party and is neither non-cancelable nor non-refundable. ea Prin me Authorized Signature Date Ow Sign Dat OMNI Environmental Systems, Inc. 1-888-450-OMNI (508)548-0343 OFFICE-CAPE COD,MASS. �_ NIANUFACTURING-CAPE COD,MASS. P.O.Box 128 = Falmouth Technology Park-@a Acme Precast 465 East Falmouth Highway 520 Thomans B. Landers Road t�MNI • East Fabhouth, MA 02536 East Falmouth, MA 02536 Fax:(508)548-0350 EF,?4'1ron.menta[SLy tL'T,'r1S, Inc. Fax:(508)518-0350 March 25, 2002 Attn: John O'Dea Sullivan Engineering 7 Parker Road, Box 659 Osterville, MA 02655 RE: 48 LONG BEACH ROAD, CENTERVILLE Dear John: Omni Environmental Services (OMNI) is pleased to submit the following proposal for your review and approval. This proposal provides a scope of work for the installation of an OMNI 2000 Recirculating Sand Filter (RSF) at, the above referenced property. OMNI proposal has been designed to provide an outline and cost estimate for the installation of an OMNI 2000 RSF. OMNI will supply all materials and equipment outlined in the proposed contract. OMNI will also supply OSHA trained personnel specially trained with regard to construction standards and the installation practices for properly installing and operating RSF's. The outlined proposal does not include any landscaping, the cost for the electrician and any applicable delivery charges. The homeowner is responsible for the following: landscaping, access to the house, cost of the electrician, any delivery charges that may apply, yearly maintenance agreements, and any testing programs that may be required by local governments. A yearly maintenance agreement is required by the State of Massachusetts for the life of the system and is provided by OMNI at the cost of$350.00 per year. Should you have any questions with regard to the proposal, scope of work or any additional services, please feel free to contact our office. You may authorize the work to begin by signing the contract and returning a copy with the mentioned retainer. Sincerely yours, . Matthew C. Costa DEP Certified Wastewater Operator Recirculating Sand Filters Manufacturing • Testing • Maintenance • Installations TERMS AND CONDITIONS 1.DEFINITIONS OMNI Environmental Systems,Inc.will be referred to as"Seller"and the person or company purchasing as indicated on the"Contract for Professional Services"will be referred to as"Buyer" 2.ACCEPTANCE Unless other wise stated on the proposal,it is subject to acceptance within thirty(30)days of the date on the proposal. Acceptance of the"Buyer's"purchase order is expressly made conditional on the"Buyer's"assent to the terms and conditions in the proposal and the attachments hereto which shall constitute the complete agreement between the parties. 3.PRICES Prices are F.O.B. Seller's distribution facility and are exclusive of any sales,use,gross income,occupational or similar taxes unless so stated specifically. Such taxes will be added to invoice prices in those instances in which the seller is required to collect them from the Buyer,provided however,that if the Seller does not collect any such taxes and is later asked by and/or required to pay such to any taxing authority,Buyer will make such payment to Seller or,if requested by Seller,directly to such taxing authority. 4.TITLE Buyer shall take title to the equipment only upon Seller's receipt of all payments due for said equipment,including payments for all options Regardless of F.O.B.point,designated delivery shall occur,and risk of loss shall pass to Buyer upon delivery of the equipment to the carrier at the point of shipment from the Seller's distribution facilities. In the event of damage or loss,Seller will cooperate with Buyer in presenting any reasonable claim against the carrier involved. 5.WARRANTY If expressly stated elsewhere in the proposal,the Seller warrants its products will perform the process function for which they were recommended by the Seller,provided pertinent and accurate items of data were submitted buy the Buyer to the Seller and further provided that the products are used under normal and proper use in accordance with instructions of the Seller,if this warranty is breached,the products may be returned,freight collect,to our plant for full refund or at the option of the Seller a product that will perform the process function will be provided at no additional charge F.O.B.our plant. This process warranty as set forth above in this Section 5 applies only when expressly stated elsewhere in Sellers Proposal. The Seller also warrants its products to be free from defects in material or workmanship under normal and proper use in accordance with instructions of the Seller. Any defective part shall be repaired or replaced as elected by the Seller,at no charge,F.O.B.our plant. The foregoing warranties are valid for a period of one year from the date of invoice by Seller,except as expressly stated above,Seller makes no warranty of merchantability and no warranty of fitness for any particular purpose nor does it make any warranty express or implied,of any nature whatsoever with respect to its products or services or the use thereof. The foregoing is the full extent of the responsibility of the Seller,and,by the way of illustration and not limitation in no event shall the Seller be liable for delay caused by defects in products or services for any special,indirect,incidental,or for consequential damages,or for any charges or expenses of any nature incurred without its written consent even though Seller has been negligent. In no event shall Sellers liablility under any claim by Buyer exceed the purchase price of the products in respect of which damages are claimed. The benefits of these warranties shall not apply to any products which have been repaired or altered outside of the Seller's plant in any respect which,in the judgment of the Seller,affects their condition or operation. This warranty is invalid if the Buyer fails to meet its obligations under the terms of this Agreement. 6.PATENTS AND TRADEMARKS Buyer agrees to determine whether any words,designs or devices which Buyer instructs the Seller to incorporate or place on the products sold hereunder infringe any trademark,copyright or patent notwithstanding the fact that the Seller may have performed such special services on the product. The Buyer will indemnify and hold Seller harmless from and against any claim of trademark,copyright or patent infringement arising out of compliance with modification specifications furnished by the Buyer. Should Seller's equipment,trademarks or manuals become,or in Seller's opinion are likely to become,the subject of claim or infringement of a United States trademark,copyright or patent,Seller will be entitled at its sole option to remedy the infringement by modifications which become non-infringing,by securing rights to unrestricted use of the trademark,copyright or patent,or by granting the Buyer a credit on the infringing product as depreciated and accepting its return. 7.DRAWINGS Any specifications,drawings,notes,instructions,engineering notices or technical data of Seller coming into the hands or control of the Buyer shall be deemed to be incorporated therein by reference the same as if fully set forth. The Seller shall at times retain title to all such documents and Buyer shall not disclose to any party other than Seller or a party duly authorized by Seller. Upon Seller's request Buyer shall promptly return all such documents to Seller. 8.TECHNICAL ADVICE AND ASSISTANCE Seller's warranty shall not be enlarged,and no obligation or liability shall arise,as a result of Seller's rendering of technical advice,facilitates or services in connections with Buyer's order for the equipment furnished. Although any technical advice furnished,or recommendation made,by Seller or any representative of Seller concerning any use of application of any product furnished under this contract is believed to be reliable,Seller makes no warranty,expressed or implied,of results to be obtained. Buyer assumes all responsibility for loss,damage,and/or personal injury resulting from the handling or use of any such product. 