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HomeMy WebLinkAbout0031 CHURCH HILL ROAD - Health 31 Church Hill'Road A= 207/138&139 Centerville I 5 M E A DI No.2-153LOR UPC 12534 smssdoore� • Ysftb In USA wnus�s�sncouaue IN ��WDGM y , TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-762-2 Date: March 7 ,2012 TO: Thomas McKean Total No.Pages: Health Department BN Job No.: 2011-014:02 200 Main Street Subject: 31 Church Hill Road Hyannis,MA'02601 Centerville Phone:.. Variance Request cc: file We are sending you E Attached ❑Under Separate Cover ❑ Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery The following documents: ❑.Prints/Plans ❑ Order of Conditions ❑ Variance Approval ❑Recording Slip❑ Septic System Permit n Notice of Intent n Determination of Applicability E Other DATE COPIES NO. PAGES I DESCRIPTION 3/5/12 four one I Letter from Richard S.Dubin These items are transmitted as checked below: ® For Your Use ❑As Requested ® For your Files ❑ For Review And Comment ❑For Recording ❑As Required Remarks: Letter regarding the merging of the two lots due to zoning change. If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at swilson@baxter-nye.co y C) Ste en A.Wilson,P.E. t :.�_. ,,J ffi r-- v- M O:\2011\2011-014WADMIN\TRANSMITTALS\2011-014 TM Merged Lots.pdf.doc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank you. I:\document templates/transmittal template DUBIN & REARDON ATTORNEYS AT LAW 1645 Falmouth Road, Suite 4A Centerville,Massachusetts 02632 www.dubinreardon.com. Richard S. Dubin TeL (508) 771-0330 Bryan W. Reardon Fax:. (508) 778-6966 Jonathan M. Holter Fax: (508) 778-7624 March 5, 2012 Mr. Stephen Wilson Baxter Nye Engineering& Surveying 78 North Street Hyannis, MA 02601 Re: Lots 2 and 3, 31 —41 Church Hill Road, Centerville,MA 1 Dear Mr. Wilson: I have reviewed the-title and zoning status of the above-described premises. Please be advised Lots 2 and 3 have'been owned by Joan Kimball Langenbach and her predecessor in title since August 5, 1971. Since the lots have been held in common ownership, the zoning requirements have been upgraded. It is my opinion the lots have merged into one.single building lot for zoning purposes. Would you please let me know if there are any questions concerning this opinion? Very truly yours, Richard S. Dubin Richard S. Dubin,Esquire RSD:ges 5 Bristol Drive 107 Beach Road, Suite 205 Easton,MA 02375 Vineyard Haven,MA 02568 Tel: (508)230-0357 Tel: (508)693-5757 Fax:.(508)230-0359 Fax: (508)693-2778 E-mail: rdubin@dubinreardon.com breardon@dubinreardon.com jholter@dubinreardon.com � � �- �3�gI J� '. TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: March 2° ,2012 TO: Thomas McKean Total No.Pages: Health Department BN Job No.: 2011-014:02 200 Main Street Subject: 31 Church Hill Road Hyannis,MA 02601 Centerville Phone: Variance Request cc: file We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ;❑ Overnight ❑Pick up . ®Hand Delivery The following documents: ®Prints/Plans. ❑ Order of Conditions ❑Variance Approval ❑Recording Slip❑ Septic System Permit ❑Notice of Intent n Determination of Applicability N Other DATE COPIES NO. PAGES DESCRIPTION 3/2/12 four two Septic System Design Plan These items are transmitted as checked below: E For Your Use ❑As Requested E For your Files ❑ For Review And Comment ❑For Recording E As Required J Remarks: The proposed grades over the leaching system have been revised to only have 3' of cover. The variance request for a Waiver of 310 CMR.15.227(7)has been deleted. If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at swilson@baxter-nye.co en A. Wilson,P.E. 1 � 0:\2011\2011-014\ADMIN\TRANSMITTALS\2011-014 TM Septic grades.pdfdoc Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: January 4,2012 TO: Thomas McKean Total No.Pages: Health Department BN Job No.: 2011-014:02 200 Main Street Subject: 31 Church Hill Road Hyannis,MA 02601 Centerville 7 Phone: Variance Request cc: file We are sending you ® Attached ❑Under Separate Cover ❑Via Fax(No.of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ®Hand Delivery The following,documents: ❑Prints/Plans ❑ Order of Conditions ❑Variance Approval ❑Recording Slip ❑ Septic System Permit ❑Notice of Intent n Determination of Applicability El Other DATE. COPIES NO. PAGES DESCRIPTION 3/11/11 one four Purchase and Sales Agreement These items are transmitted as checked below: ® For Your Use ❑As Requested ®For your Files ❑ For Review And Comment ❑For Recording ® As Required Remarks: ,,,;�It�e^m.#26 isrthe:permissiori for my-chent io'proceedawith,obta mg the necessary permits for this lot. If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502--ext 13 or vfir mailg swilson@baxter-nye.com. = Step A.Wilson,P.E. ,l �1 6 r7l 0:\2011\2011-014\ADMIMTRANSMITTALS\2011-014 TM Purchase and Sales Agreement.pdf.doc Note: This transmittal contains privileged information,Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank you. L•\document templates/transmittal template - ------. STANDARD FORM LAND PURCHASE & SALE AGREEMENT From the Office of: Seaport village Realty Inc., Oaterrille 9 Parker Road osterville ffii 02655 506-42B-4443 1. PARTIESA ND MAILING This 30th day of Marah ,2p 11 ADDRESSES Joan K. Langenbach (fill in) 6 Scholl Ave. W. Yarmouth MA 02673 hereinafter called the SELLER, agrees to SELL and David C. Bri.to 15 Mandell Bt.. New Bedford MA hereinafter called the BUYER or PURCHASER,agrees to BUY,upon the terms hereinafter-set forth.;the following described premises`. 2., DESCRIPTION 31-43 Church Hill Road Centerville MA 02632. (fill in and include As further described in deed recorded at the Barnstable: title reference) Registry of Deeds in Book. 7036, Page 012. 3:, TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the; ffill in) BUYER,or the nominee designated by the BUYER bywntten notice to the SELLER at least lnsed proposed use of property seven. days before thedeed is to be delivered`as herein provided,and in(d) include in(e) by specific said deed shall convey a good and clear record and marketable title thereto, free from reference any restrictions, encumbrances, except easements, leases; .municipal a. Provisions of existing building and zoning laws; and other leinsand other b. Such taxes for the then current year as are not due and payable on the date of the encumbrances. delivery of such deed; c. Any liens for municipal betterments assessed after the date of this agreement, d. Easements,restrictions and reservations of record,if any,so.long as the same do not prohibit or materially interfere with the use of said premises for purposes; e. 4... PLANS If said deed..refers to.a plan necessary to tie recorded therewith the SELLER shall deliversuch plan with the deed in form adequate for recording or registration. 5. REGISTERED TITLE In addition to the foregoing,if the title tosaid premises is registered,said deed shall be inform sufficient for issuance of.a Certificate of Title of:said premises, and the SELLER shall deliver with said deed all instruments,if any,necessary to enable such Certificate of Title to be issued. 6. PURCHASE PRICE The agreed purchase price for said premises is:$ dollars,of which $ have been paid as a deposit this day and $ iiiiiiniiiiiiiim was paid with the Offer to Purchase $. are to be paid at the time of delivery of the deed in cash,or by certified,cashier's,check(s). or attorney's IOLTA check. $, TOTAL ©2005 GREATER BOSTON REAL ESTATE BOARD All rights reserved This form may not be copied or reproduced in whole or in part in any manner .whatsoever without the prior express written,consent of the Greater Boston Real Estate Board_ Form IDtRA720 FD::03706 OPPORTUNITY ^hie Enm vas ecea:-d'by Nazyo Pia.eaeo uaiaq'e-WR119, •-FOP1S9'Ca copycisht Ptytaotad.aod aay aDt he used by enY'oCtiae.P-=4'• 7, TIME FOR: Such deed is to be delivered at 11 o'clock A M..on the 30th day of PERFORMANCE May 2011 at the Barnstable DELIVERY OF DEED Registry of Deeds, unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. S. POSSESSION& Full possession:&said premises frequ all tenants and occupants.,except asherein provided, CONDITION OF is'to be delivered at the.tirne of the delivery of the.deed,said premises to be.then in compliance. PREMISES with the provisions of any instrument referred to in clause 3:hereof.. (attach a fist:of exceptions,if any) 9. EXTENSION. TO If the SELLER shall be unable to give title or to make conveyance,or to deliver possession of PERFECT TITLE OR the premises.,all as herein;stipulated, or if at the time of the delivery of.the deed the premises MAKE PREMISES do not conform with the provisions,hereof,then any- Kaer�ts-t ada der-tk3is-agrasa�e t CONFORM (change period of fine if desired) "f ,Mess the SELLER-ha l d use reasonable efforts to remove any defects in title, or to deliver possession as provided herei.n:,:or to make he said'premises.conform to the provisions hereof,as the case maybe,in which event the SELLER shall give written notice thereof to the BUYER.at or before the time for performance hereunder,and.thereupon the time for performance.hereof shall be extended for a period of thirty days. 10. FAILURE TO PERFECT If at the expiration of the extended time.the SELLER shall have failed to remove any defects. TITLE OR MAKE in title, deliver possession,or.make the premises conform,as the case may be,all as herein . PREMISES CONFORM,etc. agreed, then any payments:made.under this agreement shall be forthwith refunded and all other obligations.of the parties hereto shall cease and this agreement shall be void with :recourse to the:parties hereto. . 11, BUYER's ELECTION TO The BUYER shall have the election,at either the original or extended time for performance, ACCEPT TITLE to accept such title as the SELLER can deliver to the said:prernisestn their then condition and to pay:therefor the purchase price without.deduction,in which case the SELLER shall convey such title. 12,ACCEPTANCE OF DEED The acceptance of a deed by.the.BUYER or the BUYER nominee as the case may be,shall be deemed to be.a full performance and discharge of every agreement and obligation herein contained or expressed, except such as are., by the terms hereof, to be performed after the delivery of said deed. 13. USE OF MONEY TO To enable the SELLER to make conveyance as herein provided the SELLER may,at the time CLEAR TITLE of delivery of the deed;.use the purchase money or any portion thereof to clear the title of any or all encumbrances or interests,_provided that all instruments so_procured are recorded simultaneously with the delivery of said deed. 14.ADJUSTMENTS Taxes for the then current fiscal year shall be apportioned as of the dayof.performance of this agreement and the net amount thereof shall be added to or deducted from, as the case may be., the purchase price payable by the BUYER at the time of delivery of the deed, Mi. :mcn raw created by=ergo plsa_ iieg e-VaRms_ a-pomm is tvpytigh_protected and may not ba used by sop other party- �. a 15...ADJUSTMENT OF Ifthe.amount of said'taxes is not.known at the time of the delivery of the deed,they shall be . UNASSESSED AND apportioned on the basis of the taxes assessed for the preceding fiscal year, with a ABATED TAXES reapportionment as soon as the new tax rate and valuation can be ascertained; and, if the taxes which are to be apportioned shall thereafter be reduced by abatement,the amount of such abatement,Less the reasonable cost of obtaining the same,shall be.apportioned between the parties,provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 16. BROKER's FEE A Broker's fee for professional services of (fill in fee with dollar is due from the SELLER to seaport. village Realty Inc, oeterville (Brokerage) amount or percentage; which shall they a p y..110M to C21 Seaside Village, if and only also name of Brokerage when the sale is consummated and the deed is recorded. firm/s) the Broker(s).herein,.but if the SELLER pursuant to the terms of clause 19 hereof retains the deposits made hereunder by the BUYER,said Broker(s)shall be entitled to receive:from the. SELLER an amount equal to one-half the amount so retained or.an amount equal to the Broker's fee for professional services according to this contract,whichever is the lesser. 17. BROKER(S)WARRANTY' The Broker(s)named herein seaport village Realty c21 Seaside warrant(s)that (fill in name) the Brokers) is (are)duly licensed as such by the Commonwealth of Massachusetts. 18.. DEPOSIT All deposits made hereunder shall be held in escrow by seaport village Realty Inc. (fill in name) as escrow agent subject to the.terms of this agreement and shall be duly accounted for at the time of performance of the agreement...In the event of any disagreement.between the parties, the escrow.agent may .retain all deposits made,under this agreement pending instructions mutually given in writing by the SELLER and the BUYER. 19.. BUYER's DEFAULT If:the BUYER shall fail to.fulfill the BUYER's agreements herein,all deposits made hereunder DAMAGES by the BUYER.shall be retained by the SELLER as liquidated damages unless within thirty days after the time for performance of this agreement or any extension hereof, the SELLER otherwise notifies the BUYER;in writing. and this shall be the :SellerIs sole remedy in equity and in law.. 20.- RELEASE BY The SELLER's spouse hereby agrees tojoin in said deed and to release and-convey all statutory HUSBAND OR WIFE and other rights and interests in said premises. 21.. BROKER AS:PARTY The Broker(s)named.herein join(s)in this agreement and become(.$).a party hereto, insofar as any provisions of this agreement expressly apply to the Broker(s),and to any amendments or modifications of such provisions to which the Broker(s)agree(s)in writing. 22. LIABILITY OF if the SELLER or BUYER executes this agreement in a representative or.fiduciary capacity, TRUSTEE, only the principal or the estate represented shall be bound,and neither the SELLER or BUYER SHAREHOLDER, so executing, nor any shareholder or beneficiary of anytrust,shall be personally liable for any BENEFICIARY,etc. obligation,express or implied, hereunder. 23..WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction REPRESENTATIONS nor has he relied upon any warranties or representations not set forth or incorporated in this (fill in).;if none., state agreement or previously made in writing, except for the following additional warranties and "none",*if any listed, representations,if any; made by either the SELLER or the Broker(s): indicate by whom each warranty or representation None by Brokers and none by Seller. was made die Eo= erected by mango pieeeeee asim,a LIDWW a-POPAS is a pyright protested sad may wt be used by aay oeaer.party. - 24. MORTGAGE In order to help finance the acquisition of said premises,the BUYER.shall apply for a conventional CONTINGENCY bank or other institutional mortgage loan of$ at prevailing CLAUSE rates,terms and`conditions. If despite the BUYER's diligent efforts a commitment for such loan (omit if not provided for cannot be obtained on or before: ,the BUYER may terminate this in Offer to Purchase) agreement by written notice to the SELLER and/or the Broker(s),as agent(s)for the SELLER, prior to the expiration of:such time,whereupon any payments made under this agreement shall be forthwith refunded and all other obligations.of the parties:hereto shall cease and this agreement shall be void without recourse to.the parties hereto. In no event will the BUYER be deemed to have used diligent efforts to obtain such commitment unless the BUYER submits a complete mortgage Loan application conforming to the foregoing provisions on or before 25. CON STRUCTION.OF This:instrument;'executed in multiple counterparts,is to be construed as a Massachusetts contract, AGREEMENT is to take effect as a sealed.instrument, sets:forth the entire.contract between the parties; is binding upon and enures to the benefit ofthe parties hereto and their respective heirs,devisees, executors,administrators successors and assigns,and maybe cancelled,modified or amended only by a written instrument executed by both the SELLER and the.BUYER, If two or more persons are named hereihAs BUYER their obligations hereunder shall be joint and several. The captions and marginal:notes are used only as a matter of convenience and are notto be considered a part of this agreement or to.be used in determining the intent of the parties to it. x=::---26 ., ADDITIONAL The initialed rider, if anyattached hereto.,.are incorporated herein by reference.-- '� �= PROVISIONS Salt Conti g nt upon the. Town determining that this is a buildable lot. The Buyer's_ performance hereunder shall be it upon obtaining all necessary State, County and Town permits and approvals to construct a 2-3 BR single family residence upon the premises as of right without need for any special permits or variances and in accordance with plans and. apecrfications'=acceptable'�ao;�the .buyer NOTICE: This is a legal document that creates binding obligations. If not understood, consult an at' SELLER. ! ;,.., .C, BUYER: PrintName Lass IL p*+hac2 Print Name: David 6. Brito Taxpayer ID/ , Taxpayer ID/ - SELLER(or Spouse):__ -::. -- BUYER: Print Name: Print Name: Taxpayer ID/ _ Taxpayer ID/ BROKER(S) 4Sie Eaz7. created.by Margo tisaeaao unieq e-tCRHS._a-LOA/A 1:9 eapyrignt protected and slay not b.seed by—y ath.r party. 