9.DELIVERY The time for shipment is approximate and is estimated from the date of receipt of order with complete manufacturing information and approval of drawings as may be necessary. The obligation of Seller to sell and deliver or perform services and the obligation of Buyer to furnish specifications for purchase and take the products or services stated on the front hereof shall be suspended by fire,floods,accidents,act of God,war or acts of war,strikes,lock-outs,slow-downs,picketing or other labor controversies,sabotage,riots,civil commotions,default or failure of carriers,shortage of labor,inability to obtain materials from regular sources,whether or not a kind hereinbefore specified,to the extent that such happening or contingency limits or prevents the manufacture,sale or delivery of any products or the performance of any services by the Seller or the purchase or taking thereof by DEP Certified Wastewater Operator Recirculating Sand Filters Manufacturing • Testing • Maintenance • Installations r the Buyer,except,however,that not withstanding the foregoing,the Buyer shall not be excused from accepting and paying for products which are completed or in the process of manufacture at the time. Upon the elimination of cessation of any such happening or contingency the obligation of Seller to sell and deliver or perform services and the obligation of Buyer to purchase and take the products or services shall be reinstated. If by request of the Buyer with acquiescence by the Seller,shipment is delayed beyond the original delivery date for a reason other than as set forth above in this Section 9,the Buyer will pay a reasonable charge for storage and other expenses caused by the delay, and after the delay is ended,the agreement will be completed at the prices and on the terms and conditions agreed to in this document. The products contracted for under this Agreement cannot be canceled except with the written consent of the Seller and then only with reimbursement for loss to the Seller as agreed upon by the Seller. Seller shall have the right without notice to Buyer to alter or modify the Seller's design and construction of the products ordered under this Agreement and substitute other material where the Seller deems it to be appropriate. 10.CREDIT If the Seller shall at any time doubt the Buyer's financial responsibility,Seller may decline to make shipments hereunder except upon receipt of cash payment in advance or security,satisfactory to Seller in advance. If Buyer fails in any way to fulfill the terms and conditions on the"Contract for Professional Services'Seller may defer further shipments until such default is corrected and may at the option of the Seller treat such default as refusal by Buyer to accept further shipments hereunder. A finance charge of 1 ''Y2%(18%per annum)will be charged on all past due invoices. 11. EXPORT If the products are to be exported,this order is subject to Seller's ability to obtain export licenses and other necessary papers within a reasonable period. Buyer will,when required,furnish all Consular and Custom declarations and will accept all responsibility for penalties resulting from errors or omissions thereon. 12.ASSIGNMENT The Buyer may not assign any of the Buyer's rights hereunder without the prior written consent of the Seller which consent shall not be unreasonably withheld. 13.DISPUTES The parties'agreement in respect of the equipment shall be deemed to be entered into in Massachusetts and to be a Massachusetts contract and shall be governed and construed in accordance with the laws of the Commonwealth of Massachusetts. Seller and Buyer specifically agree that any legal action brought relating to equipment purchased or relating to this contract will be commenced in Massachusetts within one(1)year after the relevant claim arises,failing which such claim shall be barred notwithstanding any longer statutory period of limitations. All objections to venue are hereby waived by both parties,and Buyer consents to service of process by certified mail addressed to the same address at that address designated for delivery of the equipment purchased hereunder. In the event of any such litigation under or arising out of the agreement,the prevailing party shall be entitled to its costs,including reasonable attorney's fees. 14.SEVERABILITY In the event that any work,phrase,clause sentence,or other provision hereof shall violate any applicable statue, ordinance,or rule of law in any jurisdiction in which it is used,such provision shall be ineffective to the extent of such violation without invalidating any other provision hereof. 15.ENTIRE AGREEMENT This document contains the entire agreement between Seller an Buyer and constitutes the final, complete and exclusive expression of the terms of the agreement,all prior or contemporaneous written or oral agreements or negotiations with respect to such terms as are included herein or are the subject matter hereof being merged herein. By way of illustration and not limitation,Buyer's order shall be deemed to incorporate,without exception,all the terms and conditions hereof notwithstanding any order form of Buyer containing additional or contrary terms or conditions,unless Buyer shall have expressly advised Seller to the contrary in a writing apart from the printed provisions of such order form,and no acknowledgment by Seller of, or reference by Seller to,or performance by Seller under an order of Buyer shall be deemed to be acceptance by Seller of any such additional or contrary printed terms or conditions by a written instrument signed by one.of Seller's office. 16.GOVERNING LAW This document and the sale of any products.hereunder shall be governed by and construed in accordance with the laws of the Sate of Massachusetts. Whenever there is a conflict of laws,the laws of the State of Massachusetts shall prevail. 17.QUOTATIONS Quotations furnished by Seller are not intended as and shall not be construed as constituting an offer to Buyer. Any quotation of Seller is subject to,and shall not become binding upon Seller until receipt by Seller of Buyer's written order based on all the terms and conditions stated herein,without qualification within thirty(30)days after the date hereof,and the Seller's written acceptance of such order at the office indicated on the front hereof. DEP Certified Wastewater Operator Recirculating Sand Filters Manufacturing • Testing • Maintenance • Installations McKean Thomas From: Stepanis, Fred To: McKean Thomas Subject: 48 Long Beach Road Date: Wednesday, February 23, 2000 2:53PM Our Conservation file (SE3-3042) contains nothing indicating Conservation Commission approval of a third floor game room at Map 206/parcel 017. Typically Conservation is concerned with the siting and footprint of a dwelling. We would also look at the outward profiles (eg. decks and other exterior projections). It is unlikely that we would be asked to look at a feature on the interior of the structure. Page 1 tt�E Town of Barnstable RARMKX MA88" Department of Health, Safety, and Environmental Services 639. Public Health Division P.O.Box 534,Hyannis MA 02601 Office: 508-8624644 Thomas A McKean,RS,CHO FAX: 508-790-6304 Director of Public Health February 15,2000 Ms.Paula Kelley,Esquire Ament&Ament P.O.Box 919 Falmouth,MA 02541 RE: 48 Long Beach Road,Centerville, Dear Ms.Kelley, Thank you for all of your telephone communications and faxes to date. The Public Health Division Office originally received proposed house plans dated June 20, 1999 which showed three bedrooms plus an enclosed den and an enclosed game room on the third floor. On about February 2, 2000 immediately upon it being brought to my attention,I requested revised house plans which showed only three(3)bedrooms,not five. To date I do not believe I have received any revised plans designed by an architect or other professional who is qualified to design such plans. I did receive the original plans again with red ink pen changes made by someone(no initials). One red ink pen mark denotes a four feet opening to the den which adjoins a hallway of only 3'9 1/2" wide. I question how this is possible. The third floor game room also shows a red ink pen change of a four(4)feet opening by someone(no initials). It is unknown what the stairway width would be. It appears that the room as designed meets the bedroom definition according to the Title V,the State Environmental Code. On February 14 2000,I telephoned you and requested a three bedroom deed restriction be recorded. To date,I have not received a response or reply in this regard. On February 15 2000 at 8:20 a.m.,I telephoned Susan Rask,Chairman of the Board of Health and she requests the applicant to appear at the next Board of Health meeting to resolve this bedroom issue on March 13,2000 at 10:30 a.m.. She indicated to me that she believes the variance expired at three years. She also indicated to me that the"game room"is considered a bedroom according to the Title V definition. Sincerely yours, omas A.McKean, CHO i i, TOWN OF BARNSTJ E a y0*TH E OFFICE OF Z BM9TABL i BOARD OF HEALTH NAB& A 1639• `em 367 MAIN STREET 0 MAY k' HYANNIS, MASS.02601 let SW �s 4 Y December 19, 1995 Matthew J. Dupuy Ardito, Sweeney, Stusse, Robertson, and Dupuy, P.C. Attorneys At Law Mattacheese Professional Building 25 Mid-Tech Drive, Suite C West Yarmouth, MA 02673 Dear Mr. Dupuy: You are granted variances on behalf of your client Heritage Research from the Board of Health Barnstable Shifting Sands Regulation and the State Environmental Code, Title 5, CMR 15.02 (17) which requires 25 feet removal of all impervious materials around the soil absorption system at Assessors Map 206, Parcel 17, Long Beach Road, Centerville with the following conditions: (1) The wastewater effluent shall be monitored for the following parameters on a monthly basis for the first six months and quarterly thereafter for two years: pH, BOD, Total suspended solids, Nitrate, and Ammonia. (2) No disposal of septage at the Town of Barnstable sewage treatment plant. Due to its location in the flood plain, a contract is necessary from the septage hauler as to where it is being pumped. (3) A maintenance agreement for the FAST unit shall be submitted to the Board of Health rp for to obtaining a disposal works construction permit. callhn (4) A contract with a certified operator shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. Sincerely yours, Susan G. Rask. Chairman Board of Health Town of Barnstable SGR/bcs callhn FROM:BOSTON COLLEGE-CHEMISTRY TO: 5087753344 DEC 5, 1995 12:37PM P.02 BOSTON COLLEGE EUGENE F. MERKERT CHEMISTRY CENTER DEPARTMENT_ OF CHEMISTRY Chestnut Hill, MA 02167.3860 (617)552.3606 r December 5, 1995I r_'e"4 ILI l �� FROM:HOSTON COLLEGE-CHEMISTRY ` TO: 5087753344 DEC 5, 1995 12:37PM P.O1 EUGENE F. MERKERT CHEMISTRY 07-4,N7YER Depaitment of Chemistry Chestnut Dill, MA 02167-3860 United States 1el..(617) 552-3606 Fax. (617) 552-2705 FAX rx'RANSMISSION' Date: To: ,At Fax Nuinber: A ~ 552-2705 Fro : Fax N t6 Wage 1. of :_ _. 'Z Pages. Urgent, Plcase bring, to irnmediate attention. ❑ Please comment on znatedal and return fax material at (617) 552-2705. ❑ Please contact me by Phone at: Comments: _ C I If any portion of transmission is unsuccessful, please call (6I7)- 552- 3606. e ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING NOS ��� � ~� 25 MID—TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 QrBr6 EDWARD J.SWEENEY JR. TELEPHONE(508)775-3433 r� "+�• `�`� MICHAEL B.STUSSE FAX(508)790-4778 RICHARD A.DALTOIN DONNA M. ROBERTSON �'�� r M{$ B9Tn MATTHEW J.DUPUY RUTS;A.M'RAU HE N CHARLES J.ARDITO, P.C. PLEASE REFER TO FILE November 28, 1995 NUMBER 5572D Barnstable Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Attn: Thomas McKean Re: Callahan v. Horn Long Beach Road F.A.S.T. System Dear Sir: This letter is to further explain our notice of November 21, 1995 to which additional information is requested; that being .that the variance to be discussed is "CMR 15/02 ( 17 ) 25 ' Removal when constructing system in fill. We request a variance of 151" . Also to be discussed is the "Barnstable Shifting Sands Regulation. Note: Gravel over septic system obviates need for variance" . Thank you. Rape yours,DUPUY Engineering Attorney Albert Schulz All. Abutters ARDITO. SWEENEY, STUSSE, ROBERTSON & DUPUY. P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING , K C7'... - C: e 25 MID—TECH DRIVE.SUITE C ,� � �%,/ •A � WEST VARMOUTH.MASSACHUSETTS 02673 F 8M 4 +qc 1062237L t - • RETURN RECEIPT REQUESTED . Barnstable Board of Health i Town. of Barnstable 367 main st. I Hyannis, MA 02601 5572D Attn: Tom IsciCean _ _ .__DE. T j G1 O w w O ' 2 Q N • r W F � Z Q O (p i - / •l 3NIl n N U ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID—TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 EDWARD J.SWEENEY JR. TELEPHONE(508)775-3433 MICHAEL B.STUSSE FAX(508)790-4778 RICHARD A.DALTON DONNA M. ROBERTSON CHARLES M.SABATT MATTHEW J.DUPUY RUTH A.McLAUGHLIN CHARLES J.ARDITO, P.C. PLEASE REFER TO FILE November 21, 1995 NUMBER 5572D Barnstable Board of Health Town of Barnstable ; ;7 n 367 .Main Street . , Hyannis, MA 02601 � ' Attn: Thomas McKean NOS, Re: Callahan v. Horn gN 79 Long Beach Road F.A.S.T. System s Dear Tom: This letter is to confirm that the Board of Health will review the plan regarding the use of a F.A.S.T. System in the above-captioned matter on December 5, 1995 at 7 :00 p.m. Thank you. I Very tr rs, ' T W PUY JD/ eb cc: Down Cape Engineering Attorney Albert Schulz ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID—TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 EDWARD J.SWEENEY JR. TELEPHONE(508)775-3433 MICHAEL B.STUSSE FAX(508)790-4778 RICHARD A.DALTON DONNA M. ROBERTSON CHARLES M.SABATT MATTHEW J.DUPUY RUTH A.McLAUGHLIN CHARLES J.ARDITO, P.C. PLEASE REFER TO FILE November 21, 1995 NUMBER 5572D Barnstable Board of Health Town of Barnstable = 367 Main Street Hyannis, MA 02601 Attn: Thomas McKean Re: Callahan v. Horn Long Beach Road F.A.S.T. System Dear Tom: This letter is to confirm that the Board of Health will review the plan regarding the use of a F.A.S.T. System in the above-captioned matter on December 5, 1995 at 7 :00 p.m. Thank you. Very truly yours, a � MATTHEW J. DUPUY MJD/deb cc: Down Cape Engineering Attorney Albert Schulz r I ARDITO, SWEENEY, STUSSE, ROBERTSON & DUPUY, P.C. ATTORNEYS AT LAW MATTACHEESE PROFESSIONAL BUILDING 25 MID—TECH DRIVE, SUITE C WEST YARMOUTH, MASSACHUSETTS 02673 EDWARD J.SWEENEY JR. TELEPHONE(508)775-3433 MICHAEL B.STUSSE FAX(508)790-4778 RICHARD A.DALTON DONNA M. ROBERTSON CHARLES M.SABATT MATTHEW J.DUPUY RUTH A.McLAUGHLIN CHARLES J.ARDITO, P.C. PLEASE REFER TO FILE November 15, 1995 NUMBER 5572D Barnstable Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Callahan, et al V. Barnstable Bd. of Health Docket #93-811 Dear Board: Enclosed please find plans regarding the above-captioned matter showing the F.A.S.T. system. We would like to be put on the agenda for December 12, 1995. Please advise. Thank you. Very/truly ours, dy� �,q � MAT HEW J. DUPUY kJD/deb Encs. cc: Arn Ojala Doug Lebel r 5 a Page 4 of 6 IPART IV SPECIAL GRANT CONDITIONS STEP 3 Project No.: C 250 424-02 Applicant: Barnstable, MA 19. When 60% of the Architectural/Engineering subagreement costs have been expended, the Grantee shall submit to the MA Division of Water Pollution Control a status of the work completed to date and a budget of the work necessary to complete the subagreement. 20. MAINTAINS TREATMENT i The Grantee agrees to maintain the degree. of treatment necessary to comply with the applicable effluent limitations set forth in the State Groundwater Discharge Permit at all times during construction. 21. This grant is subject to the 5% cap referenced in 40 CFR 35.2205. 2., FLOOD PLAIN-WETLANDS '-• - - The Grantee shall not permit any person to discharge wastewater or septage into any collection line, lateral sewer, interceptor or other means of con- veying wastewater to the facilities constructed under this project, if such wastewater or septage originates from any building, facility or other manner of construction which is hereafter erected or otherwise placed, in [n2-3: whole or in part, upon land which is defined as .a w tland or(f� odpla nwithi.n the meaning of Federal Executive Orders 11988 and 11990. The Grantee agrees to limit the amount of septage treated to either 30,000 gpd (7 days per week, for a total of 210,000 gallons) or 42,000 gpd (5 days a week for a total of 210,000) . In no case shall the aforementioned amount of septage treated be exceeded unless the Town can certify that a public health emergency condition existed which necessitated the treatment of greater than 210,000 gallons-per-week of septage. 