0' __ �- � ,� �! �� �� i �= f TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: February 3` ,2012 TO: Thomas McKean Total No.Pages: Health Department BN Job No.: 2011-014:02 200 Main Street Subject: 31 Church Hill Road Hyannis,MA 02601 Centerville Phone: Variance Request cc: file We are sending you ®Attached ❑Under Separate Cover ❑ Via Fax(No.of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑Pick up N Hand Delivery The following documents: ® Prints/Plans ❑ Order of Conditions ❑ Variance Approval ❑Recording Slip❑ Septic System Permit ❑Notice of Intent n Determination of Applicability F]Other DATE COPIES NO. PAGES I DESCRIPTION 1/18/12 four two Septic System Design Plan These items are transmitted as checked below: ® For Your Use ❑ As Requested ®For your Files ❑ For Review And Comment ❑ For Recording As Required Remarks: Also included are revised house floor plans(4),DEP Certification for General Use(4)&checklist. If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at swilson@baxter-nye.com. Stephen A. Wilson,P.E. 0 L1c 2011\2011-014\ADMIN\TRANSMITTALS\2011-014 TM I-A Sustem.pdf doc te: is transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, omplete or not intended for your use.Thank you. I:\document templates/transmittal template i CIT YITOWN:: APPLICANT:.. ADDRESS:; DE :gpd REVIEWED BY: DATE: 2 :2• IL N/A OK NO_ _§=7 -'�Tx^�'"".G -_•�`1'v"s.s_.`� i..� T�3Yl'�Tvw LF 'u7,�".y"=�a. F45 , S+ { .F..-. Ge¢.. �'t—•,.2.f-'f_-v^' 4.1 � s'�'�h�'��.oi+zn `Y'^ 'i+'�F-.=Fu��o-� _w.'d-'4-%�e� sCa�.i Legal.b.oundanes denoted [310'CMR.1:5 220(4)(a)]': Street,.Lot,tax parcel number and lotnumber noted on plan [31.0 CMR 1-5.220(4 Locus Provided[310 ClVfR 1:5.2204(t)]` Plan proper scale's (1."=40'for plot P1,213311 20' or fe)yer,fort components) [310 CMR 15 220(4)1 Easements-shown.[3IO Clv1R.15 22-0(4)`(b.)] ;System located totally onlot served [310 CNR 15.405(1)(a) for upgrades] 4 i0i a°Varian`ce is:requsred [310 CMR 15.412(4)] :Location of impervious surfaces(driveways,,par. g areas etc:) Location all buildings existing and proposed 310 CiMa 15.220(4)(�)J Location and dimensions of.system components and reserve areas: System Calculations [310'CNR 15.220(4)(1)]; daily flow se_tic tank capacity(re uired,and provided) soil absorption system,m(regdired and provided) y whether system,designedtor garbage>grinder ,Northarrow:[310 CMR 15 220(4)(g)] Existing and.proposed contours'[3.10 CNa 15..220(4)(g)] Location and 16g of deep observation..h Ids (existu g grade el on each test).[3:10 0015.:220(4); , Names of soil evaluator'aad BCH representative P,-I&CMR 15.22((4)(h) and Q.] !!<Location and date of percolation tests(performed at proper elevation) [310. CMR.15.224(4)(i)] P ercolatioi test%rest is match loading rate? 310 CNR 15.2421 ;Certification statement by Soil Eyaluator (3 M CNa 15>.220(4)011 :Observed:and Adjusted groundwater(method for adjustment' given or.indicated);[31Q;CMR 15 103(3).and 310 CMR Ad-&ess 3 a c� �"l�\\ �� Sheen 00 N/A OK NO; F5.2-20(4).(k)1T of every water supply;public and priyate, [3. 0,CMR, in 40:0 feet of the proposed systemaocationin flip case re water supplies and gravel packed -ubhc.water siipply within 250 feet of the pToposed system-location in the case: within 150 feet.of the proposed system location,in,the.case of private water supply wells: - location pf a1T surface waters and wetlands:located:up to 1.0o'f t. beyond setbacks listed in:3-10 CNa 15.211 and any catch basins located-wXi i .50_ft. [310 CMR 15.22Q(4).-MI W&er.lines=and other.subsurface utilit es located [3.10 CIVIR 15 220(4)(m)];(if water line cross see 310 CMR 151111(1)[1]) Profile:of sy"stem showing invert;,elevatons of all system ,corn orients and the'bottom of he SAS [310 CMRl,5.220(4)(0)] k S amp of designer [310 CIv1R'15.220 1 and 3`4 CNa 15.220(2)] S:tainp of Registered Land:Surveyor.(required;if construction activities within 5 f,of lothne) [310.CIv1R.15.220(3)]. Test Holes.adequate(two:.in each of the primary'an&-reserve, unless trenches as pern�tted in 3'10 CMR 15.102(2)or as approved for>an upgrade under.I;UA at:31.0.-CMR 15 4Q5(1')(k)]' Test hole adequate.to demonstrate-.fourfeet.of suitable.maferial?' [31 Q CMR 15..103(4) Tiast Holes adequate to confirm adequate groundwater separation .[310 CIMI 1.5103(3)1 Benchmark within50-75. of system [31--0 CNa 15 220(4);( )] IVlaterals specifications noted [vanous sections of 3I0:CMR , - � , System components not>:36" deep (unless Local Upgrade Approval or LUA.requestecn, [3I`0 CIviR 15 4.05(1(b)] Y ... Address: I C�. ��O �� She-et2-of 7 NIA OIL. _NO PIT( ` Size-.OK? [3.1:0,CNIR 15.223(1)] Inlet-tee locafed.ten.inches below flow line 310 CNa 15.227(01 Outlet tee 14:"or;14"+5"per foot>for increase:ft depth-,[31.0 CNa °15.227"'6-) ` . Outletfee with gas baffle or approved filter[3.10 CMR.1.5.227(4)] Note regardinginstallationon stable compacted1ase[310 CNIIt `15 228(1)] Separ-ation between inlet and'.outlet tees(no less than liquid depth)-[310.CNa 15;:227(2)] Inlet/.Outlet elevations at.least 12" above high.groundwater (except as described 310 CUR 15..227(5))..or permitted for -upgrades underLUA •310CNM, 1':5.405 :l )]........ Muiimum cover 9" (Tanks buried',moie-than 9"`rnust.have users; on a11`_operiings and on the:d box):[310 CM%15::2228(1) and;310 CNIR 15.232`=3 .1 Three access.covers(unlet and outlet must be 2:0" or greater): 'middl'e;:access at.leaA.8" (by. 7/07[3.10 CNM;15:.22.8(2)T A Access;to within 6 " of grade -one portfor systems<1000gp'dr two.for`systeMs>1000 d[310 CMR 15.228(2 . `�. All at-grade covers:see,uredjOunauthorized access?, [310 CMR. 15.228(2)]` ?• 104t from build uxg,foundatI .[310 CNa 15:211(1)]' : x Buoyancy ealculafion R `uiredfDone[3`1.0 CNIR.15.221(8)] ' H 20 Where:appropriate?[310 CMR 15:226 3 X Setbacks.from resources [3:10 CMR 15.211] �t �mpartm�� Fap t �� � �-•--.�. � � Required when other than single-family d'wellui_g or flow>1000 411 d 3`10 CMR 15.223(1).(b) k 1 Fast:compartment,200%0 daily flaw; Second compartment 100%0 'daily flow. PLO1 CNM 15 224(2).-and(3)] : i e throe h or over_baffle "outlet of each compartment with ."U"pp g gas baffle or:approved filter[31.0 CNIR 15.224;4 ; Address 3 l ► Sheet 3 of7. n'MRH /l�)t°t�� A �s t� NIA O'K X ll:h -'�3sr�A �IJY_e ;_.T' a-.�" "' _y—�S L --:`s.."y��' E Located at least ten feet from any water line? [310 CIVIR,. 15.222(2)}.. Disposal piping at least.l8"'below water line(when water and sewer cross,:see 310 CMR.:15.2.1 I(1)[1 ) Cleanouts required/' rovided.7[310.CMR 1'5.222(8)] Thrust blocks s ecifiedin force.mains?310 CMR,15 221(6)(c)' _ Slope of sewer line not less:than 0..01 (118"lft) 0 02 preferable •310 CMR I=5:222(6)] Proper pitch on all runs (005 within gravity disfributed'trenches and beds) [310; CMR 15 251.(9).and 310 CN1R 15.252(2)(c) S` lion:. =roblem/ ; each&ld below _um :chamber)' 'Endca s or vent manifold s ecified? . Size and orientation of discharge holes specified?(not:sivaller than 3/8r"not larger than 5/8") [31 O CMR I5.251(8) and=3.1.0' C1ViR 15;252(2)(h ] - Materials specified (310'.CMR 15.251(5) specifies-various pipe ty es:allowed) Stable compacted.base[3I0 CMR 15 221(2)and.31a CIvIR, Splash;plate or baffle tee required.on inlet/provided?`( hen:: pressure-sewerto d=box or steep pitch of gravitp�sewer)431p: CMR Riser if-dee er;than 9" [310`CMR_1,5.232(3)(fl] Y� (Inside miniriium dun )(�)1ension_:1'2" 310 CMR I5.232 2 Minimum sum 6"PIO.CMU5.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole P200.0gpd [310 CLAIM 15.232(3)(d)] Capacity(emergency=storage above wor kin g=design flow)? [3°10 . CAR 231(2)] Proper-setbacks [310 CMR 15.21.1 (same as-septic tanks)] Watertight 20-in mm_ium access manhole a least 20"MUS,T BE: TO GRADE i0 CNm 15.231(5)] S:ervice:components accessible(not too-deepwith_piping; disconnects accessible). Alariif oats alarm on circuit".searate:from um s;specified? Exceeds two um must have:"two pumps operating m.lead-lag f mode-[310 CMR 15.231( :and(8)] !( Stable:Compacted:.Base P 10 CLAIM 15.22-1{2)1 Buoyancy calculations.needed?Provided? [310 CMR 1:5 22.1 8; Address: I (�14 ��� �'�'V Sheet 4 of'? OK: . Calculations;collect?' y _ 4 feet;of naturally occurring.matenal demonstrated?�[3;10 CMR 15 240(1). X Re aired separation to groundwater? 310 CMR 15.212) A e to specified as double washed ,3�10'.CMR 15..247 2 ggT � p [ { )] S.YStena Venting requked/provided?'(system.under driveway or >36" dee ) [310 CMR 15.241 _ _. Inspection ports specified and within 3"final grade? [3,1:0 CM&: Breakout.requuements met.?(Nd violation-of breakout elevation _Within 15 ft of SAS unless barrier) [310 CMR 1S'.21.1(1'}[4]and' Guidance Document] ; r�=EMMK-'_ HA11?IBER O Chambers.and Gal. in trench configuration supplied with inlet_ d-diy20.ft. [310"CIVIR 15.253(6)= Each structure with one msp-ection manhole(if>2000 gpd must r be to grade [310 CNIR 15:253 2 �( Aggregate L minimum-4":maximum. [310 -N 15:253 2' sidewall credit ma um 310.CMR 15.253(1) a],In bead'Tccorifiig(uuriationn,:.mlet=e_very 40 s t.:' 310 CMR 15:253(6 _ 1�,.17111+il?Y7��1'51� yS� �y�=�—sue"^� ��`d'� �• --.��_���.�-��`-. WWth 2'minimum 3`.maximum 100.d feet-maximum length[310 CMR 15 251(1)(a) Nfinftnum separation 2x effective depth or width whichever greater N if reserve between trenches) [310.CMR 25l:1)(d)] Situated along contours 3'16C.MR 15.251(2);]: Breakout OK?:[310 CXM 15 2111(l)[4J and Guidance'DocumentJ; }l •EII7r- a�ctin:�s z 'e��Q��eIc��000�'-�d�- �•' �'����=�-~-"`�—'�`��'-�- ��, mmimdra 2:distribution Imes [310 CMR 15.252(2)(a)] Maximuin;se aration between lilies 6' 310 C1vMR15.252(2)(d)] lV axiin separation between lines and outside of bed'.4' �310 CMR 1.5 252(2){e)]. Aggregate depth belo:.w discharge pipes 6"muumum; l2" maximum. 310 CMR 15.25:2(2 E. )J' Separation'between beds 10'mvu num. 310 CMR 15.252 2)(f) Bottom:area_used in calculations only i310 CMR - - 52 2)(i)] 2 1 Address 7 ` `` `� � Sheet..5 of 7- N/A NO, N.O Pressure Dosed System F Provided:pump and piping ;calculations as re aired 310 Na-.15.220(4)(r) Pressure dosing:required on all,systems>2000gpd or alternative systems under remedial approval [310*CNVIR I5:254(2)and UA Remedial Use Approvals] If used in gravelless system-make sure jet:is directed asnot-to scour.soil interface [G;uidance Document]; Inspections once per_year°(systems<2000!gpd)'.or quarterly (>2000- d)good to.note-on. lan.310 Oi R 15:254(2)(d)] - Constructioff 1hfig, Did the plan<specifythatfhe fill shall.meet :the specification of 3;10 CNIR 15..255(3)? Ernpervious,barrier and/6' r.retaihing.wall T =guidance Document]" Impervious barrier installation must be supervised by designer [310 CNIR 15.255(2)(b)]_ Retainuig.wall must be designed by Registered Professional Engineer[316 CMR F5-255(2)(a:Side.slope;not_exceed 3:1.? 3.1.0 CNa 15 0255(2)]; Breakout requirements:met? [310 CNIR 15252(2)and Guidance Document] . At least 5 f from impervious barrier to edge of SAS (10;$; recommended):[310 CMR IS.2.55 (2 (e) Check A 'royal letters1br credits:and-design_conditions If--used-with. pressure dosing do not allow pressure.discharge to scour soil interface Was DEPApproval Letter provided and/of We you reviewed the letter for=conditions: Is:the technoloa .bein ro .ern a lied and does it meet:all by g P P Y PP IDER-Approval Conditions? Is_there a note on the plan regarding.the requirement:for e efaat maintenance-agreement? _ Any alarms involved-on_se arate.eircuits< Did the,a hcant submit an.o eration and maintenance, PP P manual? n Has applicant,licant submitted.a co _y of a maintenance IN Are the variances listed on the plan?'[310°CMR 15220 :(4)(q)] RL:S Stamp necessary on plan if a component is within five feet of` ropety line..[310.CNIR 15,412(4 New construction or-increased flow proposed.-[,Refer to.310 CNIR 1:5 414j Address-�,� L �e � Sheet of 7 N/A OK: NO Is the system,in a Designated Nitrogen Sensitive Area Vone:Hfbr. a publie supply well)?[310�Clva 1.5 21.4;:.31;0 CMR 15215 and 310 CNS-15.216 -also refef to Pohcyregarding.upgrades of sucfi` ;existing systems] Is the system_proposed:on the same lot as served by private well ? [310 C1VIR 1.5`.214(2)] Are the nitrogen loads.proposed.-I compliance? [3-1:0 CNa, - —.iszT�o-_-�" -.,• �-,----%.-"'� —.4.ya c� •+ram, u�- u� rz'?"-'—_ -. .. Pum ngto:septic tank?: 31.0 0I a 15229 'Shared:System [-310-Cl Ra 15.290] 1 Address: /. V�� e� ` Sheet T of 7 C. Town of Barnstable ��p THE ip� Board of Health 200 Main Street - Hyann Hyannis MA 02601BAaxsrABLE MASS. 039. ♦� ArfD MA'f A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on �� the Petitioner(s), regarding the property at 43tM l the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Pe iti er(s or etitioner's Rep esentative Chairman Print: O`"r-son Print: Wayne Miller, M.D. Date: II'7`�2— Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc (Ztiv,k Hi)t I2J t o I L o r /A rr K 3 Z 0 Ll 44 S r 2o-.vla ��-v'+t� ��-'t ,,, � la (TZ..�a F-c✓ �S F,�e,y�d{ yS�DSi�`^/ O I L a w-b 4 S ckl Tz Lc w �yo ®sue. '� aQchi I �C ��c-S�ich r l+N, Map 207 Parcel 138= 14,421.34 sq.ft. Mao 207 Parcel 139= 17,623.94 sq.ft. t Total Lot Area= 32,045.28 sq.ft. l Qo+ Approx.Wetland Area=-15,140.63 sq.ft. Approx. Upland Area=-16,904.65 sq.ft. I,3?8 Approx.Wetland Area=47%of Total NNI111 �� ��pw s5.a.'So" Approx.Upland Area=53%of Total qN t/ �I,A a �!�T: Wetland area figures were " ', T' measured from the plan and are APPROXIMATE. Wetland vs. and percentage 1 I APPROXIMATE. is \ tl j- I iw• f� •` 1 1 j P D, jI 2p1 Zu sA• -4 2 Mt�p�Y P+a�r1FA �AusS - Fes'` zowO pfflgfop�SfD vFJiT UG QE� Pip ' ipfi M� fpWK EL�' +�� W K i • c N PIR YIF A+� :aOR Cal SU `YNSIL powtR� � l i2 t ` tiN• •� �2 W �i �_�,� • }t 36 r• �. ti c ROADCT pFtOpp5f0� �wATfR fN0 \ , V ` ti �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-550.0 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Bio-Microbics,Inc. 8450 Cole Parkway Shawnee,KS 66227 Trade name of technology and models: FAST Treatment Systems with Nitrogen Reduction including models MicroFASM 0.5, 0.75, 0.9, 1.5, 3.0, 4.5, 9.0, HighStrengthFAST® 1.0, 1.5, 3.0, 4.5, 9.0 and NitriFASM 0.5, 0.75, 1.0, 1.5, 3.0, 4.5, 9.0 (all hereinafter the "System") for facilities with design flows less than 2,000 gallons per day(GPD). Schematic drawings illustrating the models and an Inspection Checklist are part of this Certification. Transmittal Number: X232831 Date of Issuance: December 29, 2010 Renewal Date: December 29, 2015 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection(hereinafter"the Department")hereby issues this General Use Approval to: Bio-Microbics, Inc., 8450 Cole Parkway, Shawnee,KS 66227 (hereinafter "the Company"), approving the above referenced FAST technology (hereinafter"the.Technology"or"System") for use in the Commonwealth of Massachusetts subject to the conditions herein. Sale and use of the Technology are subject to compliance by the Company,the Designer,the System Installer,the Operator, and the System Owner with the terms and conditions herein. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CUR 15.000. December 30, 2010 David Ferris, Director Date Wastewater Management Program Bureau of Resource Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: http://www.mass.gov/dep ��a Printed on Recycled Paper Certification for General Use Page 2 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing I. Purpose 1. Subject to the conditions of this Approval and any other local requirements,the purpose of this Approval is to allow the use of the System in Massachusetts on a General Use basis. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the installation and-use of the System in Massachusetts. 2. The System may be installed for residential facilities with design flow less than 2,000 GPD where a system in compliance with 310 CMR 15.000 exists on-site or could be built and for which a site evaluation in compliance with 3.10 CMR 15.000 has been approved by the local approving authority; or by the Department if Department approval is required by 310 CMR 15.000.This Approval allows for the use of the System as an equivalent alternative technology in accordance with 310 CMR 15.202 on facilities for nitrogen reduction in a Department designated nitrogen sensitive or limited area as defined in 310 CMR.15.214 and 15.215. Non-residential facilities are not allowed under this approval.Non-residential facilities include properties with businesses and/or commercial establishments. 