24. The Grantee agrees to prepare a quality assurance/quality control (QA/QC) plan to sample its wastewater and septage within 3 months of grant accep- tance. The QA/QC plan shall be prepared in accordance with EPA-600/ 8-83-024, EPA-600/4-83-004, and the "POTW Sludge Sampling and Analysis Guidance Document" dated July 18, 1988. The sampling, analysis and reporting of volatile organic compounds and toxicity analysis shall begin within one month of the grantee's acceptance of the GC monitoring equipment and respirometer proposed for this project. It is understood that the grantee must employ adequate technical personnel at the Hyannis Water Pollution Control Plant to operate this equipment and assure the accuracy of the analysis results. (40 CFR 30.302 (d)(3) , 30.503 (f) and (h) 25. The Grantee agrees to monitor the septage and treated wastewater with grab samples on a weekly basis, and analyze the samples for the following pollu- tants: trichlorethylene; carbon tetrachloride; vinyl chloride; 1,2-dichloroethane, 1,1,1-trichloroethane, benzene, para-dichlorobenzene, 1,1-dichloroethylere. h� f { technical Bulletin 2-93 .y� Flood-Resistant Materials Requirements for Buildings Located in Special Flood Hazard Areas in accordance with the National Flood Insurance Program ::><>` .. ':<> . :> OLYESTER fist?........ . Y O X EX PAIN o ~ 4G�lyGY Mq�9 a FEDERAL EMERGENCY MANAGEMENT AGENCY FIA-TB-2 FEDERAL INSURANCE ADMINISTRATION 4/93 0 0� Sze s Key Word/Subject Index: This index allows the user to quickly locate key words and subjects in this Technical Bulle- tin. The Technical Bulletin User's Guide (printed separately)provides references to key words and subjects throughout the Technical Bulletins.. For definitions of selected terms, refer to the Glossary at the end of this bulletin. Key Word/Subject Page Breakaway wall materials in V zones, made of flood-resistant materials 12 Flood-resistant flooring materials 4 Flood-resistant material, definition of 1 Flood-resistant materials, classifications, use of 2 Flood-resistant wall and ceiling materials 7 Latticework in V zones, made of flood-resistant materials 12 U.S. Army Corps of Engineers"Flood Proofing Regulations" 2 Any comments on the Technical Bulletins should be directed to: y FEMA/FIA Office of Loss Reduction Technical Standards Division 500 C St., SW, Room 417 Washington, D.C. 20472 Technical Bulletin 2-93 replaces Technical Bulletin 88-2 (draft) "Flood-Resistant Materials." r Graphic design based on the Japanese print The Great Wave Off Konagawa, by Katsushika Hokusai (1760- 1849), Asiatic collection, Museum of Fine Arts, Boston. I TECHNICAL BULLETIN 2-93 • Flood-Resistant Materials Requirements for Buildings Located In Special Flood Hazard Areas in accordance with the National Flood Insurance Program Introduction The requirement to use construction and finishing materials that are resistant to flood damage in all new and substantially improved buildings in identified Special Flood Hazard Areas (SFHAs) is an important part of the National Flood Insurance Program's (NFIP's) flood-damage-resistant design and construction standards. A residential building's lowest floor is required to be elevated to or above the base flood elevation (BFE). All construction below the lowest floor is susceptible to flooding and must consist of flood-resistant materials. Uses of enclosed areas below the lowest floor in a residential building are limited to parking, building access, and limited stor- age—areas that can withstand inundation by floodwater without sustaining significant structural damage. The purpose of this Technical Bulletin is to provide data and guidance on what constitute"mate- rials resistant to flood damage" and how and when these materials must be used to improve a building's ability to withstand flooding. NFIP Regulations • Section 60.3(a)(3) of the NFIP regulations requires that the community: "Review all permit applications to determine whether proposed building sites will be reasonably safe from flooding. If a proposed building site is in a floodprone area, all new construction and substantial improvements shall...(ii) be constructed with materials resis- tant to flood damage..." It should be noted that Technical Bulletins provide guidance on the minimum requirements of the NFIP regulations. Community or State requirements that exceed those of the NFIP take precedence. Design professionals should contact the community to determine whether more restrictive local or State regulations apply to the building or site in question. All applicable standards of the State or local building code must also be met for any building in a flood hazard area. Required Use of Flood-Resistant Materials Flood-Resistant Material "Flood-resistant material"is defined as any building material capable of withstanding direct and prolonged contact with floodwaters without sustaining significant damage. The term"prolonged contact"means at least 72 hours, and the term"significant damage"means any damage requiring more than low-cost cosmetic repair (such as painting). 1 1 As stated previously, all structural and non-structural building materials at or below the BFE must be flood resistant. This requirement applies regardless of the expected or historic • flood duration. For example, buildings in coastal areas that experience relatively short-duration flooding (generally, flooding with a duration of less than 24 hours) must be constructed with flood-resistant materials below the BFE. As noted in the tables within this bulletin, only Class 4 and Class 5 materials are acceptable for areas below the BFE in floodprone buildings. In some instances, Class 1, 2, and 3 materials may be permitted below the BFE, when specifi- cally required to meet local building code provisions concerning life-safety issues. In below- BFE applications, materials that meet life-safety code requirements and have maximum resis- tance to damage from flood inundation should be used. This applies to the flood-resistant re- quirements only. In Zones V, VE, and V IN30, the installation of such materials may create an obstruction. Because obstructions in V zones could result in structural failure of the building, they represent a life-safety issue and shall therefore take precedence over local building codes. Refer to Technical Bulletin 5, "Free of Obstruction Requirements," for further information. Lowest Floor Under the NFIP,the term"lowest floor"is used to define the lowest level of a building that must be located at or above the BFE as required under Sections 60.3(c)(2) and (3) of the NFIP regula- tions. The floodplain management regulations, under Section 60.3(c)(5), limit the use of all areas below the lowest floor to parking of vehicles, storage, and building access. These reason- able uses below the BFE are permitted because the amount of damage caused by flooding to these areas can easily be kept to a minimum if design and construction requirements contained in the NFIP regulations are met. Failure to meet the requirements can increase the building's • damage potential and result in the application of higher flood insurance premiums. The require- ment to use flood-resistant materials means that all interior wall, floor, and ceiling materials located below the BFE be unfinished and resistant to flood damage. This is meant to exclude the use of materials and finishes normally associated with living areas constructed above the BFE. Flood Insurance Implication An NFIP flood insurance requirement regarding the use of materials in areas below the BFE must also be considered. Flood insurance will not pay a claim for finishing materials (such as clay floor tiles) located in basements or in enclosed areas below the lowest floor of an elevated building, even if such materials are considered to be flood resistant. The NFIP defines finishing materials as anything beyond basic wall construction. Flood-Resistant Classification of Materials The information in this Technical Bulletin is based primarily on the U.S. Army Corps of Engi- neers (COE) 1992 "Flood Proofing Regulations:" The following table (Table 1) classifies building materials according to their ability to resist flood damage. i 2 L • Table 1 Flood-Resistant Classification of Materials N F I Class Class Description P A C 5 Highly resistant to floodwater damage. Materials C within this class are permitted for partially enclosed E or outside uses with essentially unmitigated flood P exposure. T A 4 Resistant to floodwater damage. Materials within B this class may be exposed to and/or submerged in floodwaters in interior spaces and do not require • E special waterproofing protection. U 3 Resistant to clean water damage. Materials within N this class may be submerged in clean water during A periods of intentional flooding. C C 2 Not resistant to water damage. Materials within this E class require essentially dry spaces that may be r P subject to.water vapor and slight seepage. T A 1 Not resistant to water damage. Materials within this B class require conditions of dryness. L E Source: COE 1992 "Floodproofing Regulations" 3 Flooring Materials Table 2 lists flooring materials