3. The technology shall meet or exceed the following effluent discharge requirements: • Effluent Total Nitrogen (TN) concentration of 19 mg/L (for 660 gallons per day per acre -gpda- loading) or 25 mg/L (for 550 gpda loading). • Effluent pH range shall be 6.0 to 9.0. • The System is approved for use at facilities with a maximum design flow less than 2,000 GPD. 4. The System Owner or the designated System Operator(or `Operator')has responsibility for oversight and sampling of the System if the property served was allowed to increase the discharge rate per acre above 440 gpda in an area subject to Nitrogen Loading Limitations. The System Owner will be required to repair,replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local approving authority determines that the System is not capable of meeting the required reduction in nitrogen in the effluent. The Company is responsible for the approved technology as described below. II. General Description of the Technology and Design Standards 1. The tank containing the FAST® insert is installed between the building sewer and the soil absorption system(SAS). The SAS shall be designed and constructed in accordance with 310 CMR 15.100 - 15.279 and subject to the provisions of this Certification. 2. Technology Description-The FAST® system is an aerobic wastewater treatment system that utilizes a completely submerged fixed film process to treat organics and nitrify, and a passive recycle system for denitrification. Each model contains submerged media specific to the application. Microorganisms grow on the media and remove soluble contaminants from the wastewater, utilizing them as a source of energy for growth and production of new microorganisms. The FAST® system insert consists of a liner around the media and an airlift to provide aeration and mixing within the confines of the liner. The area outside the Certification for General Use Page 3 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing liner in the Y septic tank remains anoxic for denitrification and a passive recirculation system moves the aerated wastewater to the outside of the liner to obtain denitrification. The aeration and circulation inside the liner are provided by a blower that pumps air into a draft tube that extends down the center of the media. Treated effluent passes out of the aerobic zone of the treatment plant through a pipe connected directly to a baffled quiescent area in the liner.Final effluent is discharged to a soil absorption system. Specific model considerations are as follows: • The MicroFAST® 0.5, 0.75 and 0.9, HighStrengthFAST® 1.0 and NitriFAST® 0.5, 0.75 and 0.9 are installed in the second compartment of a two-compartment tank with a total liquid capacity of at least 1,500.gallons constructed in accordance with 310 CMR 15.226. • The MicroFAST®, HighStrengthFAST® and NitriFAST® 1.5 are installed in the second compartment of a two compartment 3000-gallon tank constructed in accordance with 310 CMR 15.226. • The MicroFAST®, HighStrengthFASTS and NitriFAST®3.0 is installed in a separate tank constructed in accordance with 310 CMR 15.226 and located between a standard Title 5 septic tank, designed in accordance with 310 CMR 15.223 and 15.224, and the soil adsorption system(SAS). In this larger system, an additional recycle pump may be needed to send nitrified effluent back to the septic tank for added denitrification. Consult the Company for proper layout. • The NitriFAST®models can also be used for additional nitrification in series after the MicroFAST®models or HighStrengthFAST®models. In this configuration the tanks used for the NitriFAST® shall be constructed in accordance with 310 CMR 15.226 and meet the minimum dimensions and volumes required by the Company. • Flow equalization may also be employed prior to the FAST® system depending on the type of facility. Consult Company for proper layout. 3. All access ports and manhole covers shall be readily removable, of durable material and installed and maintained at grade to allow for maintenance of the System.No structures shall be located directly upon or above the access locations which could interfere with performance, access, inspection, pumping, or repair. Sufficient access for infrequent maintenance of the System treatment media and all other treatment works shall be evaluated, and addressed in the System design if necessary,by the designer. System control panel(s) including alarms shall be mounted in a location accessible to,the operator of the.System. 4. Wastewater Loading and Effluent Concentration Design Standards For new residential construction in an area subject to the Nitrogen Loading Limitations of 310 CMR 15.214, and the facility does not meet with the Nitrogen Loading Limitations pursuant to the aggregation provisions of 310 CMR 15.216, an increase in calculated nitrogen loading per acre is allowed for facilities with design flow less than 2000 gpd with limitations as follows: • The design flow shall not exceed 660 gallons per day per acre (gpda) and the total nitrogen (TN) concentration in the effluent shall not exceed 19 milligrams per liter (mom);or Certification for General Use Page 4 of 10 . Bio-Microbics FAST<2,000 GPD Nitrogen Reducing • The design flow shall not exceed 550 gallons per day per acre(gpda) and the total nitrogen(TN) concentration in the effluent shall not exceed 25 milligrams per liter (mg/I). • TN is measured as the total of TKN(Total Kjeldhal Nitrogen),NO3-N(Nitrate nitrogen) and NO2-N(Nitrite nitrogen). III. General Conditions. 1. The provisions of 310 CMR 15.000 is applicable to the use and operation of this System,the System owner and the Company, except those that specifically have been varied by the terms of this Certification. 2. Any required operation and maintenance, monitoring and testing shall be performed in accordance with a Department approved plan. Any required sample analysis shall be conducted by an independent U.S: EPA or DEP approved testing laboratory, or.a DEP approved independent university laboratory, unless otherwise provided in the Department's written approval. It shall be a violation of this Certification to falsify any data collected pursuant to an approved testing plan, to omit any required data or to fail to submit any report required by such plan. 3. The facility served by the System and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 4. In accordance with applicable law,the Department and the local approving authority may require the System owner to cease operation of the system and/or to take any other action as it deems necessary to protect public health, safety, welfare or the. environment. 5. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system.Accordingly, no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless as allowed by 310 CMR 15.004. 6. Design, installation, and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner. 1. The System owner shall at all times have the System properly operated and maintained by a Company approved Operator in accordance with this Certification, the designer's operation and maintenance.requirements and the Company's approved procedures. 2. The System is certified only in connection with the discharge of sanitary wastewater from facilities with a design flow of less than 2000 gpd. Any non-sanitary wastewater generated and/or used at the facility served by the System shall not be introduced into the System and shall be lawfully disposed of.. Certification for General Use Page 5 of 10 Bio-Nhcrobics FAST<2,000 GPD Nitrogen Reducing 3. The System Owner shall provide access to the site for the System Operator to perform inspections, maintenance, repairs;responding to alarm events, field testing, and sampling as may be required by the Approval. Operation and Monitoring Requirements 4. System effluent total nitrogen(TN) concentrations shall not exceed 19 or 25 mg/L and effluent pH shall not be less than 6.0.or more than 9.0. Field test observations of dissolved oxygen(DO) shall equal or exceed 2 mg/L and for Turbidity shall be equal or less than 40 NTU. 5. All samples shall be taken at a flowing discharge point, i.e. distribution box, pipe entering a pump chamber or. other Department approved location from the treatment unit. 6. Inspection, operation and maintenance (O&M), sampling, and field testing of the System required by the Approval shall be performed by a Company approved Operator i who has been certified at a minimum of Grade Level 4 (four) by the Board of Registration of Operators of Wastewater Treatment Facilities, in accordance with Massachusetts regulations 257 CMR 2.00, and is an approved Title 5 System Inspector in accordance with 310 CMR 15.340. 7. Prior to commencement of construction of the System,the System Owner shall provide to the local approving authority a copy of a signed O&M Agreement that meets the requirements of paragraph IV (8). 8. The System Owner shall maintain, at all times, an O&M Agreement with a qualified System Operator approved by the Company. The Agreement shall be at least for one year and include the following provisions: a) The name of a System Operator who is an approved System Inspector in accordance with 310 CMR 15.34.0 and who meets any additional qualification requirements specified in the Approval; b) The System Operator must inspect the Alternative System as required by paragraph IV (9) and(12); c) The System Operator shall be responsible for submitting the monitoring results to the System Owner in accordance with paragraph IV (13) and to the local approving authority in accordance with paragraph IV (14); and d) In the case of a System failure; an equipment failure, alarm event, components not functioning as designed, or violations of the Approval, procedures and responsibilities of the System Operator and System Owner shall be clearly defined for corrective measures to be taken immediately. The System Operator shall agree to provide written notification within five days, describing corrective measures taken,to the System Owner and the local board of health. 9. The System Owner shall comply with the following monitoring requirements if the System is subject to a TN concentration limit in accordance with paragraph 11(4): Certification for General Use Page 6 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing a) Year-round installations shall be inspected and have effluent sampled,for at least the TN parameter quarterly for the first year,then a minimum of twice/year thereafter,at least 5 months apart and with at least one sample taken between December 1 and March 1 of each year. Field testing shall be completed per paragraph IV (11)below, and as determined necessary by the System Operator. See DEP Field Testing Protocol at http://www.mass.gov/dep/water/laws/policies. htm#tSpols. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV (10). 5 b) Seasonal installations shall be inspected and have effluent sampled for at least the TN parameter a minimum of twice/year.At least one sample must be taken 30 to 60 days after each seasonal occupancy begins. A second sample must be taken no less than 2 months after the first sample.Field testing shall be completed per paragraph IV(11)below, and as determined necessary by the System Operator. Wastewater flow shall be recorded at each inspection, see `Flow Metering' paragraph IV(10). c) Systems in operation prior to issuance of this Approval, which have received approval of sampling reduction from the Department may continue with that System monitoring frequency. Properties occupied at least 6 months per year are considered year-round properties. Properties occupied less than 6 months per year are considered seasonal properties. TN is measured as the total of TKN(Total Kjeldhal Nitrogen),NO3-N (Nitrate nitrogen) and NO2-N(Nitrite nitrogen). 10. Flow Metering: Reporting of residential System water use is not required,however it is recommended the Operator record water meter readings if available at all inspections, or otherwise estimate System flow, to assist in addressing possible operational problems or issues. Flow measurement when recorded shall be based on: a) actual metering data of wastewater flow to the System or actual water meter data of flow to fixtures that discharge to the wastewater system; or b) actual water meter data for the total facility with either actual meter data or estimated flows for non-wastewater usage subtracted from the total facility water usage. If estimating the wastewater portion of metered water usage,the System Operator shall provide a best estimate of wastewater discharged to the.System with the method of estimating, such as pump run times, occupancy rates, adjustment due to seasonal outdoor watering use, etc.; or c) for Systems installed under_a prior Approval that did not include a wastewater flow data reporting requirement, if no flow meters are available,the System Operator shall provide a best estimate of wastewater discharged to the System with the method of estimating, such pump run times, occupancy rate, etc. 11. Field Testing: Temperature,turbidity, pH and DO shall be measured and recorded in the field whenever the effluent is sampled for TN. See applicable sections of the Department's Field Testing Protocol at http://www.mass.gov/deplwater/lawsl policies.htm#tSpols. Certification for General Use Page 7 of 10 Bio-Microbics FAST Q,000 GPD Nitrogen Reducing 12. At a minimum,the System Operator shall inspect the System: a) quarterly for the first year then two times per year thereafter; b) in accordance with the approved O&M manual,the Designer's operation and maintenance requirements, and the requirements of the local approving authority; and c) any time there is an alarm event, equipment failure, or system failure. Recordkegping and Reporting 13. Within 60 days of any site visit,the System Operator shall submit an O&M report and inspection checklist to the System Owner and the Company. It is recommended the System Owner and Company maintain copies of these items for possible Department audit. The O&M report shall include, at a minimum: a) for a System failing, any corrective actions taken; b) wastewater analyses, wastewater flow data, field testing results and inspection checklists; c) any violations of the Approval; d) any determinations that the System or its components are not functioning as designed or in accordance with the Company specifications; and e) any other corrective actions taken or recommended. 14. By February 15th of each year the System Owner or the System Operator if designated by the owner, shall submit to the local approving authority all monitoring results with all O&M reports and inspection checklists completed by the System Operator during the previous 12 months. 15. Upon determining that the System has failed, as defined in 310 CMR 15.303,the System Operator shall notify the System Owner immediately. 16. Upon determining that the System has failed, as defined in 310 CMR 15.303,the System Owner and the System Operator shall be responsible for the notification of the local approving authority within 24 hours of such determination. 17. The System Owner shall notify the Approving Authority and the Company in writing within seven days of any cancellation, expiration or any other change in the terms and/or conditions of the O&M Agreement required by Paragraph IV (8). .18. Violations of the TN concentration in the System effluent shall not constitute a failure of the System for the purposes of 24-hour notification or 5-day written reporting as required in Paragraphs IV(16) and(8). 19. The System owner shall provide a copy of this Approval, prior to the signing of a purchase and sale agreement for-the facility served by the System or any portion thereof, to the proposed new owner. Certification for General Use Page 8 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing 20. The System owner shall furnish the Department any information that the Department requests regarding the System,within 21 days of the date of receipt of that request. 21. Prior to issuance of a Certificate of Compliance of the System, and after recording and/or registering the Notice required by 310 CMR15.281(10),the System Owner shall provide to the Local Approving Authority a copy of: (i) a certified Registry copy of the Notice bearing the book and page/or document number; and (ii) if the property is unregistered land, a Registry copy of the System Owner's deed to the property, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 22. Prior to signing any agreement to,transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest,the System Owner shall provide written notice of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notifications)to the Local Approving Authority within 10 days of giving such notice to the transferee(s). V. Conditions Applicable to the Company 1. By February 15t'of each year,the Company shall submit to the Department, a report, signed by a corporate officer, general partner or Company owner that contains information on the System for the previous calendar year.The report shall state: the number of units of the System sold for use in Massachusetts during the previous year;the address of each installed System, the owner's name and address, the type of property or use and the design flow; and for all Systems installed since the first issuance of Certification for the System,all known failures or malfunctions, corrective actions taken and the address of each such event and a list of all Systems not in compliance with effluent TN limits. 