commonly used in construction that fall within the five classes • described in Table 1. Not all available construction and finishing materials are listed. For prod— ucts not listed herein, manufacturers' literature should be reviewed for recommended uses. Such recommendations must be complied with fully. All masonry and wood products used in floodprone buildings must comply with the applicable materials standards of the nationally recognized standards organizations, such as the American Society for Testing and Materials (ASTM), the American Concrete Institute (ACI), and the American Wood Products Association (AWPA). Basis for Classification of Flooring Materials The classification of flooring materials is based on their vulnerability to damage from inundation by floodwaters. Class 1, 2, and 3 flooring materials are not acceptable for below-BFE applica- tions for one or more of the following reasons: • Normal suspended-floor adhesives specified for above-grade use are water soluble or are not resistant to alkali or acid in water, including ground seepage and vapor. • n products Flooring materials contain wood and wood g • Flooring materials are not resistant to alkali or acid in water. • Sheet-type floor coverings (linoleum, rubber, and vinyl)restrict evaporation from below. • Flooringmaterials are impervious but dimensionally unstable. P 4 a a Table 2 Flooring Materials Classifications for Flood Resistance • Classes of Flooring Types of Flooring Materials Acceptable Unacceptable 5 4 3 2 1 Asphalt Tilel • With asphaltic adhesives • Carpeting (glued down type) • Cement/bituminous, formed-in-place • Cement/latex, formed-in-place • Ceramic tiler • With acid-and alkali-resistant grout • Chipboard • Clay tile • Concrete, precast or in-situ • • Concrete the • Cork • Enamel felt-base floor coverings • Epoxy, formed-in-place • Linoleum • Magnesite (magnesium. oxychloride) • - Mastic felt-base floor covering • Mastic flooring, formed-in-place • Polyurethane, formed-in-place • PVA emulsion cement • Rubber sheetsl • With chemical-set adhesives2,3 • Rubber tiler • With chemical-set adhesives3 • Silicone floor, formed-in-place • i 5 Table 2 Flooring Materials Classifications for Flood Resistance • Classes of Flooring Types of Flooring Materials Acceptable Unacceptable 5 4 3 2 1 Terrazo • Vinyl sheets (homogeneous)) • With chemical-set adhesives2,3 • Vinyl the (homogeneous)1 • With chemical-set adhesives3 • Vinyl tile or sheets (coated on cork or wood product backings) • Vinyl-asbestos the (semi-flexible vinyl)) • With asphaltic adhesives • Wood flooring or underlayments • Wood composition blocks, laid in cement mortar • Wood composition blocks, dipped and laid in hot pitch or bitumen • Pressure-treated lumber, .40 CCA4 • Naturally decay-resistant lumber4,5 • Notes: Using normally specified suspended flooring (i.e., above- grade) adhesives, including sulfite liquor (lignin or "linoleum paste"), rubber/asphaltic dispersions, or "alcohol" type resinous adhesives (culmar, oleoresin) 2 Not permitted as Class 2 flooring 3 E.g., epoxy-polyamide adhesives or latex-hydraulic cement 4 Not in the COE list; added by FEMA 5 Refer to local building code for guidance i 6 Wall and Ceiling Materials • Table 3 lists wall and ceiling materials commonly used in construction that fall within the five classes described in Table 1. Not all available construction and finishing materials are listed. For products not listed herein, manufacturers' literature should be reviewed for recommended uses. Such recommendations must be complied with fully. All masonry and wood products used in floodprone buildings must comply with the applicable materials standards of the nationally recognized standards organizations, such as the American Society for Testing and Materials (ASTM), the American Concrete Institute (ACI), and the American Wood Products Association (AWPA). Basis for Classification of Wall and Ceiling Materials The classification of wall and ceiling materials is based on their vulnerability to damage from inundation by floodwaters. Class 1, 2, and 3 wall and ceiling materials are not acceptable for below-BFE applications for one or more of the following reasons: • Normal adhesives specified for above-grade use are water soluble or are not resistant to alkali or acid in water, including ground seepage and vapor. • Wall and ceiling material contains wood, wood products, gypsum products, or other material that dissolves or deteriorates, loses structural integrity, or is adversely affected by water. • Wall or ceiling material is not resistant to alkali or acid in water. • • Wall or ceiling material is impervious but is dimensionally unstable. 1 • Wall or ceiling materials absorb or retain water excessively after submergence. • 7 Table 3 Walls and Ceiling Materials Classifications for Flood Resistance • Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable 5 4 3 2 1 Asbestos-cement board (and cement board1) • Brick, face or glazed • Common • ...................................................................... ............... .................................... ................................................. .................................... ................................. ............... .................................... ................................................. .................................... ................................. ............... s built-in Cabinets,Wood • Meta I . • Cast stone (in waterproof mortar) • ...................................................................... ............... .....................................%....... ...... h Ik C a boards Slate, porcelain glass, nucite glass • Cement-asbestos • Composition, painted • • Chipboard • Exterior sheathing grade • .. . . . .. ... . .. . .. ..... .. ................................................... ............... .................................... ................................................. til Clay e Structural glazed • Ceramic veneer, ceramic wall tile-mortar set • Ceramic veneer, organic adhesives • Concrete • Concrete block • Corkboard • ...................................................................... ............... .................................... ................................................. ............................... ............... Do ors s Wood hollow • Wood, lightweight panel construction • Wood, solid •. Metal, hollow • Metal, Kalamein • 8 • Table 3 Walls and Ceiling Materials Classifications for Flood Resistance Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable 5 4 3 2 1 Fib erboard r vegetable boa d P panels, types ae es Sheathing grade (asphalt coated or impregnated) Otherwise • Gypsum products r oducts Gypsum board (including greenboard�) • Keene's cement of plaster • Plaster, otherwise, including acoustical • Sheathing panels, exterior grade • Glass (sheets' colored tiles, panels) • Glass blocks • Hardboard Tempered, enamel or plastic coated • All other types • Insulation Foam or closed-cell types • Batt or blanket types • All other types • Metals, non-ferrous (aluminum, copper, or zinc tiles) • Metals, Ferrous • Mineral fiberboard • Plastic wa ll til e (polystyrene,Y tY ren e ure a formaldehyde, t etc.) Set in waterproof adhesives, pointed with waterproof grout •. Set in water-soluble adhesives • 9 r Table 3 Walls and Ceiling Materials Classifications for Flood Resistance • Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable 5 4 3 2 1 .................. .................. ................................................. .................................... ................ ................................ Paint .................................... ................ ................................ Polyester-epoxy and other waterproof types • All other types • Paperboard • Partitions, folding Wood, pressure treated, .40 CCA minimum l (if not treated, then material is Class 2) • Metal • Fabric-covered • Partitions, a ions stationa ry ry Wood, pressure treated, .40 CCA minimuml (if not treated, then material is Class 2) • Metal • Glass, unreinforced • Glass, reinforced • Gypsum, solid or block • Rubber, moldings and trim with epoxypolyamide adhesive or latex-hydraulic cement • All other applications • Steel, (panels, trim, tile) with waterproof applications • With non-waterproof adhesive • Stone, natural solid or veneer, waterproof grout Stone, artificial non-absorbent solid or veneer, waterproof grout • All other applications • i 10 • Table 3 Walls and Ceiling Materials Classifications for Flood Resistance Classes of Walls and Ceilings Types of Wall and Ceiling Materials Acceptable Unacceptable 5 4 3 2 1 S aw tr r boa d Exterior grade (asphalt-impregnated kraft paper) • All other types • Wall v a covering g Paper, burlap, cloth types • Wo od Solid, standard • Solid, naturally decay-resistantl,2 • Solid pressure treated, .40 CCA minimums • Ply wood Marine Grader • Pressure treated, .40 CCA minimum • Exterior grade • Otherwise • Note: Not on the COE list; added by FEMA 2 Refer to local building code for guidance 11 r i Construction Examples • Flood-Resistant Materials in Buildings in Zones A, AE, Al-A30, AR, A0, and AH Figure 1 illustrates a building elevated on solid foundation walls, over a crawlspace. The NFIP regulations require that the lowest floor be at or above the BFE. The construction method illus- trated in Figure 1 meets this requirement. Note, however, that the flooring materials and sup- porting wood members are at or below the BFE. Therefore, in Figure 1, all materials supporting the lowest floor, including the flooring itself, must be made of flood-resistant materials. To maximize the use of the area below the lowest floor, it is a common floodplain construction technique to elevate a building a full story (approximately 8 feet), even though the BFE may only be 4 or 5 feet above grade. In such cases, while the NFIP regulations require that Class 4 or. 5 building materials be used below the BFE, FEMA strongly recommends that Class 4 or Class 5 materials also be used for the construction of the remainder of the buildingbelow the 1 eowes t floor. Flood damage from a greater-than-design flood event will thereby be reduced in the lower area. Flood-Resistant Materials in Buildings in Zones V, VE, and _ VI-V30 wall IJ,�Tj Stud� Ii All structural and non-structural I I Sale materials installed below the = I Ii, Plate Flooring Lowest • ........ BFE must be flood resistant . Floor BFE ........... Floor Joists �Sub Floor The NFIP regulations require that the bottom of the lowest Sill Plate horizontal structural member of the lowest floor(usually the Foundation floor beam or girder) of a wall o - building in Zone V, VE, or V1- 00 A V30 be at or above the BFE. oo Foundationoo N Therefore, all materials below Opening oo oo the floor beam(s) must be flood resistant. This includes but is o not limited to breakaway wall ,/Grade m materials and open latticework. jell', � Breakaway walls will remain in place during low-level floods and must be flood resistant, so that they will not deteriorate Footer over time after being soaked by E ---------- floodwaters. Figure 2, on the next page, illustrates this re- Figure 1. Building Elevated on Solid Foundation Walls Meeting the quirement. Minimum NFIP Requirements for Zones A,AE,A 1—A30,AR, A0, and AH • 12 Bottom of the lowest horizontal structural member of the lowest floor Wall StudSole II I I II Plate I I I �i �� II II II II II III—� I --- I I I • I I • BFE II II II II I I T II II O I I Pile O O_ I I Or Column II �_ II u II O II II II II Grade o LI a 2/7 r N I I - I I I I I I I C I--I-n I- —I— �- - - 1r - -- - - - 1� - - - SECTION ELEVATION Figure 2. Flood-Resistant Material Requirements for Buildings Elevated in Accordance with NFIP Requirements for Zones V, VE, and V 1—V30 Accessory Buildings Some communities permit the construction of low-cost, small detached accessory buildings (e.g., garages, storage sheds)with a lowest floor elevation below the BFE (Technical Bulletin 5, "Free- of-Obstruction Requirements,"provides definitions of"low-cost" and "small"). The below-BFE portions of such buildings must be constructed of flood-resistant materials so that flood damage will be minimized. Additional construction requirements for these buildings, such as the need to anchor the building to resist flotation, collapse,and lateral movement, also must be met before the building is permitted and built. For additional information about these requirements, contact the community that has permitting jurisdiction. Wet Floodproofing • Wet floodproofing is designing a building to allow floodwaters to enter in order to equalize hydrostatic forces. The NFIP does not allow wet floodproofing in lieu of meeting the lowest 13 floor elevation requirements. However, in situations where the NFIP regulations do not apply, such as voluntary floodproofing of an existing (Pre-FIRM) building not in association with substantial improvements, the use of flood-resistant materials is advisable. Using flood-resistant materials will make cleanup and repair following a flood much easier and less costly than if the floodprone areas are constructed of non-flood-resistant materials. The NFIP The NFIP was created by Congress in 1968 to provide federally backed flood insurance cover- age, because flood insurance was generally unavailable from private insurance companies. The NFIP is also intended to reduce future flood losses by identifying floodprone areas and ensuring that new development in these areas is adequately protected from flood damage. The NFIP is based on an agreement between the federal government and participating communities that have been identified as floodprone. FEMA, through the Federal Insurance Administration (FIA), makes flood insurance available to the residents of a participating community provided that the community adopts and enforces adequate floodplain management regulations that meet the minimum NFIP requirements. The NFIP encourages communities to adopt floodplain manage- ment ordinances that exceed the minimum NFIP criteria. Included in the NFIP requirements, found under Title 44 of the U.S. Code of the Federal Regulations, are minimum building design and construction standards for buildings located in SFHAs.. Through their floodplain manage- ment ordinances, communities adopt the NFIP,design performance standards for new and sub- stantially improved buildings located in floodprone areas identified on FIA's FIRMs. Technical Bulletins This is one of a series of Technical Bulletins FEMA has produced to provide guidance concern- ing the building performance standards of the NFIP. These standards are contained in Title 44 of the U.S. Code of Federal Regulations at Section 60.3. The bulletins are intended for use prima- rily by State and local officials responsible for interpreting and enforcing NFIP regulations and by members of the development community, such as design professionals and builders. New, bulletins, as well as updates of existing bulletins, are issued periodically, as necessary. The bulletins do not create regulations; rather they provide specific guidance for complying with the minimum requirements of existing NFIP regulations. Users of the Technical Bulletins who need additional guidance concerning NFIP regulatory requirements should contact the Natural Haz- ards Branch of the appropriate FEMA regional office. The "User's Guide to Technical Bulle- tins" lists the bulletins issued to date and provides a key word/subject index for the entire series. Ordering Information Copies of the Technical Bulletins can be obtained from the appropriate FEMA regional office. Technical Bulletins can also be ordered from the FEMA publications warehouse. Use of FEMA Form 60-8 will result in a more timely delivery from the warehouse— the form can be obtained from FEMA regional offices and your state's Office of Emergency Management. Send publica- tion requests to FEMA Publications, P.O. Box 70274, Washington, D.C. 20024. • 14 Further Information The following publications provide further information concerning the use of flood-resistant materials: 1. "Answers to Questions About Substantially Damaged Buildings,"FEMA, May 1991, FEMA-213. 2. "Floodproofing Non-Residential Structures,"FEMA, May 1986, FEMA-102. • 3. "Flood Proofing Regulations", Chapters 9 and 10, U.S. Army Corps of Engineers, March 1992, EP 1165-2-314. 4. "Flood Proofing Systems and Techniques,"U.S. Army Corps of Engineers, December, 1984. 5. "Repairing Your Flooded Home,"FEMA and the American Red Cross, August 1992, FEMA-234, ARC 4477. 