2. The Company shall notify the Director of the Wastewater Management Program at least 30 days in,advance of the proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them.All provisions of this Certification applicable to the Company-shall be applicable to successors and assigns of the Company,unless the Department determines otherwise. 3. The Company shall develop maintain and update as necessary the following: minimum installation requirements; an operating manual, including information on substances that should not be discharged to the System; a maintenance checklist; and a recommended schedule for maintenance of the System consistent with the Department's requirements essential to consistent successful performance of the installed Systems. 4, The Company shall institute and maintain a program of operator training and continuing education. The Company shall maintain and annually update, and make Certification for General Use Page 9 of 10 Bio-Microbics FAST<2,000 GPD Nitrogen Reducing available the list of qualified operators by February 15th and make the list known to local approving authorities,the Department and to users of the technology. 5. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 6. The Company shall include copies of this Certification and the procedures described in Section V(3)with each System that is sold. In any contract executed by the Company for distribution or re-sale of the System, the Company shall require the distributor or re-seller to provide each purchaser of the System with copies of this Certification and the procedures described in Section V(3). 7. A copy of the wastewater analyses,wastewater flow data, field testing results, and System Operator O&M reports and inspection checklists from each installed System shall be maintained by the Company or its designee for possible Department audit. 8. If the Company wishes to continue this Certification after its expiration date,the Company shall apply for and obtain a renewal of this Certification..The Company shall submit a renewal application at least 180 days before the expiration date of this Certification, unless written permission for a later date has been granted in writing by the Department. This Certification shall continue in force,until,the Department has acted on the renewal application. VI. Conditions Applicable to the System Designer 1. Upon submission of an application for a DSCP, the Designer shall provide to the local approving authority: a) a certification, signed by the owner of record for the property to be served by the System, stating that the property owner: i) has been provided a copy of the Approval, the Owner's Manual, and the Operation and Maintenance Manual, if applicable, and the Owner agrees to comply with all terms and conditions; ii) has been informed of all the.owner's costs associated with the operation including,when applicable: power consumption,maintenance, sampling, recordkeeping,reporting, and equipment replacement; iii) understands the requirement for a service contract; iv) agrees to fulfill his responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval; y) agrees.to fulfill his responsibilities to provide written notification of the Approval to any new owner, as required by 310 CMR 15.287(5); vi) if the design does not provide for the use of garbage grinders,the restriction is understood and accepted; vii) if the design is for an upgrade of failed or nonconforming system,the System Owner has been provided a copy of the evaluation of the existing system; viii) whether or not covered by a warranty, the System Owner understands the requirement to repair, replace,modify or take any other action as required by the Department or the local approving authority, if the Department or the local •, A Certification for General Use Page 10 of 10 Bio-Microbics FAST 4,000 GPD Nitrogen Reducing approving authority determines that the Alternative System is not capable of meeting the performance standards; and , b) a certification, signed by the Designer that the design conforms to the Approval with Conditions and 310 CMR 15.000. VIL Reporting 1. All notices and documents required to,be submitted to the Department by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street- 5th floor Boston,Massachusetts 02108 VIR. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including,but not limited to,non-compliance with the terms of this Certification, non-payment of the annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety,welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification and/or the System against the owner or operator of the System and/or the Company. IX. Expiration Date 1. Notwithstanding the expiration date of this Certification, any System sold and installed prior to the expiration date of this Certification, and approved, installed and maintained in compliance with this Certification(as it may be modified) and 310 CMR 15.000, may remain in use unless the Department,the local approval authority, or a court requires the System to be modified or removed, or requires discharges to the System to cease. Transmittal:X232831(formerly W101238) Baxter Nye Engineering & Surveying 78 North Street, Hyannis,Massachusetts 02601 January 91h, 2012 ' `v Board of Health /} 200 Main Street ✓� Hyannis, Massachusetts 02601 Re: 31 Church Hill Road, Centerville Members of the Board, Attached please find a revised plan for the above noted variance request. The changes are: • The system design flow has been revised to be a two bedroom system and the leaching system area reduced accordingly. • A retaining wall is proposed to reduce the amount of soil cover over the leaching system. Sincere , a .Stephen A. Wilson, P.E. ,...�,. #2011-014:02 BOHRevision.doc Phone(508)771-7502; Fax(508)771-7622 j PAGE l OF 3 ' 1 �oFz Towti Town of Barnstable sarnstabIe ��,.r ,- Board of Health �mericaCity Q i+ RARNSTAE3LE, + 9 MASS. q ib39. ,gym �ArfD MAt A 2007 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 a March 26, 2012 Mr. David Brito P.O. Box 1005 Osterville, MA 02655 and i Mr. Stephen Wilson-, P.E. Baxter Nye Engineering & Surveying - 78 North Street Hyannis, MA 02601 RE: 31 Church Hill Road, Centerville, MA/Variance Request A = 207-138 & 139 Dear Mr. Brito and Mr. Wilson, This matter came before the Board of Health upon your requests for variances to construct a septic system at 31 Church Hill Road, Centerville, Massachusetts. The variances requested were specifically from: Section 360-1 of the Town of Barnstable Code: To construct a soil absorption system sixty (60.4) feet away from a wetland, in lieu of the one- hundred (100) feet,minimum separation distance required. Section 360-1 of the Town of Barnstable,Code: To construct a septic tank thirty-five (35) feet away from a wetland, in lieu of the one- hundred (100) feet minimum separation distance required. As is discussed more fully below, after holding hearings on January 10, 2012, February 14, 2012, and March 13, 2012, and after reviewing the evidence, the Board voted to deny the request for variances. Background Information The combined parcels (parcels 138 and 139 total 32 045 square f l p (P ) q feet in size. Out of 32,045 square feet, approximately 47% of the property is wetland. QAWPFILES\Churchill Road31 WilsonBrito2012B.doc PAGE 2 OF 3 Parcel 138 is assessed at a value of$13,200 and parcel 139 is assessed at $13,500. At the hearings, there was extensive neighbor and community opposition including concerns about flooding and potential environmental contamination. Discussion of Evidence and Findings by the Board 1. Wayne Miller, M.D, Chairman, of the Board of Health, indicated that the proposed work is located within a designated "Saltwater Estuary Protection Zone." This area is defined as "an area of concern" due to the impacts of development resulting from small lot sizes, proximity to wetlands, and rivers. 2. The properties are located in close proximity to both a wetland and a river (wetland) which are tributary to the Centerville River. The Centerville River is closed to shellfishing due to high bacterial contamination. 3. These variances requested are.significant in nature with a 40% reduction of the minimum setback requirement for the construction of a new soil absorption system and a 65% reduction requested for the installation of a new septic tank, in regards to the minimum separation distance between a septic system component and a wetland. 4. Wayne Miller indicated that the MA Department of Environmental Protection requires the parcels to be legally combined in order to be considered one parcel of land. The applicant failed to legally combine the two lots and later submitted revised plans showing the two lots .(as separate). 5:- The applicant submitted plans for an onsite sewage disposal system which included innovative/alternative (I/A) technology, which is designed to reduce nitrogen loading and other contaminants. However I/A systems have not proven to be reliable, often not providing as much nitrogen removal as claimed and not adequately processing sewage wastes to the wetland, river and estuary resulting in environmental issues from bacterial and viral .contaminants, phosphates, and other compounds of emerging concern. 6. On February 14th, Wayne Miller indicated that with a 40% reduction in setback to the wetland, he would entertain a proposal for a one-bedroom dwelling onto the combined parcels, after they are legally combined as required. His rationale was taking into account the number of bedrooms legally allowed in the Saltwater Estuary Protection Zone with a 40% reduction due to the proposal for a 40% variance reduction in setback to the wetland. However, the applicant did not submit an application for a one bedroom dwelling at the I subsequent meeting. Q:\WPFILES\Churchill Road31 WilsonBrito2012B.doc PAGE 3 OF 3 Based upon the evidence on the record before the Board, it was determined that you failed to demonstrate that the strict enforcement of the particular provisions of the Town of Barnstable Code from which variances were sought would be manifestly unjust and although you offered to install innovative/alternative technology for a two bedroom system, you failed to establish that a level of environmental protection that is at least equivalent to that provided under this Code can be achieved without strict application of the provisions of the Code which variances are sought. Therefore, your request for variances is denied. Sincerely, Wayn` filler, M.D., Chairman n Paul Cann", D. . i nichi"Sawayanagi BOARD OF HEALTH TOWN OF BARNSTABLE i I QAWPFILES\Churchill Road31 WilsonBrito2012B.doc , Eva C. Schegulla 30 Bayberry Lane ACentervift_MA B2632 March 12, 2012 Dr. Wayne Miller Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 _ .TM RE: Variance Request for 31 Church HIII Road, Centerville Dear Dr.-Miller, --. am concerned about the variance request put in for the proposed development o0l -Church-Hilt floa°d-in Centerville. - The distances the variance requests are a big concern. The number 100 feet" was �n established for a reason. It was not simply plucked out of the air. 1 could understand if the variance-request,was for two,or three feet. But the applicant wants a variance of 65 , Z feet from the regulated dis ance.^bordering a metland,fo,r a se-ptic,tank -:waste materials. An`d a variance of 38 feet for.the soilvabso'rption,system..,Thats not a;distance of a�few feet.`That's substantial: Additionally,Ithe variance asks not,to require a,reserve area for the soil absorption system,-and-cover-of-more than W',-since.-it will be vented_ Again the numbers in the regulations were put there for a reason. The property borders a wetland. The number "100"must-have something to do-with a safe and healthy distance in that situation, and I am concerned that such a large variance will compromise the health and safety of not just the.wetland, but the surrounding properties. i understand there was already a flooding issue in 2007. How will building in this location affect future floods? What happens WHEN -- because it will be a "when", not an "if" --A here is a-problem with the septic tank? What are the long- term affects, in terms of both health and cost to the property, the wetlands, and the surrounding properties? don't see any examination of potential hazards and solutions in the notification letter. Perhaps•"the system will be vented'°.is one, but in light of atheilarge distances the.. aplicapt.reguess1,J Think;there needs.to be.more_, even_if the applicant was not legally; required:to provide it,. It would'show good,faith and,aong term consideration: property itself and the surrounding,area L, c iu .;. ... .. •n £ Ci. it .a: .t., If .x a r 4�: ei. � ... w yf.. ....`il have no idea if the applicant plans to build on the property for personal use or plans to sell once built for personal profit. If it is the latter, then the new owner will be left holding the bag for anyfuture-problems-ors the property, and 1 thinly those-possibilities reed to be considered now by the Town and the original applicant. i-lived,for many years, on a flood plain. My-nei�-s lost everythringon ire than me occasion. I have slogged through chest-high flood waters contaminated with waste, oil, and other toxins. Yearly property taxes from a parcel don't even begin to cover the long term costs and effects. ask that you take all of these.points into consideration as you weigh your decision. Sincerely, d Eva Schegulla �, II ��s � ��� s� �� ,�j/ �l ® Maser j. �.?'�'.''�'��"a•�•3t'�'t'.3c,�•7 ��ii3lei}3�i�l.y7 J� E�. . t��li.}i��l tf7371t.�l4ki!!�'33i i1J12� i bt -►074 o DyS( �iJ� I�i `�G ' Uhl CGIV 4e�v vill e-0 ,L Ji IiYZd IV( '4-ctmclWa`G�- f /F ea-i-5 r 1 lkplr SSzc� �l�Ltdf�: �� I fr' C-h 5Gr'�iq c", O 15 �����, r, � CDvcs, •` �� c�:l�ect� h.c�-�vY-� � '•�'l� .:�� r �. e��'���: ,�r'.;.:���,�.a.:'�r..o�� ,.sue � �,,k--�•- ..,�,,� , 44 Zoo 44aiA ✓�'-¢. ! t ! j ! } i !I !1 1! 1 ! 11 ! ! l111 it ) ! 1 �1 1 s 4 _ ! _ i i f! li ii i i i!1 ! ! 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P ; � 5 Vera56 kj�- 'I ca+-,sue r'rm Cad- -fiAc, 1 A06 7 rah lWCL-S df pp,-dpo►—hlen-S - n cl aSed per (Pl, z>s dF dux prd.per-)� � h )n�h boe-5 pezrr--fj cad, WI) kcacL aC-er 4�,i s .rcu;n Ch m-x r✓elnt �-o �J w o r Imo, w oL,3 bet`n don e an C,h L.rclh H-,'�I Qd Jware, cd rp)e+e l L � S "Feed- �e2� i n wager . )s rvf-,'on c7� es/-ulb) s leers O-t) J Ve5 o-n.) a, o(- 1'h s a n ew 5-h,C na � is \ , 6 � c[a�se o v�ef an dlsl vvi I Y-CSU l-f i rl I`hsfab►'I af On alre 0 0J)O( coed- e- cvn-h n u-d►ks fldojl\r Prd b lerr s h�,5, rL-c fens e sec)n o� d I de.st- o u-s.e an Gye- Cad o,rc- oJcL5 u C,q�lov�r� r 11 `F 1p 'P-►-S) Sd me CO rn e*j w.Lk-r& � a c�, -4z� m -I�ne, �+'d(DID- . i h dour• ems%den of fie, r-o p6sfcL v(3 ri ence, r ues- y o tt, l hce►'e f AB.MOR NOTIFICATION LETTER Date:December 2&,2011 Re:Variance Request As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health.Additional details am below: Applicant: David Brito Address: P.O. Box 1005 Osterville,Massachusetts 02655 Project Location: 31 Church Hill Road,Cederviile Assessor's Map&Parcel: Map 207;Parcels 138& 139 Project Dweription: Construct new house and septic system.. Variances Requested: BOH Roplation;Ch.360-1.To allow a propOSed septic tank to be 35 feet from 8 bmdcri Dg vegetated wetland in lieu of 100 feet and a soil absotption system to bc 62 feet from a bordering vegetated wetland in lieu of 100 feet Title V; 15,248 To not require a reserve area fort the soil absorption system Title V, 15.227(7)To allow greater'than 36"of cover over the soil absorption system.The system will be vented. Applimot's Agent. Stephen A.Wilson,P.E. Baxter Nye Engineering&Surveying 78 Noah Street. Hyannis,Massachusetts 02601 Public Hearing: Town Council Hering Room Town Hall--2!°Floor 367 Main Street Hyannis,Massachusetts 02601 3auuary 10` ,2011 at 3:00 pm 92011-014:02 vvWnwAbudWA February 29, 2012 Dear Dr. Miller, It has come to my attention that there is a desire to build a home in the wet lands of 31 & 43 Church Hill Road. It seems to be an inappropriate location based on the endangered wild life and the poor drainage after heavy rain falls. It is my opinion that this should not go forth. Sincerely, Judith C. Sirch 93 Long Pond Circle Centerville, MA 02632 N a'- eaut c�tlo ILI a _ Q 0- m March 12, 2012 V Dr. Wayne Miller Board of Health Town of Barnstable 200 Main Street Hyannis,MA 02601 RE: Pro pe�rty-a, t*3-1=_&-43_Church-Hill-Road,."