6. "Technical Notes for Brick Construction,"Brick Institute of America, McLean, Virginia, n.d.. Glossary Base flood—The flood that has a 1-percent probability of being equaled or exceeded in any given year(also referred to as-the 100-year flood). Base Flood Elevation (BFE) —The height of the base flood, usually in feet, in relation to the National Geodetic Vertical Datum of 1929 or other datum as specified. Basement—Any area of a building having its floor subgrade (below ground level) on all sides. Coastal High Hazard Area—An area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high- velocity wave action from storms or seismic sources. Federal Emergency Management Agency (FEMA)—The independent federal agency that, in addition to carrying out other activities, oversees the administration of the National Flood Insur- • ance Program. Federal Insurance Administration (FIA) —The component of FEMA directly responsible for administering the National Flood Insurance Program. Flood Insurance Rate Map (FIRM)—The insurance and floodplain management map issued by FEMA that identifies, on the basis of detailed or approximate analyses, areas of 100-year flood hazard in a community. Floodprone area —Any land area susceptible to being inundated by floodwater from any source. • 15 Lowest floor—The lowest floor of the lowest enclosed area of a building, including a base- • ment. Any NFIP-compliant unfinished or flood-resistant enclosure useable solely for parking of vehicles;"building access, or storage (in an area other than a basement) is not considered a building's lowest floor. Special Flood Hazard Area (SFHA)—Area delineated on a Flood Insurance Rate Map as being subject to inundation by the base flood and designated as Zone A, AE, Al-A30, AR, A0, AH, V, VE, or V1-V30. Substantial damage—Damage of any origin sustained by a structure whereby the cost of restoring the structure to its before-damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred. Substantial improvement—Any reconstruction, rehabilitation, addition, or other improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the "start of construction" of the improvement. This term includes structures that have incurred"substantial damage,"regardless of the actual repair work performed. • i r • 16 The Town of Barnstable t NA"M.n : Conservation Department .614 � 367 Main Street, Hyannis, MA 02601 Office 508-790-6245 Robert W. Gatewood FAX 508-775-3344 Conservation Administrator TO: Tom McKeon, Director, Health Dept. FROM: Robert W. Gatewood RE: Heritage Research Project DATE: February 19, 1993 In response to your questions: is the project locus in a velocity zone, how is that determination made, and finally, why didn't the Conservation Department/Commission request FEMA's perspective. . . 1. As we determine, the septic and house o� the proposed Heritage Research project reside in an A zone (subject to stillwater flooding) , and not a velocity zone. 2 . In delineating velocity pursuant to wetland protection regulations, we rely upon the FIRM panel for the given area. The velocity zone from the FIRM panel, when rendered as an overlay (at corresponding scale) upon the site plan is determinative. Seaward of the V-zone line is within, landward is outside of the velocity zone. 3 . We felt to require a site-specific velocity zone delineation by FEMA using a new (and narrowly applied) dune cross-section method would be inappropriate. Floodplain mapping should be done in broad, accurate strokes, rather than a little bit here (followed by a requisite FIRM panel revision) , a little bit there (followed by, you guessed it, another FIRM panel revision) . I feel strongly that when FEMA is ready to apply its new method to the Barnstable coastline, it should proceed in one grand townwide effort, and revise all our panels at once. Otherwise we face a waste of federal tax dollars and perhaps the risk of unnecessary regulatory burden upon our applicants. The Board of Health may have good reason to require the re- analysis of the velocity zone at the locus. We don't discourage them. AertRee. The BOH should not grant a variance to its regulation prohibiting new septic systems in shifting sands for the following reasons: The Handbook for Local Officials for Projects in the Floodplain issued by . the Commonwelath of Massachusetts Executive Office of Environmental Affairs , Flood Hazard Management Program gives the. following guidance to BOHs when reviewing projects in the floodplain. It states (p. 21) that FEMA/NFIP regulations 44 CFk 60. 3 (a) (5) require that 1) new and replacement sanitary sewage systems be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters and 2) on-site waste disposal systems be located to avoid impairment to them or contamination from them during flooding. These requirements shouldbe met if a community participates in the National Flood Insurance Program (NFIP) . The Handbook further advises that BOHs review whether the project is located in a Velocity Zone (based on FEMA FIRM maps) and notes that Massachusetts Coastal Zone Management g ment recommends against placing septic systems in velocity zones, especially systems requiring the mounding up of soil around the system. The seaward portion of the lot in question is located in a V10 zone. The more landward portion of the lot, and the area where the septic system is proposed to be placed, is mapped on the FIRM maps Ur,>�as an A13 zone..—��T e predicted. 100 year storm stillwater flood is A0 7) at elevation 11. The BOH is concerned that in a 100 year flood zkrtl virtually the entire lot will be under water as only a very small portion of the lot lies above elevation 11. The BOH also has concerns that the seaward barrier dune is not an effective barrier to flood storm surges and wave action. The BOH has reason to suspect that the entire lot may in fact be a velocity zone, although a portion is mapped as an A13 zone. This is because of the so-called 11540 square foot" rule: FEMA 44 CFR Parts 59 , 60, 61, 65, 70 and 72 National Flood Insurance Program; Flood Plain Management Standards. These rules (Federal Register vol . 53 no. 88 , 1988) state that "the cross ional area of the dune , as m_Qasured from the ocean si e of the dune crest and above the 100 year stillwate ood elevation mus e 0 s uare fee er for --be to be considered effective in attenuatin wave ac r�--U�der-the rule all dunes with a cross sec Iona areas �r er 540 sgaure feet will be treated as completely eroded during the 100 year storm in the preparation of FIRMs. Such a dune will not be credited with offering any protection against -flooding or wave action n areas to the landward side of that dune.For dunes with a cross-sectional area smaller than the 540 square feet , the methods used t determine the areas subject to wave action will be employed as if the dune did not exist" . It appears to the BOH that the barrier dune is less than 540 square feet and the applicant has not provided any information that the dune is greater than 540 square feet. Since the most recent Barnstable FIRM maps were 1 prepared prior to this 1988 rule (Check Map Year to make sure this is true! ) it is possible that a portion of the lot is incorrectly mapped as being an A13 zone and is in fact a velocity zone. The BOH believes it is not in the interests of public health to allow new septic systems to be placed in shifting sand. The entire lot in question appears to be a coastal dune which by its nature and under normal daily conditions is composed of constantly shifting sand. Further, it appears as though the entire lot may be a velocity zone which would result in the movement of large volumes of sand during a major storm event, with the possible uncovering and destruction of the septic system. 6 - 5 1 WED 1 219 AUEREY r0MSULT I Nr I H P _ 02 W • ° AL3E3REY CONSULTING, INC, • 'i G January 1993 'Attorney Albert Schultz 7 Parker Rd 0stcrville, MA 02655 Rc: Horn property Long Beach Road Map 206/Paricel 17 Ik.ar Mr. Schultz: Aubrey Consulting, Inc, (AQ has been asked submit comments concerning the proposed bouse constniction on Long Beach toad designated as Map 206/Parcel 17, The con ' cerrj centers afound the geologic classification of the property and the potential impact of the septic system A.S.i0ciated with the new house, ACI had the opportunity to visit the site and make a preliminary assessment. The following summarizes my opinion of the proposed construction. Characterization in brief Long Beach has been designated as a barrier beach by Massachusetts Coastal Zone Management. The majority of the eastern one-third of the barrier beach is heavily developed with single family homes. This section of the barrier beach is heavily anno�red along both the C'. ,rrtcrville River and Centerville,Harbor shorelines. The western two-thirds of the barrier beach is ir itnarily undevetapod vvi(h few shore protection structures. Most of the developed section of harrier beachsituated behind the seawall,while classified as a dune is not presently functioning as a'dune nor has it functioned'as such f6r decades however, the seawall ends several hundred feet west of the Horn property. The only storm damage protectiob is provided by the small fronting dune. The developed section'of barrier T beach has been classified by the Federal Emergency vtanagen�ent Agency (FEMA) as an "A" zone because of the fronting seawall. The difference between an "A" end a "V" zone is that a "V" may sustain a 3-foot wave during a 10-year flood, 1~'I'MA typically designates low dune type areas as an "A" zone when there are shore protection str►,rotres present. Specifically,FEMA referred to the continuous seawall which fronts all of the h6o,;ds along Centerville Harbor and Nantucket Sound. The Centerville River side of the barrier beach.will not allow the formation of large waves during a 100-year starts. Although the river provides access for flood waters, there is extremely . limited fetch. Limited fetch means that there rs a strrall distance for wave generation. Therefore, a 3-foot wave cannot be generated on the fiver. Because of extensive and permanent development,a 3-foot wave cannot overt o the barrier from the south,either.• This means that during a 100-year flood waves will trot be a factor. potential damage will only occur as a result of the rise and fall of flood waters. �;he,�hifns Property, . The proposed house is located on the. Centerville Harbor/Nantucket Sound d side of the e bal rrier island adjacent to the Beach Club and is located behind a small fronting drtne. The area Y. f. SSO Gifford Street, Sulte 8-3 0 Falmouth, Messechuretrs 02540 Telephone (SOS) 457-O810 Fax (50e) 457-0734 1 , + t-a - T - IS? = T H U 9 3T AUDREY CONSULTING IN P 02 stoked for the proposed house'is classified as a secondary dune. The fIorn property and the adjacent property located to the west are heavily vegetated with Cape American beach grass, 'rep 1cd Jdouse flan During th6 site.visit we'discussed the impacts of structures on the migration of a barrier �cach and dune system. It is our understanding that the proposed house will be elevated on pilings a.hnve the 100 year flood elevation. The only permanent structure located on the dune will be the Sortie holding tank and leaching field. rQ1.C.itial impacts of the Proposed Structure t State regulations require that'any construction on a dune/barrier beach should have a minimum impact on*the transport of sand by aeolian and overwash processes. The present Massachusetts Title 5 and DEP Southeast Region guidelines require new structure septic systems to meet Title 5. Addidonally,DEP Southeast Region requites that septic'structures loc?tcd in dune 4ia subjected to;unc'overing by overwashing or wind scour maintain the 1 ft vegetated cover. Septic systems located on barrier beaches in FEMA "V" zones are generally prohibited, 1 As stated,'theTroperty is located in a FEMA "A" zone and is protected by a small fronting One. FEMA and U Amiy Carps of Engineers have published guidelines that a fronting dune should be considered protection from waves and storm damage only when the cross-section area of the clime above the 100-year flood elevation exceeds 540 ft2. The small fronting dune on the Hom pa cperty does not have a cross-sectional area above the 100-year flood elevation which exceeds 50 0. In conclusiQn, the primary impact concerning the proposed house center around the septic Fiee"mt . This eonicern regul 's that minimumTitle 5 sand cover over the septic tank and leachinld be maintained. .Addrtionally,�we are concerned thafthis property is a'IV"zone and not art "A" lone because th.e fronting dune does not meet the minimum criteria to provide protection during a JM-year storm, 'If this area is a "V" zone,the septic'systetn will most likely become exposed or destroyed during a 100-year storm, Based on the plans showing the topography,nay site visit,and fi .the 540 ft2 dune c'ross-sectional area criteria; it is my opinion that this property should be classified as a "V" zone, If the area is a 'IV" zone the project should not be permitted and is not permzttable under the Massachusetts wetlands regulations, Therefore, it is recommended that the Town ask PEMA for a reevaluation of thi flood zone designation for this lot to verify its FE3MA flood zone Oa.5sifieation. FEMA reevaluatlon of a lot can be requested at no cost to the Town. Sincerely, Lee L. Weishar,PhD. Coastal Engineer GROUNDWATER ZONE: AQUIFER PROTECTION OVERLAP DISTRICT LONG BEACH ROAD NOTES 1. Water Supply For This Lot is Y��lu-nicipal Water 2. Location of Utilities Shown on 1,his Plan Are Approx. SEPTIC DESIGN � At Least 72 Hours Prior to Any ° xcavation For This DESIGN FLOW: The Purpose of This Plan is to Substitute a / Project The Contractor Shall Make The Required 3 BEDROOMS (110/11R)=330 GPD Re-circulating Sand Filter in Lieu of The Notification to Dig Safe (1-888-344-7233) Previously Approved Fast System. All 3. The Contractor is Required to Secure Appropriate SEPTIC TANK: 330 GPD (1.5)=495 GPD Field Information Including But Not Limited Permits From Town Agencies For Construction USE A 1500 GAL. SEPTIC TANK to Property Line To ' -- Defined by This Plan is Based on The Plan of Record by Down Cape on 4. Install Risers to Within 12" of LEACHING: 330 GPD/.75=440 SF Latest Revision Date March 23, 1999. >, J Finished Grade BOTTOM AREA: 5. All Structures Buried Four Feet or More or Subject 3[(16+1)(8+1)](1.0)=459 SF To Vehicular Traffic to be H-20 Loading. 9.C) 6. Septic System to be Installed in,'accordance With USE 3 (16' X 8') PRECAST H-20 FLOW MW �PERc 310 CMR 15.00 Latest Revision knd the Town of DIFFUSORS WITH V OF STONE ALL GI,TH-3 8 Barnstable Board of Health Reg,datio-ns AROUND. 7. All Piping to be Sch. 40 PVC 9 8. OMNI 2000 Products Available '�hrough ^� OMNI Environmental Systems ( -888-450-OMNI) _ J 9. OMNI 2000 Control Panel to be ''�ocated Inside DESIGN SPECIFICATIONS Dwelling in a Visible & Audible;,ocation Sand Filter Media 24"min. depth <1%#200 sieve, 1 mm to 2mm size Average Daily Flow 55 gpd/per person/per bedroom Wastewater Strength- BOD5 230 mg/liter/residential F I ® 3—BEDROOM Re-Circulation Ratio 4:01 I DWELLING Re-Circulation Tank Size 150% of design flow Use a 1000 gal tank Sand Filter Loading Rate Residential Loading Rate /s =1150/BOD5=5 /sf _ Sand Filter Surface Area SA=Flow gpd/Loading Rate gpd/ft2 -- ` F _ 1`tN`2o. 330 /5 9pd1sf= 66 S.F. REQ 2 S.F. PROVIDED 6 7 Re-Circulation Pump Size [330+ (4x330)]x 103% = 1700 gpd PROPOSED SUBSTITUTE RSF SYSTEM. 70.8 gals./60 min. cycle Use Myers Model#ME40 or equal 65 gals. @ 12 TH SEE PROFILE Sand Filter Setbacks Same as Title V septic Tank o d o a o INLET W/ 10" TEE DEVELOPED PROFILE OF PROPOSE_D SEPTIC SYSTEM woRK LIMIT .,,� NOT TO SCALE SAND FILTERS MUST BE --- / OUT OF DRIVEWAY FOOTPRINT NOTE: RISERS AND COVERS TO WITHIN 6" O FIN,SH GRADE 5 I�I OM REQUIRED 200 MODULES RE-CiRCULATING SAND FILTER 7 33 � � �\ II FILTEP FABRIC COVER (NO SUBSTITUTION) ff . i �12 ; 1 AIRATION HOODS � .� 1.5" PRESSURIZED LINE MAIN. LINE TO "SAS" FILTER FABRIC CLEANOUT EFFLUENT FILTER 5" PVC RETURN LINE 2" OF PEASTONE LEACHING GAS BAFFLE —� 8.97' TCP of RISERS & COVERS 3/4- 1 'h"WASHED STONE SEPTIC Acme Precast RECIRC. RISERS & COVER P.S.F. TO GRADE FIELD=9.3' 1` -� TANK = 75 Model PL122 - TANK= 8.6 TO CADE - T i I I�I i _ li^' I' �,, - •-- 9 -'i=1 11=! I- \ 1=1= i I- r- -. - T- --z- y ;.: L 0 P,.S.F. O cn nah —7 EL `; MODULE ' FLOW r F��,F0. j 'l AC - t0 fL� SPLI T LER 4.0.E GAS LIQUID BAFFLE y' Jr -� LEV L 24 HR. R=—S. t � r "HIGH WATER. ALARM' H V2 HP PUMP OR ,500 GALLON SEP TIC TANK 'LOW WATER SHUT OFF" EL 5. 3" PERFERATED PVC PIPE APPROVED EQUALL SET LEVEL 1000 GALLON' "OMNI 2000" EL.O"6 R�CIRCULATION A NK MAP: 206 PARCEL: 17 S REPLACEABLE EFFLUENT FILTER E NOTE: TIMER AND EVENT COUNTER LOT SIZE=.44 ACRES ey. "Zoeller" r�.o.45 (NO SUBSTI U T ICN) SHOULD BE MONITORED FROM EL -0 05 1000 GALLON"OMNI 2000) HIGH WATER AT EL. 2.00 "BY-PASS ORIFACE" H-2O CONTROL PANEL PUMP CHAMBER "CHECK VALVE" (NO SUBSTITUTIONS) H-20 PROPOSED RSF SUBSTITUTION BY: OMNI ENVIRONMENTAL SYSYEMS AT SCALE: 1" = 20' 48 LONG BEACH ROAD CENTERVILLE, MA NOTE WELL: SEPTIC TANK&PUMP CH:%,MBERS BY SHALL RECEIVE 2 COATS OF APPROVED SULLIVAN ENGINEERING WATERPROOFING/SEALANT AT THE FACTORY. OSTERVILLE MA `•-.,� THIS REQ'u"IRES LEAD TLr4E. * � ALL TANKS TO BE PLACED ON 6" OF DATE: FEBRUARY 28,2002 '`�•�A�' %'t WASHED.CRUSHED STONE.