_Centerville;MA Dear Dr. Miller, On behalf of the Centerville Beautification Committee, I want to express our concerns regarding the Variance Request for this property that's under discussion. We are concerned that a variance reducing the recommended 100 feet to 35 feet for a septic tank and from 100 feet to 62 feet for a soil absorption system is not appropriate for that spot. It borders on a variegated wetland, which is a sensitive, ecologically fragile area. It affects drainage and leeching fields not just on that property,but on surrounding properties. We are worried about the possibility for increased flooding, which was already an issue in 2007. We ask that you take all of these elements into consideration when the board looks at the pr ject� ca Respectfully, 3 Judie Sirch w President on behalf of the Centerville Beautification Committee PQ w Post Office Box 1022 Centerville, Massachusetts 02632 LAW OFFICES OF PAUL REVERE, III 226 River View Lane Centerville, Massachusetts 02632 (508) 237-1620 To: Board of Health Fr: Paul Revere,III Re: 31 and 43 Church Hill Road Da: March 13,2012 STANDARD FOR TITLE 5 VARIANCE (1) . . .Variances shall be granted only when, in the opinion of the Approving Authority: (a) The person requesting a variance has established that enforcement of the provision of 310 CMR 15.000 from which a variance is sought would be manifestly unjust, considering all the relevant facts and circumstances of the individual case;and (b) The person requesting a variance has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of the provision of 310 CMR 15.000 from which a variance is sought. (2) With regard to variances for new construction, enforcement of the provision from which a variance is sought must be shown to deprive the applicant of substantially all beneficial use of the subiect property in order to be manifestly unjust. WHAT IS LOSUNG SUBSTANTIALLY ALL BENEFICIAL USE? Grenier v. Zoning Board of Appeals of Chatham, 62 Mass.App. Ct. 62 (2004) "Although Chatham's by-laws restrict the manner in which Gove may use her property, they do not deprive her of all economically beneficial use of lot 93. As found by the judge, lot 93 can be devoted to recreational pursuits or sold to conservationists or abutters. Moreover, Gove's expert witness testified that lot 93 has a residual value of $23,000. Although the judge made no findings of fact concerning the market value of lot 93, we accept as matter of fact that lot 93 has a residual value of at least $23,000. See Trust Ins. Co. v. Commissioner of Ins., 48 Mass. App. Ct. at 624. Notwithstanding evidence showing that application of the zoning by-law to lot 93 deprives Gove of the most profitable use of her property, we apply the well-established law: a land-use regulation "may deprive an owner of a beneficial property use --even the most beneficial such use --without rendering the regulation an unconstitutional taking." h Gove v. Board of Appeals of Chatham, 444 Mass. 754 (2005) "The judge's finding that lot 93 retained significant value despite the challenged regulation invalidates Gove's theory: she cannot prove a total taking by proving only that one potential use of her property--i.e.,as the site of a house--is prohibited. Lucas, supra at 1019,requires that the challenged regulation "denies all economically beneficial use" of land." Barnstable County Title 5 Tutorial Appropriate to deny a Title 5 permit if the lot may become buildable when public utilities are brought to the area. T .-j Subdivision of Parcel Parcel is part of a three lot subdivision of the lot containing the country store. Area has never been sold for anything but nominal amounts because one lot wholly wet and other on a steep hill. Taxes Combined property value under$21,000 for 3/4 of an acre with annual taxes of$260 CONCLUSION Applicant has failed to demonstrate loss of substantially all beneficial use. MODULE 5 The Variance Hearing, part It Page 1 of 10 MODULE 5 The Variance Hearing, part II INTRODUCTION Of all of the modules these authors have put together,Modules 4 and 5 have been the most difficult for reasons that bear some mention. Foremost, as Board of Health members we understand that many hearings are not black and white. A decision made by one Board of Health may not exactly match what another Board of Health might have done. The goal in Board of Health decision-making is to develop a consistency which in large part and broad principle (not fine detail)would find agreement with any Board of Health that is knowledgeable of Title 5 and would be considered as enforcing the spirit of the code. As you read the cases presented below, you may be thinking "our board would never have done that" or "our board would have denied that application". In some aspects of the cases below, there is no right or wrong answer. What we encourage you to do as a Board of Health is to hold regular discussions and evaluations on the quality of your decisions. Good decisions are ones in which the facts, the knowledge of the code, reason, and consistency play major roles. Every Board of Health should periodically review its recent cases to make sure that is establishing a consistent review of applications that are in line with Title 5 and local regulations. When "mistakes" are found, it is often better to admit them and correct any faulty patterns as opposed to letting a mistake set a precedent that then has further reaching implications. In the coming months, our department will be attempting to develop additional ways to allow Board of Health members to participate in working through more scenarios of hypothetical cases. If you have any particular issues you are concerned with or have grappled with in the past, send them along to us or call us up for discussion, and we will attempt to frame them in case scenarios that others can share. We hope to be breaking into the technological world by supplying all our information on the internet. Daaahn Da Dant Dunt . Daaahn Da Dant Dunt Daaaaauuuh! My name is Friday, Joe Friday The cases you are about to hear are fictitious. Any resemblance to detail or individuals that you or your board have had experience with is merely coincidental. The reader should also understand that the opinions expressed herein are those of the authors and do not necessarily reflect the opinions of DER A VARIANCE FOR NEW CONSTRUCTION For our first case scenario,we have chosen a typical situation for new construction. Your board has passed a local regulation requiring a 150-foot setback between a leaching facility and http://www.leamftle5.org/Module5/Module5.html 3/13/2012 MODULE 5 The Variance Hearing, part II Page 2 of 10 private drinking water wells. An applicant approaches your board with a request to build a new house. While the applicant can meet all the requirements of Title 5, he cannot meet the local requirement of a 150-foot setback to the private wells located on two of the abutter's lots. The leaching field, if constructed,will be located 110 feet from the well located on the abutting lot to the north, and 120 feet from the well on the abutting lot to the east of the applicant's lot. There is nowhere else on the applicant's lot that the leaching facility can physically be located such that this variance is not necessary. In short, the applicant has maximized the distance between his leaching facility and adjacent wells,but still would require a variance from your local regulation. The wells on the abutting lots cannot be moved, because then they would not meet required setbacks from their own septic systems. Town water is not available on the street; it could be brought into this street from a main road located 500 feet away. The applicant asks your board to grant two variances of 40 and 30 feet from your local regulation and allow construction of the applicant's house to occur. In his effort to prove equal environmental and public health protection, the applicant's engineer states that groundwater in this area is known to generally be moving in a southerly direction. He further states that the abutters'wells are located to the north and east of the proposed leaching facility; therefore,the engineer contends that the proposed septic system should have no impact on the neighbors' wells. Further, the applicant argues that since Title 5 requires only a 100-foot setback, DEP considers this setback to be sufficiently protective of public health. In an effort to demonstrate manifest injustices, the applicant states that he has owned this lot and paid taxes on it for 10 years, and further, to deny the variance and not allow construction would deny him use of his property and would be manifestly unjust. He also argues that the only other possible solution--to bring town water down the street--would be extremely costly and it would be unfair to impose this cost on one person. Lastly, the applicant argues that this is one of the last unbuilt lots in this subdivision; it is not fair that the placement of existing wells and septic systems on neighbors'lots have precluded his ability to build on his lot. The board begins to consider the variance request. Discussion focuses on evaluating each of the arguments individually to determine whether they meet the required standards of equal environmental protection and demonstration of manifest injustice. The applicant's claim, that the Title 5 requirement of a 100-foot separation between a well and leaching field is fully protective of public health initially sounds valid. The Board of Health, however, reviews the rationale for their 150-foot requirement Z and affirms its validity, especially in light of the sandy soils, which have little retentive capacity for effluent, and little adsorptive capacity for viruses. In essence, the board insists that a 150-foot setback be required to protect public health unless the applicant can demonstrate evidence to the contrary. One way the applicant can demonstrate that the setback requirements between leaching facility and drinking water wells should be varied in this instance is to demonstrate that leaching field is located hydraulically downgradient from the well. The applicant's very general argument, that groundwater is traveling in a southerly direction, is questioned. The board reasons that while this might be true on a macro scale(i.e. groundwater south of the mid-Cape moraine generally flows southward) it may not be true on the micro-scale of the lot's location. It is commonly accepted that, on a micro scale, groundwater flow direction is often influenced by local factors such as groundwater discharge to nearby ponds or embayments, small scale differences in porosity or transmissivity of the underlying soil, or changes in groundwater direction induced by pumping of large municipal wells nearby. These factors can change http://www.learntitle5.org/Module5/Module5.html 3/13/2012 MODULE 5 The Variance Hearing, part H rage s or i u the direction of local groundwater flow by as much as 90 degrees. So, while groundwater flow direction may be toward the south on a macro scale, local factors can alter flow direction toward the southeast or southwest. The only way to determine the exact direction of groundwater flow on a lot in question is to install monitoring wells. The board requests that the applicant to do this if the applicant can show that groundwater flow direction will cause the leaching facility to be hydraulically downgradient from the abutters'wells, some relief from the 150 foot separation requirement may be justified. What about the applicant's claim of manifest injustice? Remember that Title 5, section 15.410 requires that the applicant prove manifest injustice and equal environmental protection before a variance is granted. The board decides to apply the same tests to its local regulation. The code also gives a clear standard by which to judge manifest injustice in the case of new construction when it states: "with regard to variances for new construction, enforcement of a provision for which a variance is sought must be shown to deprive the applicant of substantially all beneficial use of the property in order to be manifestly unjust". Clearly, the board does not want to deny the applicant the right to build on his lot unless it is absolutely necessary. When might this be the case? If the applicants fails to demonstrate that he can provide for the protection of public health by either meeting the regulation or providing an adequate compensating factor to offset the requirements of Title 5 or the local regulations the board should deny the variance. It is clearly not manifestly unjust for the board to require the applicant to undertake extra efforts and costs to protect public health when a variance is requested. These efforts can include establishing groundwater direction, providing advanced wastewater treatment, or having the applicant bear the cost of connecting his neighbors to town water as well as restrictions on use of the dwelling (for example, limiting the number of bedrooms with a deed restriction). As long as there is a reasonable nexus between the additional requirements and the assurance of protection of public health, the board is within its responsibility to require them, even if it causes the applicant to incur substantial costs. These requirements should serve to protect public health while not denying the applicant reasonable use of his property. In this case, the board agrees that it is not reasonable to require the applicant to bring town water down the street; it is simply too costly for one individual to do. While the board affirms the applicant❑s choice to supply town water to the potentially-impacted homes, should he decide not to, the board requires the applicant to install monitoring wells to determine the direction of groundwater flow if he wishes to seek the variance. The board makes this request to the applicant, and the hearing is continued until the applicant either decides to supply potable water to the potentially-impacted houses or he can provide information on the groundwater flow. As a courtesy, the applicant is advised that the information from the groundwater wells may not support his case, and that the information will be evaluated on its merits. At a hearing a month later, the applicant's engineer presents the data from the monitoring wells. The data show that groundwater is traveling in a southeasterly direction. The proposed leaching facility is not clearly hydraulically downgradient from the well on the lot located to the east of the system. After much debate, the board determines that the applicant has not r is health protection. hey also decide that to deny the variances will not be manifestly unjust. The board believes T�'tIiat tlr ave not completely denied the applicant all use of his property--the lot could become buildable in the future if water is installed on the street. Accordingly, the board decides to deny the variances. What circumstances might legitimately have altered the board's decision? �� http://www.leamtitle5.org/Module5/Module5.html 3/13/2012 BOU5324 e.c� 012 70 4'' I THE RIMBALL COMPANY, INCORPORATED, a corporation duly 1 c llestablished under the laws of Massachusetts and having its usual ' !I place of business at Barnstable (Centerville), Barnstable County, ' S Massachusetts, for consideration grants to JANE R. KIMBALL of :-; j1247 Buckskin Path, Barnstable (Centerville), Barnstable County, jjMassachusetts, with QUITCLAIM COVENANTS, two (2) certain parcels 3 �jof vacant land situated in Barnstable (Centerville), Barnstable ;? County, Massachusetts, shown as Lots 2 and 3 on a plan entitled ) Subdivision Plan Land In Centerville, Mass. Belonging to Kimball * { I= Company, Inc.", duly filed in the Barnstable County Registry of Deeds in Plan Book 247, Page 113, and together being more kjparticularly bounded and described as follows: ' ® T SOUTHERLY by Church Hill Road, a public way, by qn 04 ij three courses measuring about seventy-nine c (79±) feet; fifty and 24/100 vo a c j (50.24) feet; and one hundred twenty z and 05/100 (120.05) feet respectively; 1 (. pit WESTERLY by Lot 1 on said plan, one hundred twenty and 69/100 (120.69) feet; NORTHERLY by land now or formerly of Bradley R. _ y ) W ' & Elizabeth C. Parker"and-eland now or--- f �; formerly of Carmelite Sisters for the Aged z i & Infirm by three courses measuring i y sixty-three and 29/100 (63.29) feet; f twenty-nine and 13/100 (29.13) feet and about one hundred thirteen and 88/100 A i (113.88±). feet respectively; and VV EASTERLY by a brook or ditch and land now or formerly s I of the Roman Catholic Bishops ofFall River I(. about one hundred thirty-eight (138±) feet. Meaning and intending to convey and hereby conveying all Nthe remaining land of the Grantor' not heretofore conveyed by eeds duly recorded in the Barnstable Registry of Deeds, conveyed to it by deed of James E. Robertson dated January 11, 1958, i recorded in said Barnstable Deeds, Book 995, Page 28. _ I - 3 ) i 9 � 5 t d It i 6 Wv it & * ( 4 A I. IN WITNESS WHEREOF, the said THE KIMBALL COMPANY, ( , ! INCORPORATED, has caused its corporate seal to be hereto affixed, V, ( and these presents to be signed, acknowledged and delivered in its name and behalf by Sane R. Kimball, its President, and ° �. 4 �'n .. £' �( Treasurer, hereto duly authorized this 2-Ir day of . .. �! in the year one thousand Mine, hundred and" -Q d SR.s.E;, - ii LL it THE KIMBALL COMPANY, INCORPORATED • By 1 1 President �! By Treasurer COMMONWEALTH OF MASSACHUSETTS I yr F It Barnstable, ss. ' 2-r 19 Then personally appeared . the above-named and acknowledgd' . x the foregoing instrument to be he free act anc�,-,�edS Kimball Company, incorporated, be M i it Y ; i ifier A. Hummel 51 South Street �•• 4�. - ~' i P.O. Box 1298 Hyannis, MA 02601 !617 D 771-3132 I <~ i My commission expires: 2/3/89 ( r i f i I t _Y :. { 995 uarac'F�;; 2 8 J Zitoss...mz...11aad and seal this__..3. .__._ _.__day of 19-5-t ` = __._....._.......__...._.._.._.._..._..._.._._..........._ . ............._........................._..__._................. ........... _._ _.._.... , J,{rt,�i ��P (RBIQEIIIfF7R281f{I_IIF �3Sfi8L)�2SYIL. ' 6 4 Barnstable as. J 195$ Then personally appeared the above named' 'ice 0D0 ti r ROTH=1iTGIUUK and acknowledged the foregoing instrument to be his and deed,befor e -Fi$: :......... ....._...-- .._ yy77 �el;R h7. SYKs S Nan,P,�bMY Sarnstabla, ss., 31eceiveed January 13, 1958, and is recorded. ..T,. J,UE-S-E. ROB,TSON, -- ------ ; --- - log � �'' formers of Portland, in the State of Maine, - • naw of Barnstable (Centerville), Barnstable County,3fassaausetm, being Umayyied, for consideration paid,grant to THE �nM iL CCd riNY TNCOR=ORA_1`'D, »_ a Massachusetts business corporation having a principal. place of �p business in Barnstable in the village of Centerville, in the County of Barns table and Commonwealth of Massachusetts, with rlait L-im cr""moss (Dc®uaa and„w,-.mi,._,if my) - ` a certain parcel of land, together with the buildings thereon, in w Centerville, Town and County of Barnstable; Massachusetts, bn Main Street t in said Town, and bounded and described as follows: 1y, Begsnning at the Northeast corner at a brook and land .•_ .. now or formerly of victor Ruska, the premises hereby ;•. conveyed are bounded On the East by said brook and. said !and of Ruska, 150 feet, more or less; �Y 4 On the South by the read Imown as Churchill Road, or kyannis Road, 49.0 feet, more or less; On the rest by Main Street, 123 feet, more or less; On the North. by land now or formerly of C. C. McKenzie and orners unk own, .372.98 feet, More or less. t�4 �r` Containing in all 54,000 sobare feet of rtna, more or less. For mytitle reference. is 'fade. to a deed of Norma'. H. Tons et.ux to me 'ggg. � '. duly recorded with Barnstable County Deeds on Januar-y 3, 1958: No revenue stamps are affixefl to this deed as these have already been 2p ' affixed to the aforementioned deed as the grantor herein has held title as a conduit for this conveyance to the kmntee herein. % 1. Mary P. Robertson, of said grantor, Wife release to said grease aQ rights of doaec and homestead and other interests therein 39iffiss...n1II...hands and seals this G1L....; .._.._.day o:...._Jail .......1915 --.5.8. r __.._.........._._......_..__ _.._.._.._.....__...._..__ _ �%! w �` U '}i� is 5 ,- .3 Ent MIIannnnttlCo IIf 94959thu rlis = Barnstable, ss January 11, Then personally appeared the above'lamed James E. Robertson s and acl-nowledged the foregoing instrument to be his free act and deed,before me ,..- My m+mnr L2rnstable, ss., Received January 13, 1958, and is recorded. fi I 5 Ay:_RL';:1, ?I:C., a cor.tc.,, ,,-on dal rn<tet t laws of ttte Ca+ar:^me37 rh' ;; L=._ c`usft::s sr-I `.sving ins .=5.re s t cib :: eY - co nsidez ; stioii paid, rar_t-, t o 'P�:f•_ ... SCn_r-.? end.v 3A��' SC—RP, husber•; . :. ' and wife as-tenant s-by-tlue-ent ire ty, boti;- or 610 Odell" Avenue, 3. 33 � ffi g � 'Ionisers, Westchester County, New York rith w'-PCL S)S COb_,yAN^S, s ' s ta the lend It, F buildings thereon, icc9tec in .,arwi:; (.i rw�r,' 3 golf=, bs.rnsts.bl� County, maseac u.serts, bouncedurnd des crI b=.d z �! as follows. ems. PARCEL _ �vORTrr,FLY by Lot 23* as shown an 'Tan her—el—.after referred to, one hundred (100) feet; i r•AST3RLY by ?ilgrSm Road as shown on sold _o3.en, one hundred (100) feet; . s _ SODTIHYF Y by Lot Tb as shown on said p1£n, one hundred (100) pest; and gi ' Id ff gear. 7 0 3 6 Pa�F" 012. o4202 -. _YAS*ACHV$Vrr*,.QUIKLAIY DEED ENDRT IORM (INDIVIDUAL) Fitt A �= 1 'MM R. RI WZL of ..-`Bar.'S:ahZe Barnstable county,Massa&usetts. _ for confide ado,paid,and in fall consideration of CNB and 00/100 ($1.00) DOII.AR i grant t0 JUAN KrgB LL T ate RACH • of 6 Scholl Mmellm, West Yarmcuth, MA 02673 with i;lltttiatut t I _-+ ]pnciiptioo and enenmbeaDoe.;f aoyl Two cp,ra;nparcels of vacant Zand situated in Barnstable (Centerville). Barnstable County, Massachusetts, sbcwm as Lots 2 and 3 on a plan entitled "Subdivision Plan .Mass:-Belcingirlg to`Kimball Company, Inc." duly filed in the ' Land Zn-Cerltesville, of-Deeds.irr Plan Bcok'247, Page 113, alma together being Barnstable Canty Registry more T,�,�+;cti�ly � described.as follcws: SCt, play' by Church jL Road a public way, by three causes measuring about ! 79 feet"more`cr`less% 50.24 feet; and 120.05 feet respectively; + WESP ,Y by hot 1 on said plan, 120.69 feet; IMMER,Y by"land now or forllerly of Bradley R. & Elizabeth C. Parker and land new or foallPsly.of Carmelite Sisters for the.Aced n Infirm, by threes- f auger measuring 63.29 feet; 29.13 feet and abaft 113:88 feet more or less, respectively% and - „ > zQ,Y )r� a brook or ditch aril land now or formerly of t' Rallazl Catholic B:shoi^s of Fall River, about 138 feet more or less. For title see deed from 2Y.e Kim ma ny,any, Incorporated dated A g 7St 29, 1986 recorded with Barnstable Registry of Deeds, Book 5324, Page 12. i NMENAi L CCNSIDERA=CN - NO DccLvE�. MWVS t day of... uufi ...............19-.?II � ' �i4xYae ..?ni'.......hand and seal this........................... .J...... s .... ... G� R. ..1. ............ ......................... ::::.....::::::::::::::::::::::::::_: ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::. i$iFe Q[aau�§ of cfluse2t� 1990 Barnstable, ss. 'J.n PP� m ww� Tom peisonall a red the above naed JANE R. KUMATL y:,_ and acknowledged the foregoing instrument to be her free ad and deed before mg;A 5 z y - t NotU7?UblicT I {, r My commission oryires -�. 1Q� . x (*Individual—Joint Tcnants—Truants in Common.) �,!/ • CriAPTER 183 SEC 6 AS A.NEaNDED BY CHAPTER 497 OF 1969 Ever?deed prese:tted Er record shall contain or have endorsed upon it the full names midence and post once addres if not s of the Dee - and a redtal of the amount of the full consideration tbccef in doilars or the mture of the other a without it ou�on therefor,n or any Lima be for a spedfie monetary sum-The full considenrion shall man the total pprice for the coavelan encumbrances assumed by the grantee r remaining thereon. All such endorsernerits and recitals shall be twtded'as pan of.the deed. h_ Failure m amplr'with this lemon ahLH not aEeR the validity of any deed.No register of deeds shall aces^ a d'ecd for recording unless ~ it is in compliance with the requirements of this section- JAR 26 90 ire~s r G ,\ G/Ll � C, y� Iva Ilk `of r� SAVE OUR WETLANDS We the undersigned, as concerned citizens of Barnstable, oppose any leniency given to variance requests for development of wetlands located at 31 Church Hill Road. We the undersigned expect the Board of Health to uphold and enforce enacted regulations and guidelines they themselves set forth for the protection and conservation of Barnstable's fragile and irreplaceable wetlands. Name Address Phone Signature k1c4pr D 6"L H WS7, C:`VIt.Le S-Pf'-77S'AI707 7f141'#16 �. 14,erz - 91 K % C ;: 7 �1�L� �fCz C�Z/- l- SIAI i v A('L4-6k' 1-0I K-A. 'S b8 15 rQ �G- ry�-k -f-zl� I �1 o-- a p /!1 `7/ 708 _ g� L� J'6hsotq t 9/. 7 ,aV cS SY7Ma `�►- C'�,,-k/ta, saw= t9 _ t SZ$ 5Tal ` (x l��i10 I, f 3i f"b„ �AN TIN, A 4%1� i�i� rj\ SAVE OUR WETLANDS We the undersigned, as concerned citizens of Barnstable, oppose any leniency given to variance requests for development of wetlands located at 31 Church Hill Road. We the undersigned expect the Board of Health to u hold and enforce enacted regulations and guidelines they themselves set forth for the protection and conservation of Barnstable's fragile and irreplaceable wetlands. Na Address Phone Sig ure ` �s� oC4' wt.l �.c Climb �t tm, r s��nl d �.r,�P c r., e. r ' 45 asllej vn CewT Xr e.f 14M 35 -PVKtjVee 14'. J4_u."5.5 I l (,Sly / S l63 4 IN ,ll SAVE OUR WETLANDS We the undersigned, as concerned citizens of Barnstable, oppose any leniency given to variance requests for development of wetlands located at 31 Church Hill Road. We the undersigned expect the Board of Health to uphold and enforce enacted regulations and guidelines they themselves set forth for the protection and conservation of Barnstable`s fragile and irreplaceable wetlands. Name Address Phone Sign tur 76 o s V A` \ 7 SAVE OUR WETLANDS We the undersigned, as concerned citizens of Barnstable, oppose any leniency given to variance requests for development of wetlands located at 31 Church Hill Road. We the undersigned expect the Board of Health to uphold and enforce enacted regulations and guidelines they themselves set forth for the protection and conservation of Barnstable's fragile and irreplaceable wetlands. Name Address Phone Signature I-e-)e d-erg S-zJ M C W(< i2A 60 61 v a j 1 l 4, IQC o? 7 -TI , So 3 7 S—O �771- 3a acY. -Ave Town of Barnstable P# J 3 � oFTHtt rok o Department of Regulatory Services //� ]BARNSTABLE, Public Health Division Date l�0 A y MASS. 1659. 200 Main Street,Hyannis MA 02601 �rEa MPS IDate Scheduled Time—�_— tee Pd. / Soil Suitability Assessment foY Sew e Disposal Perfornted By: 5't—ev C. Witnessed By: LOCATION & GENERAL INFORMATION Location Address �1. p- — C1 , l n, Owner's Name Cch1-�!�u Il .C"�I�VI�V II`I I�/eJ / Y',o fbax Address G9SI�ru!l la! MA 02L5 Assessor's Map/Parcel: .Yla p Z01', P4 rc a 1 138 Engineer's Name 5Itp toh 4 Us lscw, rwt 13aK}trr fV�,e NEW CONSTRUCTION REPAIR Telephone!{ �_7 7/-7 S6 2' ex 13 Land Use Slopes(%o) 7 -�Lo%_ Surface Stones V\6 a- Distances from: . Open Water Body ft Possible Wet Area Sd It Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic)g l r ea u I b westl Depth to Bedrock Depth to Groundwater Standing Water in Hole: TP Iti Weeping front Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping front side of obs.hole: in, Groundwater Adjustment ft. Index Well N Reading Date: Index Well level Adj.factor Adj.Groundwater Level— PERCOLATION TEST Date TJVLII Time 1046 At7 Obsm-ation 11 Holed 4 3 Y Time at 9" !G'33 N V Depth o Time at 6" /O!2-5 f Perc �� Start Pre-sonk Tinte a ID Time(9"-6") :9 t '�7 End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Colnpleted on Back----------- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:FIEALTH/WP/PERCFORM 2O11 - GI!(:OZ, S ` I DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 1 tGravel) au/ C chi 6,LJ,016$ 'i DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture.. Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistencC %Orevei • Q..��v. �. .�„�� ��� cS GO N-CO Tr GI tA,l/ as h� e_Hvn ley 3d°`132° C Mc�. S��dQ a p R SA, -- ki 0 W a+rr is b s C9 . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Sill-face(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° a el Med. 5and IO Yle $/ly DEEP OBSERVATION HOLE LOG Hole# �{ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Collsisteljcv,%Grovel) AP i 10CvhY S—KCA to YR �2 rvla; SaAd 10 Y►2 6116 -- ha w air ®bs`d2, Flood Insurance Rate Map: " Above 500 year flood boundary. No_ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No ✓ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption.system? !'ts If not,what is the depth of naturally occurring pervious material? Certification I certify that on j 1 111" 5 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 9 2 20// At- ! 2d(I— Q:HEALTHH/WMERCFORM a 1 aim I=A SEEEN � •��, .r w.• .,�. ^�� _ - _..ram- .. i;� �.' ..1+.. _�. - i K b L,se �Fv-o,,Ai- 3Fs S• "nI f f �'~� -�:.y..• a `� , -#A!Ls,.�n-•. {+JYYe..: ......ram 4403% 0 C I 1 N N N N-4 1 AC:+0t2 G R 0 8 7WS,S•5. 100•0 to k r� r'F$.JPSa.' ♦ �"`'1Yr.. ra,` •a��a �• -�ai.W�'ls•.,- `rI'f a',v ": r b0 /1�1 C k u_rck fK I1 12d — - -, � � �-- - — - r — • I i � 1 • 'f '� y,� �y1 } ,��� �� A_ LL � 1` ,I % � � � � i I ;. ��" . � ,'pia�'!'�" aa� ' ' ' � ' _ �f � �✓ L�� � � ��� i � ' � �-_ �_� ' ..�'' 4 r _ � � { 1 � j , _ :�M. •�. ��"� � "'� y ��, `����� � '�. ,.. s xsr.. ' Y2. " — ♦�o�r� �, ..� � #.. ,M1.;,�:. ... `wK� I - ' .i y'i� 'F`�_�f�` ' ''yJ �. .. �y. � -. i "��i 7� �� �aiY � �vt� r' 1 j` J I I y i r h ''4 +; I �. 411 all cOn T h N � 6 t. ti r •�i•. r r'� i' li i 1 I ' �; i �� �' �� a ..:.�::: t 4 y(� ' - L �� �R � � � ti �. :.. � r '� "l t� ,t.� �!'"� c, �t �w �- •.. . ,,.� w'�.. .I�'. . .,,y;'+'w ♦! • a ~ �` �" ✓- �'"- � r-'. • � - •4�, �. . �E; . . � ��: � i - • � ,� / � � r y TOWN OF BARNSTABLE Lc:}CATION 31 0-6,-ceA SEWAGE# 21%07-1$ 1 VILLAGE ASSESSOR'S MAP&PARCEL 1 q 9 :,o l INSTALLERS NAME&PHONE NO. ,/r ,/e/! ��5' `i5- 9,97 SEPTIC TANK CAPACITY /doa ef110^5 LEACHING FACILITY:(type). d So* 6.41 C-0k"4,v(size) LJ x gyp. NO.OF BEDROOMS 3 OWNER 6u S' i, c oy PERMIT DATE: SLo 7 COMPLIANCE DATE: 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) I Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY • r , r , C4 O � 0 � s�aoec � ry � A t TOWN OF BARNSTABLE , LOCATION I CO S* SEWAGE # VILLAGE ASSESSOR'S MAP & LOTW 9'00/ r�rn•r. . ..�.� a nvnwr�ATfI •�GLd.Y 6-A-4.-e-ftA," SEPTIC TANK CAPACITY �D LEACHING FACILITY: (type) MI (size) NO. OF BEDROOMS BUILDER OR OWNER ,PERMITDATE: �COMPLIAN DATE 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 OWN OF BARNSTABLE "`` l U< ��+2 n ATIO (LbS _SEWAGE # VILLAGE Cam' E - lJ!<-�- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. ��. J ��t S °LO LL - J o-q0 d EPTIC TANK CAPACITY LEACHING FACILITY:(type) LeQCGi �(t (size) 6 00 10NO. OF BEDROOMS PRIVATE WELL OR; UBLIC WATER BUILDER OR OWNER Y f b FJ LD C� �C� P DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: '7 - 2 - S:2 VARIANCE GRANTED: Yes No c/ I � X- . , 'LOT Al A � BREAKFAST OAK BEDROOM #1 OAK 0 0 cl KITCHEN OAK T �L O o P o o m OAK AK 10 m m m BATH 1.4 c TILE ,�t W 2� DN O DINING LIVING j BEDROOM #2 BEDROOM #3 j OAK. OAK — OAK OAK T Q Q UP 32 FOYER OAK J J W = Q 1 OL IL.U LLI PORCH IZ = U V 30'_On FIRST FLOOR PLAN SECOND FLOOR PLAN SHEET I OF 4 SCALE: 1/4" I'—O" SCALE: 1/4" 1'-0" E JOB: 1111 DRAWN BY: KN DATE: 12/15/I I i L 30'-0" IS'-O° E BREAKFAST OAK LOFT OAK KITCHEN (� OAK TV ID o PWDR _ OAK o O m m m BATE I .c TILE wco DINING LIVING BEDROOM #2 BEDROOM #1 m OAK OAK - OAK OAK — UP 3Q FOYER OAK _J J Z R U PORCI I D � Z _ W U U - 30'_0° FIRST FLOOR PLAN SECOND FLOOR - PLAN SPE> r I of 4 SCALE: 1/4" I'-0" J .i Al •i 4 �;11� �.�. �_ . 1 'a aV 'v�lS3V DRAWN BY: KW DATE: 12/15/11 E � 100' BUFFER ZONE I 07 PA CE 05 /IC RD ARC U TH N R Zoo BU�It ZONE MAP 208 P CEL 085=001 I /F BRIAN ACEY, TRUST 1 82�•20,E N 88'0130r E 113 88' 1D 2 00' 00' ZON 29.13, 89.88' \ Al-1 E 10g •I N 2r a x 9. 1 8g 42• Al-2 \ WF Al-3 a NAP 207 PARCEL 139 �I 17.023.94 SO. PT. I� 0.40 ACRES ! \ ^ Z WF Al-5 a a Al-4 3 WF Al-6 \� • c \WF A h N GS I a IWF Al-11 WF A7-12 a � WF Al-73 MAP 207 PARCEL 1 WF Al 8 C 14,421 34rS Ei. I WFAl-9 � 0OMACRES t 207 PARCEL.051 I -WF Al-10 \ N/F T #4. . SUE N O'NEILL, TRU \ WF A7-14 WF Al-15 a PLAIN TR TP #2 I CD TP 3 - TP #1 I CATCH BASIN o Al-17 71.00' .\ WF k 1-16p N 91 0S• U S CATCH BASIN 50.24 ''. rn S 83'21'20� W \ CHURCH _ Hl L .ROAD o � \ -06 a > WF A2-3 • A2 / o 0 N CN FDWF A2-1 o \ WF A2-4 / i -------------------- ------- ------ -------------- GENERAL NOM : BAXTER NYE 2* DIA. MIN BLOWER PIPW AIR SUPPLY PIPES MUST TOP OF BE PTRM TOWARDS THE FAST TANK FOR DRAINAGE. rMAL •WAM 1.) 7HE WX OF THIS PLAN IS TO SHOW MMOSED WORI(AT LOCUS FOUNDATION SEE PLAN FOR LOCATION. FIRST M OF AIR SUPPLY N ENGINEERING & EL. 32-0 M MUST' BE CaVANUED THEN CPYC M SCHEDULE NOTES. NOT TO SCALE • PECTION PORT IN LOCUS AREA IS COMPRISED OF > • 80 MAY BE USED WITH THE APPROPRIATE GLUES AND ALL MATERIALS SHALL MEET H-20 LOOM REQUIREMENT& INISTALL ONE INSI ■ 1. CLFAIJFRS. APP ETCACCORDANCE WITH SURVEYING 2- CONTRACTOR TO SUPKY #a CONCRETE STRUCTURESt V&VESt PIPES NOH.*4: MANIUFACTURERS • 6' DIA. VENTING; PIPE VENT PIPE MUST BE ACTOR To COORDINATE TAW FAWATION WITH MANUFAC7UREP 24" Dia. covers AND PERFORM rwmmopi. coNTP RECOMMENDATIONS 0" • to finish We& PITCHED TOWARDS THE FAST TAW FOR 3. ALL RIMS TO BE SET TO DOSTING MADE APPL&K. MR. OW C. BRITO DRAINAGE. SEE PLAN FOR LOCATION P.O. BOX 1005 VA FINISHED FINISHED GRADE INISPECTION PORT TO 3* BELOW re, • OSTER14M MA, 02M BASEMENT 2r DIA. OBSERMAT OVER TW - GP" ti A i- Registered Professional Engineers FLOOR i FINISHED GRADE - 2134 AaM CO" TO 6" BELOW GRADE ZONING NOW" Ab-I% PORT TO Q9" -Tff 21ft ZONM DISTRICT : RC-2 (Rssiclenrd) and Land Surveyors EL-22.34 w7 -FINISHEI) GRADE OVER/D. BOX aft % • FINISHED OW M LEACHING FIELD MM) - 23.0-22.0* PVMt. OVUM OISIRICI WW- WL LOT AT* V.12D S1. 78 North Street - 3rd Floor -8'MIN. 2" LAYER DOUBLE WASHED STONE 3 - BIOff Ub TANK-20.85 FIRST' 2- (TO BE LW 1/8 TO 1/2- OR GEDTEXTILE 16MBD (OR EQUAL) CLww�ZONIM FE01111113M.10 LF e SCH. 40 TOP OF O PVC #w 0 2.0% FABRIC PER 1310 CMR 15.247 Hyannis, Massachusetts 02601 o WL LOT AM -43�5110 SF. 2.OX L OMME I OVAM TOP M-17."-- Phone (508) 771-7502 71 18.01 Ir Sc - 17.60 rt WI. LOT FROMWE- 20' Fox - (508) 771-7622 W. our - CROMM W N r SCH 40 PVC W. OUT - 18,46 F10 Mw 40 PC 10 T W. OUT 17.70 % W. IN - 1816-/ FAST 0.5 Z1 15 LF AC SCH 40 20' SIDE WAR YARD - 10/10 -nye.com W. IN - •17.86 ON. FRONT www.baxter INSERT III . i, --;. -.' . W PVC 6S-1.OX (MIN.) o REOOIID • 1) A 7RE WM NAS Wr BEW PMM FOR INIS SNE F OETEIM0 SEE DETAIL, S"EET FOR 1-1/2' XM W -- :7' r. 70 BE NE=W.A TME SE4KN SNX.L BE FEIMS Or OYNIM w TAILS • STAMP STAMP FAST SYSTEM DE FOOTING LEVEL B01% STONE ELEV-16.35 il:�\lot THE FWWY LINE NMKM SHORN 6&W ON aNDIT AMIABLE WORMAMN CONSISTING OF FLANS AND OEM STONE BASE M I FAMM BOX z M BE INISTALLED ON A LEVEL STABLE BASE M FROM MON GIS 77-, SOL ASSORPTO SYSTBA (SAO) WOWNIC INFWM 40 DENS SNOWN ON 7NIS FLAN WIS V :) W NELANI)RAGS KRE LOCM CURING A SW"130FOW BY MM NYE V� LEACHM FIRD MRGAU DICINEI)IING&SLW%tWX ON APRIL A 2011. BOTTOM OF TAN iRNION OEM TAW NTS ADJUSTED HIGH S EL 13.52 WITH FAST 0 5 GROUNDWATER INE KIM 011INEXIM HIMN WIS POMO BY THIS WEE BY LM IVI N .46345,�) n Mw0000, WERAND SCOOIST ON A9& 6. 2011. "P SHOW 15M GALLON QAST TAW EL - 11.3 2 COMPARTMENT 3 PIECE OR EQUAL lsocus. mlap 1 2OW 'IS T C' 70 BE MST ON A UNEL STABLE BASE SEPTICSrN. TAW TO BE INSPECTED CLEANED ANNUAIXY 4.) CMASW PANEL NUMBM 25=1 000 F(JULY Z 1992) AL 8# '2- 7NE KM NSIXW NVE MW CUM THIS 90 AS 2ONE 11 FINISHED GRADE CONSULTANT VARIANCO REQUOMD: SITE 6 NOT INTHIN AN AC.Et (AWA OF CRITICAL 0MOUNIAL CONCERN). so 4'w 1-1/2 •2* LAYER DOUBLE WASHED TOP OF CHAMBER 1AA LAAAA SITE 5 IWININ M 90 W BIWO IWW OF WK KOLFE PER NIESP 1W UBLE WASHED N STONE 1/8- TO 1/2- PIPE INVERT 7OWN Of 110A REGULATION&- TSIUM NAMIXIS OF INK RDLFE*OC f. 20011 IsOO13O �01R MUAIJ DIST. UNE IN 3/4" TO 1-1/2" 15" FOR USE WIN INE MA WERM PROTMIN ACT RINUUMIS(310 CMR 10).* DOUBLE WASHED EFFECTIVE 30-1 70 AUOW A SOC VINK TO BE 35'AW FROM A 00 SAN G W"M KRAND IN SITE WES Wr CONIIAIN A COMB%ERNAL POOL PER MW MAP OC 1, 20; sE 3 STONE DEPTH LIEU OF IW, M AM A SOL ABSORP!ION RM 70 BE SM4-MW FROM A ;0 w, Vew POOLS., CONSULTANT C4 BOROERING WMEM KIM IN LIEU OF 10(r. SITE IS WHIN A FMIY NAMXT PER NNIMP IMP OCIDW 1. 2W IAMIY 41 Ot. 2. -T TTILE NAMM OF WK YUIES FOR VIMIES LNW THE MAISMWITS BVJWD 19 2. 2.8' VITIES ACT. REGULVIONS (321 CW 10� 27 SEMN 3to CmR ism M To ALLOW wo 7wx 3r OF wa omt Yw SOL ABSORPyw Pm A woff SITE 6 Wr WININ A SWE MMO ZONE I GROW MR 1111901ARGE ECI NOTTO SCALE KL BE PROVIDED. VENT PLAN PLASTIC LEACIENG CHAMBER DETATL AWL NOT TO SCALE SITE 6 IWIWIN A ZONE OF 00110RIBIMON TO StMM EMNIIIES, ADS-BIODIFFUSER 1600BD (OR EQUAL) *UMT OF WWW WWW NERM CMIM IJIM W11054. RM DPW PREPARED FOR : LA LENGTH 76" PER UNIT :ON AILY IZ 2014, CONSIRUMON NOTES: David C. Brito i ILL SON COMPONDRS SU BE INSVILLED IN ACCORDIINCE WITH 70LE V OF THE P. BOX IWS MT SWWr CODE DM*K 2f. 2006. AS AM9=TNROUSN THE ON OF TNIS 104), BUFFER ZONE R^ &ANY LOOt RIM&RERIIIATIONS A1313LICABLE, 09terville, MA 02655 (INNER RIPARIAN) i I MY CHOICE 10 INS PLAN MLISr BE ATI09 0 MM BY THE 801111t aEWW WONNITIN MUST Wr K CNOW WMIT VAII PRO APPROK BY STEP I MEASURE DEPTH TO WATER TABLE TO NEAREST 1/10 FT . .......................................... . DATE. 8/10/11 EL 7. on G. 11w DOER M/D/Y 100 CONSIMICIIIOW 6 CMILEM FRIOR 70 811COUK NM THE BOARD OF STEIP 2 USIM WATER LEVEL RAMX ZONE AND I14DEX ISELL MAP LWATE SIT AND I:EXTH AGOIT NO ENCKM FOR NgqrMK AP '07 PAFCEL 05 DETERMW- k N1 sww camt SYSTM WING To BEr SCNMU 40 PVC tmw -ZoOE '&N/F IR MLW` -29 OPERM WO HEREIN. C U TH MA N RIT 200- OOFFE APPROPRIATE PM HELL . .................................................. . CH RD AR MAP 208 PARCEL 085-001 5. DMW WXW WMK AS WM 10 INE T NORIZON". FM A NOW N/F M- BRIAN DACEY, TRUST (1) WATER LEVEL RANGE ZONE .................................................... OSIANCE OF 5'"OMING THE LWIING FELD.AND FOLACE WN CLEM SAND FER 310 CUR I&M M TNE TW MWION OF THE M 86-()130 3 9 IWATE/U WES XWST FRIMISIG IS MM 00 LOS THAN 3'OF COVER N BS' TD 2 00 1 STEP 3 USING MONTHLY RIEPORT "CURRENT WATER RESOLMES CONDTTIONS". DE79MW 1 8/1, 8.32 "tENT DEPTH TO WATER LEVEL FOR INDEX WELL IM/y, 1w Sew 9M."w MIXT afflow Mw Dams OO A V,MM 7w Cww=SHALL Ott w SAFE(4T I AM Al-1 STEP 4 USIM TABLE OF WATER LEVEL ADJUSTMENTS FOR WW WELL (STEP 2AX WIUTY COMIIANS TO LOCAFE ALL EXISIM UMM AT 06T 72 NM THE gART OF CONSTIRCM THE CWWOR SNAII DEMM THE OW LOCATION, MIRRENT DEPTH M WATER LEVEL FOR INDEX WELL (STEP 3). ADM WATER LEM! WN NOR12WALLY NO VERTIMY. OF ALL DOW UTIUM BMW THE SIART OF .ZONE (STEP 28), WM%WE WATER LEVEL AMMAWT . ................................................................... . AW OW THE LOOON OF DOW MAMIND 1111M ARE SHORN IN AN 9. ffMUM W OKY, W Wr BE LUD 70 TNOSE SNOW HEREON NO WE Wr M INOEIMMY VERIFIED 11Y TNE WO OR ITS WfMIAM THE SHP 5 ESTIMATE DEPTH M HW WATER BY SUIMACTING THE' WA LEVEL ADAMMIM OWIRM AMS TO BE RILLY F113VOIBLE MR MY NO ALL DOW WICH (SnP 4) FROM WASURED DEPTH TO WATER LEVEL AT S17E (STEP 1) ......................................................... JEL 11. HWIT BE OCQW0 BY INE CONTIMCM FMAIRE TO LOWE TNE MITIES EXACIII.Y. Al-2 # aEMN 64FORM4" OFFERS FROM RAN INFOISUM THE CONTRACM SHALL 207JR EL 1 WIIFY TW DOW IMMMMY FOR FOSSIBLE RMEM AT UMITY'CIOSSM 2C 5' 10. 70 BOTTOM OF SYSTEM 10 19W IN FED THE WOM/INWIRTS OF emm m 7aswe&DAVAM 421.34 SO U, 0.33 ACRES AND RELODUE IF COWLICIING ON INVIM PER INE DIGNM DIREMON. • /�c PROPOSED BOTTOM OF SYSTEM EL 1&3 1NE C.ONTRAC= SHALL PRESERVE ALL 00900M UMM AS 11WARM WF A1-3 cn p MAP 207 PARCEL 139 1. THE Ullff CONIIMIONS 9M HIMN ARE SMM FIK UMN TO LOT 3 M1 BE AS DEMMINED BY THE APPROM7E UMff CO~ 17,623.94 SO. FT. cr 26,AT 0.40 ACRES ± ENO OF WALL SM LOW P-"XG DATE SM/fl cc (A WF A1-5 0 now BARNSTABLE son w SOIL EVALUATOR: BOARD OF HEALTH AGENT: -j X .5 F Al-4Co A1-6 STEVE WILSON, P.E. DON DESMANS G 2w MIN. AIR PIPI TEST PIT I TEST PIT 2 ADS-BIODIFFUSER 16008D (OR EQUAL) AIR SUPKY PIPE LAYUP LENGTH 76" PER UNIT 4D T. W. EL 36. MUST 9E-PITCHED ow G.S.E. = 16.1 TOWARDS FAST'-- ow G.S.E. = 16.2 0 TANFOR F Al-7 A SAND FILL W/ASPK4LT A SAW FILL WASPWT LU DRAINAGE a '"iai n 3"0, DA-11054 CHUNKS CHUNKS LEACHM..:AREA FEWMEMM'S 0 PR OSED PROPOSED 24a 20w C MIN.�,VENIT. VEI IT B&Lo WF Al-12 NITROGEN LOADING LIMITATION. 440 GPD X 32,044 SF/40,000 352 GPD IPE MUST BE WF Al-11 0. POWER I SUPPLY PI"TCHEED tDS 8 10YR 4/2 LOAMY SAND 9 10YR 513 LOW SAND RESIDENTIAL- 2 BEDROOMS (DET"INE FAST\ TANK FOR WF -8 WF Al-13 S. X 110 OMMM LOG. IN 1.0 DRAINAGE 32w 32w OEth) X -9 TOTAL DESIGN FLOW - 220 GPD (n C I OYR 5/4 MED. SAND C ; I OYR 5/6 MED. SAND GARBAGE "DER (NOT INCLUDED) NIA (n z (n 0 PROPOSED 0 132* 132" PERC RATE <5 MIN, I INCH (CLASS 1) )'-- 0 - WF Al-10 V) 0 1-- RETAWW • 22. -11Q, LIAR - 0.74 GPD/S.F. CL w WALL TP # -14 MIN, LEACHING AREA OF SAS I M T.O.W. EL 36 WF Al WF Al-15 w 220 GPD/,0.74 GPD/S.F. = 298 S.F. MIN. C14 -ICY MPOSED (n PROPOSED Aj 3 - ADS-BIODIFUSSEIRS 16008D LEACHING CHAMBER UNITS < wo RWETA~W -_;t- U- .1 -17 (ELEV 7.1) 4' OF STONE AT ENDS, 3.7* STONE BASE 5: WF Al WATER AT 108 WITH 2.6' OF STONE ON SIDE .00, t w DEWALL ARM - + 8')2 x 1.25' DEPTH 87.5 SF . . . 77 o SI (27 0 -7 WF Al-16 ♦.0. X, (27' x 8') 216 SF 04 C-4 w o U/P 532-1 w TOTAL EFTECTIVE LEACHING AREA 303.5 SF �0- �p W 120.05' 50-24 TM Pff .3 TM Pff 4 CIA ON SYM DSIGN CAP&TY = 303.5 SF x 0.74 GPD/SF 224.6 GPD I* WAIR SER S B3-2i'20" G.S.E. 18.4 oo G.S.E. 19.0 CONWCT To 00SM VICE 3c: co 04AIN --ATER TAPER TO BREA OUT A ; 10YR 3/4 LOAMY SAM A 10YR 312 LOAMY SAND 220 x 2= - 440 GALLONS (n V) EL 19.0 AT 0 EL-1 .99 USE 1500 GALLON SEPTIC 04 9w OF WALL 6w z CRCS wl . "URC R04D 9 1 M 316 LOW ANI) B I M 5/6 LOW SAND SHEET TITLE 18" Se• ptic System Design Plan C, IM 5/4 MED. SAW C. 10YR 616 MO. SAO BE MARK: < 132* 132" MAG NAIL SET EL - 5.84' SHEET NO -06\ WF A2 F A2 Spoil cti L PERC 0 54& PERC 0 66" RATE- <2 MINIIN RATE- <2 MINIIN • CLASS I SOIL CLASS I SOIL DATE : 12/16/2011 o 0 0 0 0 WF A2-1 o tL tT ON I CERTIFY 74 W FASSED THE 90L rALWW DIAMINIAFION APPROM Or THE SCALE IN FEET OVARTMENT OF OhIRMENTAL PROTECTION AND TWIT THE ABODE ANALYSIS WS PERFORMED BY ME CONSISW WITH TmE W"n MWSIG, D(PERFISE NO D(PERIENCE DMMW IN 310 CMR 1&017 S C A L E : 1"-20' 2 Rim DRAWN/DESIGN Y. UN CHECKED BY. WF A2-4 DAM o SIGWAYURE .-.C} ' c JOB NO: 2011-014 CADD FILE: 2011-.014-SP.dwq ® e. SYSTE A T WA TREATMENT SYSTEM SPECFIC ATi0N8 FOR NICROF' S 0.60 WASTEWATER TREATME S 1. GENERAL '' BARTER NYE w. NOTES THE CONTRACTOR SHALL FURNISH AND INSTALL 1 MICROFAST 0.50 TREATMENT SYSTEM. AS MANUFACTURED 8Y 810-MICROBIC$, INC. THE .TREATMENT SYSTEM SHALL BE COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. ® EXCEED 100 FT TOTAL LENGT H AND USE P T FAS T MAY NOT 1. BLOWER PIPING 0 AND ALARMS. ALL OTHER Ill_ldS MALL BE PROVIDED BY OTHERS. THE MI OFAST 0.50 UNIT SHALL MATH(Y BLOWER CONTROLS CR ALL BE SITUATED N A 1000 THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST SYSTEM INSERT. LEG EXTENSIONS. OR VD, BLOWER ASSEMBLY, ., u MIN A MAXIMUM OF 4 ELBOWS IN THE PIPING SYSTEM (O 100FT). FOR DISTANCES ENGINEERING MINIMUM COMPARTMENT OR TANK AS SHOWN ON THE PLANS, SUGGESTED MAXIMUM SETTIJNG ZONE IS (1) X THE DAILY FLOW. TANK(S) MUST PROVIDE ADEQUATE PUMP OUT ACCESS AND CONFORM TO LOCAL. STATE. AND ALL OTHER APPLICABLE CODES. THE CONTRACTOR FLOOD LEVELS ON GREATER THAN N A CONCRETE BASE 24• X 18X 2" MIN. SHALL.PROVIDE COORDINATION BETWEEN THE FT CONSULT FACTORY. BLOWER MUST BE LOCATED ABOVE FAST SYSTEM AND TANK SUPPLIER WITH REGARD TO FABRICATION OF THE TANK INSTALLATION OF THE FAST UNIT AND DELIVERY To THE JOB SITE . SURVEYING 2 oPERATiNc caraTloNs SU G c A AVOID Gallon HIGHER TO FINISH GRADE OR`A SH 2. VENT.TO BE LOCA TED ROVE ,..� I �°� c W3 THE MICROFAST 0.50 TREATMENT SYSTEM SHALL BE CAPABLE OF TREATING THE WASTEWATER PRODUCED BY TYPICAL FAMILY ACTIVITIES BATH, LAUNDRY, KITCHEN, ETC. RANGING FROM 1 ONE TO 8 EIGHT PEOPLE AND NOT TO EXCEED 500 US GALLONS PER DAY. Setting o INFILTRATION. CAP WITH A VENT GRATE WITH AT LEAST 7.1 SQ. IN. OPEN ( ) O ( ) Zone c STEEL SCREWS SEE DETAIL BELOW). .SECURE WITH STAINLESS m SURFACE AREA. � W IN (SEE A 3. MEDIA v .. . `� Profess►on IEngineers ..f _ OR a m � THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, POLYETHYLENE, OR POLYPROPYLENE AND IT SHALL BE SUPPORTED BY THE POLYETHYLENE INSERT THE MEDIA SHALL BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING PARTS AND SHALL.NOT CORRODE. See Note 6 6 - RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH A VENT GRATE WITH GH MEDIA TO THE BOTTOM OF THE SEPTIC TANK. Settling THE MEDIA SHALL BE DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS DESCEND THROUGH THE EDt and Land Surveyors Zone L3 AT LEAST 7.1 SQ. IN. OPEN SUR FACE AREA. SECURE WITH STAINLESS STEEL Yn �.• 414 min. (PING MUST NOT ALLOW EXCESS MOISTURE BUILD UP OR BACK SCREWS. VENT P ,.. 4. BLOWER PRESSURE. - - - R THE BLOWER ASSEMBLY SHALL INCLUDE AN IN FILTER WITH M T - THE MICROFAST 0.50 UNIT SHALL COME EQUIPPED WITH A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING 17 25 CFM 31 46 M3 E BL LET METAL FILTER ELEMENT. 78 North Street 3rd Floor APPURTENANCES TO FAST® (E.G. TANK PUMP OUTS, ETC. ) MUST , 3. ALL APP ( ) Hyannis, Massachusetts 02601 r3ectrlcol conduct from PUCAB COUNTRY STA PROVEN AND LOCAL Ya CONFORM TO ALL AP LE TE. CE, REMOTE MOUNTED BLOWER 5 t :r Mower control o system SYSTEM BY wER CONTROL �•�ELECTRICAL CODES. BLOWER BA THE MUST N PLUMBING AND ELEC 1 WAY AND USE A MAXIMUM OF 4 0 FROM THE MICROFAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE SE E BLOWER US 0 SET I STANDING WATER AND ITS ELEVATION MUST BE HIGHER THAN THE THE BLOWER SHALL BE MOUNTED UP TO 00 FEET A ELBOWS blower/blower housing. Pump BIO-MICROBICS, INC. NORMAL FLOOD LEVEL A TWO-PIECE, RECTANGULAR HOUSING'SHALL BE PROVIDED. THE DISCHARGE AIR LINE FROM THE BLOWER TO THE MICROFAST SYSTEM SHALL, BE PROVIDED AND INSTALLED BY THE CONTRACTOR. , Seio �P`�fbs"� - Phone - 508 771-7502 �. AP OR THE WITH A PIPE C P SHALL B E FITTED .•�. t 4. EITHER THE INFLUENT PIPE TEE e note 3 5 3 6 AA and housing. 6. ELECTRICAL BEXTENDED SHALL BE ALL THE WAY TO THE Fax 508 771 7622 BAFFLE THE TVVO Z ONES ALL Pi >� V2 0 Mt venting must use "THIN 150 FEET OF THE BLOWER CONSULT LOCAL CODES FOR LONGER WIRING DISTANCES. ALL WIRING MUST CONFORM TO ALL APPLICABLE CODE IEC NEC ETC. . WIRING DISTANCES MUST PREVENT SIGNIFICANT VOLTAGE LOSS. INPUT w water t gaskets TOP OF THE TANK. IF CHOOSING TO USE THE PIPE CAP. THEN THE BAFFLE THE ELECTRICAL SOURCE SHOULD BE S( ) nt pipesee tigh gask www.boxter-n cointe 2 IS<6.SeeSHALL BE AT LEAST 3 HIGHER THAN THE WATER LEVEL AS SHOWN ON THE POWER ON 60HZ ELECTRICAL SYSTEM IS 110/220 VAC, SINGLE PHASE, 2.8/1.4 AMPS. INPUT POWER ON 50HZ ELECTRICAL SYSTEMS 127/230 VAC, SINGLE PHASE 0.352 KW/HR. ALL CONDUIT AND WIRING SHALL BE SUPPLIED BY CONTRACTOR. •for DRAWING.n Rrttsttedt� 7. CONTROLSation N AND PUMP OUT PORTS MUST BE SECURED TO 5. ALL INSPECTION. VIEWING VI P TO THE BLOWER WITH AN ALARM SYSTEM CONSISTING OF A VISUAL AND AUDIBLE ALARM CAPABLE OF SIGNALING BLOWER CIRCUIT FAILURE AND HIGH WATER CONDITIONS. THE CONTROL PANEL IS EQUIPPED WITH SFR SEQUENCING THE CONTROL PANEL PROVIDES POWER 4"0 PVC w/FASM PREVENT ACCIDENTAL OR UNAUTHORIZED ACCESS. STAMP STAMP treated effluent see FIXED REACTOR TiMEO CONTROL FEATURE - A MANUAL SILENCE BUTTON IS INCLUDED. N PAD AND VENTS ARE note 9 u S PIPING CONDO IT BLOWER HOUSING 6. TANK, ANCHORS. 0� N M N ATiNG .INSTRUCTIONS L q AND OPERATING PROVIDED BY OTHERS 8. INSTALLATION 0 Y TH MANUFACTURER AND IN ACCORDANCE WITH A LOCAL AN Ti OPERATIONS 7. ALL PIPING AND ANCILLARY EQUIPMENT INSTALLED AFTER FAST MUST NOT ALL WORK, INSTALLATION AND CONNECTIONS OF THE MICROFAST 0.50 SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS.PROVIDED B E ALL APPLICABLE L CODES D REGULATIONS. OPER ON MANUALS` � r ante SHALL BE FURNISHED. WHICH WALL INCLUDE A DESCRIPTION OF INSTALLATION. OPERATION. AND SYSTEM MAINTENANCE PROCEDURES. STE E Influent IMPEDE OR RESTRICT FREE FLOW OF EFFLUENT G� ` s � w o T MIN Bower c.> 9. FLOW AND DOSING piping ® CURED TO FAT UN IT MUST BE SE L 8 THE AIR SUPPLY'.LINE IN TO THE S PREVENT VIBR ATION INDUCED DAMAGE THE AIR SUPPLY LINE SHOULD BE FAST SYSTEMS HAVE BEEN SUCCESSFULLY DESIGNED, TESTED AND CERTIFIED RECEIVING GRAVITY, DEMAND-BASED INFLUENT FLOW. WHEN INFLUENT FLOW IS CONTROLLED BY PUMP OR OTHER MEANS TO HELP WITH HIGHLY VARIABLE FLOW CONDITIONS, THEN MULTIPLE DOSING 45 Ht USED TO HELP ENSURE EVEN FLOW a �` SECURED WITH A NON CORROSIVE CLAMP EVERY 2 MIN. SEE ALIERN ATE AIR EVENTS SHOULD BE U , ,T MIN sesNobeA1+ • STE � � c P Y ON DETAIL BELOW See note 4 SUPPLY OPTION S E 9. MIN. HEIGHT MAY BE REDUCED. 0 . . Y R UCED CONSULT w FACTORY AND REFERENCE -SHOR T-_ 10.WARRANTY 4L BID-MICROBICS. INC. WARRANTS ALL NEW RESIDENTIAL FAST MODELS (MICROFAST 0.50, 0.75. 0.90, AND 1.5) AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO YEARS AFTER INSTALLATION OR THREE YEARS FROM DATE OF SHIPMENT WHICH EVER FAST-MODULE-PROCIDUREPDF". N S AN DITION ALL OTHER F SYSTEM MODELS ARE WARRANTED FOR A PERIOD OF ONE YEAR AFTER INSTALLATION OR EIGHTEEN MONTHS FROM DATE OF SHIPMENT WHICHEVER OCCURS FIRST SUBJECT TO THE Settling Treatment OCCURS FIRST, SUBJECT TO THE FOLLOWING TERMS D CON S, ( AST Zone 15'MtN Zone 4"0 10. SEE CHART BELOW FOR REQUIRED DIMENSIONS. FOLLOWING TERMS AND CONDITIONS): DURING THE WARRANTY PERIOD,'IF ANY PART IS DEFECTIVE OR FAILS TO PERFORM AS SPECIFIED WHEN OPERATING AT DESIGN CONDITIONS, AND IF THE EQUIPMENT HAS BEEN INSTALLED AND IS BEING OPERATED AND MAINTAINED IN J FAST treated ) CONSULTANT ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY 810-MICROBICS, INC., BIO-MICROBICS, INC. WALL REPAIR OR REPLACE AT IT'S DISCRETION SUCH DEFECTIVE PARTS FREE OF CHARGE DEFECTIVE PARTS MUST BE RETURNED BY OWNER TO 810-MICROBICS. INC. effluent see note 7 FACTORY POSTAGE PAID, IF SO REQUESTED. THE COST OF LABOR AND ALL OTHER EXPENSES RESULTING FROM REPLACEMENT OF THE DEFECTIVE PARTS AND FROM INSTALLATION OF PARTS FURNISHED UNDER THIS WARRANTY AND REGULAR MAINTENANCE ITEMS SUCH AS 4t t/4'min. FILTERS OR BULBS SHALL BE BORNE BY THE OWNER. THIS WARRANTY DOES NOT COVER GENERAL SYSTEM MISUSE, AERATOR COMPONENTS WHICH HAVE BEEN DAMAGED BY FLOODING OR ANY COMPONENTS THAT HAVE BEEN DISASSEMBLED BY UNAUTHORIZED PERSONS, DO NOT SCALE IMPROPERLY INSTALLED OR DAMAGED DUE TO ALTERED OR IMPROPER WIRING OR OVERLOAD PROTECTION. THIS WARRANTY APPLIES ONLY TO THE TREATMENT PLANT AND DOES NOT INCLUDE ANY OF THE STRUCTURE "RING, PLUMBING, DRAINAGE. SEPTIC TANK OR DISPOSAL 24"MIN UNLESS NOTED [ SYSTEM. BIG-MICROBICS. INC. RESERVES THE RIGHT TO REVISE, CHANGE OR MODIFY THE CONSTRUCTION AND/OR DESIGN OF THE FAST SYSTEM, OR ANY COMPONENT PART OR PARTS THEREOF, WITHOUT INCURRING ANY OBLIGATION TO MAKE SUCH CHANGES OR MODIFICATIONS liy6tl/e DIMENSIONS I IN PRESENT EQUIPMENT. BIO-MICROBICS, INC. IS NOT RESPONSOX FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY NATURE RESULTING FROM SUCH THINGS AS, BUT NOT LIMITED To, DEFECT IN DESIGN, MATERIAL. OR WORKMANSHIP, OR DELAYS IN DELIVERY, ARE IN INCHES See note 3 .. •.,T E. REPLACEMENTS OR REPAIRS. [CENTIMETERS] TOL ERANCES CONSULTANT 6 i/8 THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BID-MICROBIC$ SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER t 0.02 IN/IN Mk=*AST 0.50 FAST Unit _to"see rote� Pipe Length See WARRANTY OR TO ASSUME FOR.BID-MICROBiCS, INC., ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. CONTACT YOUR LOCAL DISTRIBUTOR FOR .PARTS. AND SERVICE. [t 0.05 CM/CMj Detais below WEIGHT b WE' MAIMING NAME DATE • h SHEET with t THE B•IPDRMATION CONTAINED IN 7F#S DRAWING 6 THE SOLE PROPERTY OF BIO•MICR091C5 INC. ANY REPRODUG110N M PARE OR AS A A MlcroFAST®0.50 fee GTC 20 F4 t , O10 DESIGN AND INVENTION RK•,HIS ARE RESEW®.M THE DRAWN �moos I NOTES-. USE BY MASSACHUSETTS DEP PURSUANT TO TRANSMITTAL N0. X232831 DATE OF ISSUANCE DECEMBER 29 2 DANDLE wrnHouT THE wRTrrEN PERMISSION of ago-MIcRosKx W.a PaoHlet►®. BID-MICROBIC$©2011 �e��..�5�� INTEREST OF TECHNOLOGICAL ADVANCEMENT.ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE ® pF vzvzon t vaon eev. R�04 B EXPIRES DECIaIIBER 29, 2015. PLEASE REFER TO THIS CERTIFICATION FOR GENEIRAL USE FOR COMPLETE PBOMIT INFORMATION. ADDITIONAL SPECIFICATIONS FOR MICROFAST TREATMENT SYSTEMS OPERATION AND MAINTENANCE PART 1 _ GENERAL 1. THROUGHOUT ITS LIFE, THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE (O&M) AGREEMENT. NO O&M AGREEMENT SHALL BE FOR LESS PREPARED FOR . THAN ONE YEAR. 1 1.01 SCOPE CONTROL A B V1 V2 W 1 H D. coN oL PANEL . W Unit Size L1 L2 L3 W 2 3 U 2 NO .SYSTEM SHALL 8E US ED UNTIL AN Odell AGREEMENT IS SUBMITTED TO THE LOCAL APPROVING AUTHORITY WHICH: M I N MIN A. THE WORK OF THIS SECTION INCLUDES FURNISHING 1. THE UL APPROVED CONTROL PANEL SHALL BE MIN MIN MIN MIN PROVIDES FOR THE CONTRACTING of A PERSON OR FIRM COMPETENT IN PROVIDING SERVICES CONSISTENT WITH THE .SYSTEMS SPECIFICATIONS AND THE OPERATION AND MAINTENANCE REQUIREMENTS SPECIFIiD BY THE DESIGNER, THE GENERAL PERMIT THE DEPARTMENT AND THE LOCAL BOARD OF HEALTH; ALL LABOR. MATERIALS, TOOLS AND EQUIPMENT FURNISHED MATH AN AUDIO AND VISUAL ALARM, ON David C. BrItO r I 1 �5/ 15.125 16.375 - CONTAINS PROCEDURES FOR NOTIFICATION TO THE DEPARTMENT AND TO THE LOCAL BOARD & HEALTH WITHIN FIVE DAYS OF A SYSTEM FAILURE. NECESSARY TO FURNISH AND INSTALL A Bio-Microbics SEPARATE CIRCUITS, FOR TRIPPED CIRCUIT BREAKER 0.5 500 1000 3 7.1 In Sq 59.5 �4/ 29.75 3 .25 MALFUNCTION OR ALARM EVENT AND FOR CORRECTIVE MEASURES TO BE TAKEN IMMEDIATELY PROVIDES THE NAME OF AN OPERATOR, WHICH MUST BE A MASSACHUSETTS CERTIFIED &4RATOR AS REQUIRED BY 257 CMR 2.00 OF AN APPROPRIATE FACTORY BUILT. Micro-FAST NDA PPUT SYSTEMS WITH CONDITIONS, AN EXTERIOR ALARM SILENCE BUTTON, AND P.O. Box 1W5 " " " GRADE THAT WALL OPERATE AND MONITOR THE SYSTEM. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM AT LEAST EVERY THREE MONTHS AND ALL NECESSARY EQUIPMENT AND APPURTENANCES FOR AN ON/OFF/TEST POWER/ALARM TOGGLE SWITCH. 0.75 500 1000 3 7.1 m s 60 31.5 44.25 21 .5 16.375 EFFICIENT OPERATION AS SPECIFIED HEREIN AS SHOWN q ANYTIME THERE IS AN ALARM EVENT WITHIN THE NEMA 4X ENCLOSED FIBERGLASS PANEL OStervilie ILIA 02655 ON THE DRAWINGS. AS RECOMMENDED BY THE CIRCUIT BREAKERS AND CURRENT SENSORS SHALL BE 26.625 16.375 3. THE SAMPLING AND TESTING REQUIREMENTS SHALL FURTHER CONFORM TO THE REQUIREMENTS OF THE BARNSTABLE BOARD OF HEALTH. THE CONTRACT MANUFACTURER. AND AS IN ACCORDANCE WITH THE PROVIDED. A T 0.9 500 1000 3 7.1 m sq 59 �4\ 31 .25 54.5 DRY CONTACT SHALL BE INSTALLED IN SHALL INCLUDE SAMPLING/ANALYSES FOR TOTAL NITROGEN (TN). QUARTERLY, FOR TWO YEARS ON THE SYSTEM. DEP GENERAL USE PERMIT REQUIREMENTS. EACH CONTROL PANEL SO THAT A COMMON Micro-FAST . �. .� B. THE MANUFACTURER OF THE Micro-FAST SYSTEMALARM MAY BE WIRED TO A CONVENIENT LOCATION. 1 7 4 2 2 6.3 5 4. 9 6.6 5 AN YNTH THE COMPANY$ ANo1 O 4 9 In S 59 /54"\ 31 .2S S 5 4. THE OWNER of THE SYSTEM SHALL AT ALL TiMES HAVE THE SYSTEM PROPERLY OPERATED AND MAINTAINED IN ACCORD CE1 .0 500 00 qSHALL BE Bio-Microbics, Inc. THE DESIGNERS OPERATION AND MAINTENANCE REQUIREMENTS AND THE GENERAL PERMIT C. THE CONTRACTOR SHALL BE C RESPONSIBLE FOR E MAKING 1 .5 75.75 42.875 55.75 49 '27.625 6.25 PROVIDING AND INSTALLING ALL SYSTEM COMPONENTS 1 .S 750 2000 4 9 In S 83 1N OWNER OF THE SYSTEM SHALL PROVIDE A COPY OF THE GENERAL PERMIT PRIOR TO THE SIGNING OF A...PURCHASE AND SALE AGREEMENT TO A q 5. E ' PROPOSED NEW OWNER. INCLUDING ALL CONCRETE STRUCTURES. THE 1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL CONTRACTOR SHALL COORDINATE WITH Bio-Microbica HARING MEETING ALL LOCAL. STATE, AND FEDERAL WITHIN 1 DAYS OF TE. 7. THE OWNER SHALL FURNISH THE DEPARTMENT DEP) ANY INFORMATION THAT THE DEPARTMENT REQUESTS REGARDING THE SYSTEM, TH 2 D Inc. AS TO Micro-FAST TREATMENT SYSTEM THE DATE OF RECEIPT OF THAT REQUEST. � CODES. COMPONENTS PROVIDED BY Bio-Microbica Inc. IN THEIR • PRE-PACKAGED SYSTEMS. S 2. ALL Fl111N CONNECTIONS ETC. SHALL 8E Settling Zone MIN Liquid Capacity) It FITTINGS,A MIN Se viNc AUTHORITY AN-o P YJ 8. BY SEPTEMBER 3oTH of EACH YEAR THE:SYSTEM OWNER SHALL SUBMIT TO THE DEPARTMENT � AND THE LOCAL APPROVING 9 ( q BY THE SYSTEM A INSPECTION P RING THE-PREMOUS 12 MONTHS. WEATHERPROOF AND WATER TIGHT CONSTRUCTION. . CHECKLIST AND A TECHNOLOGY CHECLKIST. COMPLETED lEM OPERATOR FOR EACH I SPEC PERFORMED DURING 1.02 DESIGN CRITERIA GROUND MIN m r (MIN Liquid Capacity) ouND TERMINALS SHALL BE .PROVIDED. EACH GROUND B MIN FAST ®Cho be q P YJ IN T17RM AL SHALL BE OUTBID TO AN EARTH GROUND. N . V1 MIN Vent Diameter A. THE MATERIALS AND EQUIPMENT COVERED BY THIS V Ire MIN QU SPECIFICATION IN T T ARE (ENDED 0 BE STANDARD F. SPARE PARTS V2 MIN Vent grate open area (MI NJ. MATERIALS AND EQUIP MENT OF PROVEN ABILITY AS MANU FACTURED BY REPOT CONCERNS. Tank Length ABLE 1. A RECOMMENDED LIST OF SPARE PARTS SHALL BE F T Length and MIN a 1 A ®L S 9 EQUIPMENT SHALL 8E D CONSTRUCTED IN Qu DESIGNED AN CONS .DETAILED IN THE SITE SPECIFIC TECHNICAL MANUAL opening ACCORDANCE WITH THE BEST PRACTICE E C CE OF THE THAT DETAILS .THE INSTALLATION OPERATION do INDUSTRY AND SHALL BE INSTALLED IN ACCORDANCE MAINTENANCE PROCEDURES. edge FAST® Length fr om m e of liner to cen ter of WITH THE MANUFACTURER'S RECOMMENDATIONS AND L3 9 9 NOT USED THE CONTRACT DOCUMEN TS. G. SERVICES PROVIDED airline. flrne. B. THE Micro-FAST SYST EM SHALL BE DESIGNED BY Bio-Microbice Inc. T c O OPERATE UNDER THE DESIGN 1. Bio-Microbks Inc. OR AN APPROVED CRITERIA DETAILED IN LED SECTION 2.01 A . W 1 MIN MANUFACTURER S REPRESENTATIVE SHALL PROVIDE THE FAST®MIN Tank Width. ( ) 2-COMPARTMENT 3 PC TANK FOLLOWING SER VICES CES FOR EACH PROJECT. THE GENERAL 1,500 GALLON (H 2O) FAST TANK 1.03 PRODUCT HANDLING CONTRACTOR SHALL INSTALL THE Micro-FAST UNIT(S) W from e of finer to cen ter of AND ALL RELATED COMPONENTS. FAST® kith O edge A. ALL MATERIALS AND EQUIPMENT SHALL W 3 9 QU ALL BE SHIPPED, STORED. HANDLED AND INSTALLED IN SUCH A MANNER A. PROVIDE ONSITE TECHNICAL ASSISTANCE FOR THE i lin �0 a f e. AS NOT TO DEGRADE QUALITY, SERVICEABILITY OR QU U HANDLING AND POSITIONING OF THE Micro-FAST.UNIT(S) - T O DO NO SCALE APPEARANCE THE UNITS SHALL BE STORED .' t: ) THE DAY OF INSTALLATION. t Inside to - OUTDOORS IN A SECURED LOCATION ACCORDING Clearance from center of outlet o ,, o ccoRol G TO P B. RETURN TO THE SITE FOR TESTING AND/OR UNLESS NOTED / THE M H 1 MIN E MANUFACTURER'S RECOMMENDATIONS. DIMENSIONS t■n■I � COMMISSIONING OF THE Mkro-FAST UNIT(S)S UP ON (for feet install one TO of tank o ee ARE IN INCHES t - LOOSE-SHIPPED ITEMS SHALL BE STORED IN A � YJ 0' 0 CLEAN. SUBSTANTIAL COMPLETION OF SITE WORK BY THE ■■n (CENTIMETERS] I■craePra■EITEo DRY LOCATION W L ON FREE FROM PRECIPITATION AND EXCESS GENERAL CONTRACTOR AL CON CTOR BA PIPING ,G ELECTRI ;C RANGES AL.TOLE INLET (3 MOISTURE. J 021N IN •- .. t 0. / 49 N KNOCKOUTS GRADING, ETC. . Bio-Micxobica Inc....SHALL BE M M MA 0.5.1.5 FAST Units ) F- t 0.05 C C [ 1 Q. AVAILABLE TO TRAIN THE A INSTRUCT - 27 1.04 SUBMITTALS E OPERATOR(S)lOR(S) ANDMC 40 ALS WEIGHT b s� otrAw.+c THE OWNER ON Micro-FAST OPERATION THE I- �•OPER E DAY OF V m '<. ww "ATE Chart i., THE INFORMATION CONtAMED M THIS DRAwMG 6 THE SOLE PROPERTY OFBID-ANCROBI(S INC.ANr REPRODl1C'iION M PART OR As A A - - -'- - - ,_ - -- TESTING/COMMISSIONING. SSIONING. � A. THREE COMPLETE SETS OF SHOP DRAWINGS AND/OR h•- W PERM of BIO•MICROBICS INC.t5 PROH18iTED-DESIGN AND INVENTION RICaH1S ARE RESERVED.M THE I MI R BIG$®2011 DRAwN crc �/le/1006 (- � / ■� WHIZESTO TECHNOLOGICAL GICA IssCE BO- C O C. REMAIN ACCESSIBLE ■� y MTERFST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WRHOIIT NOTICE pF 1 , ■,,. ( ( 30 CIAMETER SITE SPECIFIC TECHNICAL MANUALS SHALL BE BLE TO THE OWNER AND/OR V Ic» vttnon aens®v vno t n+i�D I COVER I OPERATOR FOR PHONE CONSULTATION. SUBMITTED FOR ALL ITEMS TO BE FURNISHED BY w x: it D. BE AVAILABLE ON A CONTRACT BASIS FOR Bio-Mkrobka. SUBMITTALS SHALL INCLUDE ALL -> m ADDITIONAL SITE VISITS OR CONSULTATION. r+ - D EQUIPMENT AND COMPONENTS, CATALOGUE CUTS, p iG f MIRING DIAGRAMS CONTROL SCHEMATICS AN T■ FAST®Vent • I D ALL � s-z - . I I PART 3 EXECUTION . PERTINENT INSTALLATION OPERATION 1 ANo a � V Fasten with non Option s-2 -I . corrosive screws P I ( MAINTENANCE PROCEDURES TO.MAINTAIN EFFICIENT 3.01 INSTALLATION assembly , OPERATION.Minimum le extensione IY 7 Ar t 4 24 DIAMETER see note 8 OUTLET N MIN 7.1 in I I _ A. ALL MATERIALS AND DS Grate Soppy R PART 2 MATERIALS ALS EQUIPMENT SHALL 8E INSTALLED FAST®Vent covE I KNOCKOUT Line IN A NEAT WORKMANLIKE MANNER. SQofopensurface L -- - - - - - --- - - - - - - - - - --I �Option z P area Micro-FAST 0.5 TREATMENT B. INSTALLATION OF THE Micro-FAST TREATMENT SYSTEM �, SYSTEM 13 AN rn � O D ANCILLARY EQUIPMENT SUPPLIED BY Bio-Micxobics r o _ Inc. SHALL BE IN ACCORDANCE MA1H WRITTEN � PLAN VIEW A. GENERAL o � INS TRUCTIONS PROVIDED BY THE MANUFACTURER OR I- N to MIN 7.1 in t q _ o a DS Grate 4 IA 30 D z D APPROVED z W 2 screws 1. THE Micro-FAST TREATMENT SYSTEM SHALL BE VED REPRESENTATIVE -- SQ of open surface COVER COVER I m C. THE Mkxo-FAST AND ALL APPLICABLE TREATMENT , side DELIVERED COMPLETE FROM .THE SUPPLIER AND SHALL. L.J � area a InCkJded UNITS SUPPLED BY Bio-Mtcrobics Inc. SHALL BE o ,. I3 OUTLET INCLUDE ALL Micro-FAST TREATMENT SYSTEM 6 �> O COMP INSTALLED WITH SUFFICIENT BALLAST TO OFFSETCO KNOCKOUT COMPONENTS, SUCH AS VENTILATION FAN, ►- W BUOYANT FORCES E N a r DUE TO INDUCED OR HIGH 1 FASTEIDAsLTft ..,- .. •. .., RECIRCULATION PUMP($), INTERNAL PIPING. VNRING, � w , Riser • :. :..: - ,. •., .•.. - ,:: GROUNDWATER CONDITIONS. v>. .. CONTROLS. TREATMENT SYSTEM MEDIA. ETC. FOR n 5 .r 1 .. INSTALLATION INTO CONTRACTOR SUPPLIED CON w CONCRETE 8 DIAL - 3.02 CLEAN UP a � t 8 s/8 inn. Fasten with news TANKS, PROVIDING A COMPLETE OPE RATiONAL SYSTEM. fa21 1/8[053.5J min. corrosive screws INLET •' a N w Resew KNOCKOUT I _ _ r- A. PRIOR TO START-UP r 2 screws . U D FIELD-TESTING, ALL � j THE DESIGN CRITERIA ARE AS FOLLOWS. .J ao per side w FOREIGN MATiER SHALL BE REMOVED FROM THE GREASE .- (O Q included - \ Q •. SETTLED INFLUENT CHARACTERISTICS RE IR TRAP($). SEPTIC TANK($). PUMP STATION(S) AND QU ED 7-4" Mks A T - _ EFFLUENT o-F S UNITES). • 6 OPENING, .. 6 4 7- EN 3 . _ W m - 4 3 FLO GPD (SEE DESIGN.FLOW INFO HEREIN o a 4 9 ) o Gasket 4-6 3.03 FIELD TESTING N vI • BODS. MG/L p . CODDS MG 04 • /L 30 MG/L T Ar s A. THE Micro-FAST TREATMENT SYSTEM SHALL BE z 2-0 COD. MG/1. _ Soppy .. . FIELD TESTED USING CLEAN FRESH WRIER PRIOR TO s TSS MG 30 MG Une /t- /L ACCEPTANCE. THE SYSTEM SHALL BE OPERATED TO S H E E T T IT L E PH SU y ,. .. TEST THE EFFICIENCY OF ALL COMPONENTS. ALL • •-s .•. •. - . .. .. .: •. i .. ■ 0 04� 2'PVC AMMONIUM MG /1- SYSTEMS, CONTROLS, AND SEQUENCES SHALL BE FAS1W Air Left Coupler s Septic S stem Details Non-corrosive clamp TKN. MG/L ' OPERATED AND DEMONSTRATED AS OPERATING AS d NOTES OIL do GREASE, MG APPROVED. THE CONTRACTOR SHALL PERFORM ALL RE LEG EXTENSION TO THE FAST® UNIT 8Y PLACING 11M0 SCREWS ON EACH SIDE OF THE LEG EXTENSION every 2 feet n- p 1. SECURE NITRA MG TESTS AND SHALL BE RESPONSIBLE FOR ALL NECESSARY N (4 SCREWS PER FOOT ARE INCLUDED). CROSS SECTION VIEW NITRATE, IL and Notes o TOTAL NITROGEN, MG/L 19.0 MG ' TEMPORARY CONNECTIONS. TESTING EQUIPMENT AND � UTILITIES AND SHALL PROVIDE AND DISPOSE (IF N P PIPE NOT INCLUDED TO OBTAIN THE DESIRED HEIGHT. MINIMUM PIPE LENGTH OF 6 2. CUT 4 SCHD. 40 VC ( ) B. LEVELING PAD NECESSARY) OF ALL WATER USED. A FACTORY TRAINED N 1/8" REQUIRES A PIPE LENGTH OF 11 1 8 FOR HEIGHTS GREATER THEN 18", ORIGINAL LEG EXTENSION HEIGHT REQU E / REPRESENTATIVE SHALL BE PRESENT FOR THE TESTING. SHEET NO N G BEYOND 36 PVC PIPE NOT INCLUDED). CONSULT FACTORY FOR EXTENDING LE Alternate t Air Supply Option 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR USE SCHD. 80 ( ) AI e a e PP Y P SPECIFICATIONS PROVIDING A LEVELING PAD UPON WHICH TO SET EACH 3.04 PROHIBITIONS A THE SPm2 3. ANCHOR THE LEG EXTENSIONS TO THE TANK WITH NON CORROSIVE HARDWARE (NOT INCLUDED) T DO NOT SCALE • COMPONENT concrete Minimum Strengh: 5,000 P.S.I @ 28 days PROVIDED MOUNTING POINTS . . A. ORGANIC SOLVENTS, FUEL OILS. PAINTS AND UNLESS NOTED Steel ReinforcenIernt: AS-615-68,Grade 60 C. POWER SUPPLY THINNERS, PHOTOGRAPHIC FLUIDS, FLOOR WAXES AND DIMENSIONS • _ . 7 RED TO PREVENT VIBRATION INDUCED DAMAGE THE Design Loading. AASHTO H 20 Metes AS'IM Spec C122 STRIPPERS SOLUTIONS CONTAINING COPPER COMPOUNDS 4. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST BE SECURED ARE IN INCHES , DATE : Ol 17 12 _ Wei : 38 3601bs. CLEANING A AIR SUPPLY LINE SHOULD BE SECURED MATH A NON CORROSIVE CLAMP EVERY 2FT MINIMUM. [CENTIMETERS] gz- ■e■■r■II A T E e • i. THE TREATMENT UNIT SHALL HAVE A DEDICATED CI.EA GENTS CONTAINING QUATERNARY AMMONIUM bTOLERANCES POWER SUPPLY PER MANUFACTURER LOAD CHLORIDES AND PRODUCTS CONTAINING COMPO UNDS VENTS ARE PROVIDED BY OTHERS. t 0.02 IN/IN 5. TANK, ANCHORS, PIPING CONDUIT, BLOWER, HOUSING PAD AND Micro AST 0.50 FAST Unit REQUIREMENTS THAT ARE DOCUMENTED TO INHIBIT BIOLOGICAL GROWTH [t 0.05 CM/CM] SHOULD NOT BE DISCHARGED TO THE SEWAGE r WEIGHT b SIZEMAWNCMMlER TREATMENT SYSTEM. }.o MAW DATE -----------_-_.- ------.___._ _ - -------. � --- _:_ _ THE INFORMATION CONTAINED IN THIS DRAWMG IS THE SOLE PROPEIM OF BID-MICROBICS INC.ANY REPRODUCTION IN PART OR AS A A MkXoFAST9 0.50 Details ¢ WHOLE WITHOUT THE WRITTEN PERMISSION OF BID-MICROBICS INC.IS PRONUM.DESIGN AND INVENTION RIGHTS ARE RESERVED.IN THE BIO-MICROBICS©2011 DRAWN CMtvten"os SCALE : NONE zI INTEREST OF TECHNOLOGICAL ADVANCEMENT,ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WRHOU PF T NOTICE o NECKED ra01 i ttEv■®SrtaWt t ttEv. INF048 DRAWN/DESIGN B Y: SDM CHECKED B Y: UWE C, u - o„ 3Hm PRECAST 1600 GALLON FAST TANG 2 COIIIPARTMENT-3 PECE SEPTIC TANG (OR fQUAU - ✓a . . JOB NO. 2011-014 CADD FILE.. 2014-0140T.dwg 0 . q ENERAL N s G OTES . . • Q 2 DN, MM. BLOWER PIPING. AR SUPPLY PIPES MUST V AXTER NY PQ TOP OF • L '6 A T E FAST TAW FOR DRAlIAC.E. , i r BE PiTCHm TOWARDS THE a .. "1 TYPICAL 8Y8TEM PROFLE r. • FOUNDATION • TION FIRST 20FT. OF AIR SUPPLY �►''SEE PLAN F1�R LOCJI •. - 1. 7TE INTENT'OF IRIS PLAN IS 1D SNOW IIOIlI( T d PROPOSED A LOB EL 32.0 V THEN CPVC OR SCHEDULE sa r PIPE MUST BE GAL AtRZED. NOT o SCALE ENGINEERING & N01ES. y . ues AND ,.wrLH THE APPROPRIATE c;<, A Bo MAY BE USED �/�p{ IN • r.ITrSTALL ONE MSPECTION f. » _ _ _ LDCflS AREA IS COMPRISED OF . ,.� • `i W H E11ET1T5. 'L . ALL MATERIALS SHALL MEET 20 l0►AD/iG.. REQUIt �! `6'LEANERS. ACCORDANCE WITH es+r eo .r } r r'r r 2 CONTRACTOR TO SUPPLY ALL CONCRETE VALVES. PIPES AND APP ETC.` ii ASSESSORS MAP.. 207 PARCELS 138 t 13t1 6 PIPE, VENT PIPE MUST BE SURVEYING r DIA. VE?ITING MANUFACTURERS ; 4 4 2 Da. covers ,° , INSTALLATION. CO TO COORDINATE TANK FABRICATION WITH MMIUFACTURER. » AND PERFORM II15T CONTRACTOR . ? .i' a finish ARDS FAST TANK PITCHED TOWARDS THE j�fy/�' l0 TO GRADE. RECOMMENDATIONS 3. ALL RIMS TO BE SET EXISTING _ .. . _ 4 _ , APPUf,APR. MR. QAVD♦ Q ElPlfO r DRAINAGE SEE PLAN FOR LOCATION weM A! ,• F1M9ED t , :.. .. t P.O. 1(1INSIED GRADE . .. . BOX 005 BASEMENT INSPECTION PORT TO 3w BELOW • ., ,. .. 55. MA 02655 A TAM( r , , OS7EIMLE, 24 OM. OBSERVATION OVER • r • `:GRADEP4 r 22.34 � e Istere P FI�NSFIED GRADE d rofessfonaf n I FLOOR ,. . ... E neers e• a:AOE' , PORT' m GRADE 22Ot ADJUST oo� m eEtow € . 9 9 ,• t v E -� .r!r 1 .34 � ,,tl 22 � , 2OIMiwIG IEOIRN110N FM1fSHEo _ 5 ., _ carAOE and Land Surveyors r OVER , s a 1 ,BOX L .1 a ,20.4t � � i � . �f ZONING DISTRICT . RC-2 ! /py� FINISHED ���r,••a•�• _ r GRADE OM/Y OVER... �+�1s FAD ...•-• . ."s (�� 20. VENT 99- r 20 �!) .St -Y L1`e} Ir> e....•, • DYf7MAY D6'IIMCT. RFA>D MR LOT ARiR:871 •.... _ ! 1 . 7 No rth orth a Street 3rd Floor: f 2 LAYER DOUBLE WASHED STONE . � ,•� a 3 BiOOIFFUSER s r L TOP OF TANK 20.85 10 lf• 4 SCR. 40 P i s . a ,_ r FlRST r` of �, .. , 1 8 m 1 2 OR GEOTEXTILE � _ ,. _. 1 fro lsooeo oR E Hyannis, M� '.r� s Massachusetts 02601 o . . a�RRENr MIMM 2DNih Yo. PVC -,. Oven O 20% `F 310 1 247 FABRIC PER OAR 5. J m 3 IFACFIING CLAMBERS _r _. 2 , . MR LOf ARFA.� S.F.O CHAMBER TOP ELEV 17,99 , 1r, " yy b" r� Z_. J _ Pho ne one 10 w 508 771 75 02 W. OUT 18.46 4 SCH"40 PVC _ . .. ... � 6 SLNlP 4 9CH. �0 PVC � , l d l ' LOT FAOiIrJ16E 20• MIN V. OUT 18 0 �- Jr INV � 17.60 ,, , . , INN CFIIIAIBERR _ W. 17 70_ .. F I _ . , Fox 77 508 1 762 W. M 1 . 2 s 2 ._,.. � • i c FAST 0.5 / r _ . � � ) 4 40' W. N 17.88 15 LF SCH �, BO1: __ FROiR 11IRD INSERT . . RFAR 11YID 0' �p * / _ t P ww .b n.. � r axter .com PVC OS+�1.0lC MN. h 1" i r W SJ� I C z p s Q e J i i r .• SEE DETAIL SiEET FOR __ �C 41011 / 2.DOUBLE NKSIED A 1TR.E Sl71RCN iNS NOT B[DI POlfORlED FOR ills SiZE F. ,<. .. Ot7F111NiD W � � ,..I • � 1 ) • s �. ro BE iEiCESSARY A• _ •, � 1 r TRIP Sfi1RCH SHAM ff PEIPI'�ORIED 8Y OILERS F i AST SYSTEM DETAILS , FOOTING •. _U b , 4 r : . .. STAMP T s u f a a � i 1 LEVEL BOT. ELEV 6.35 STONE ar 1 s cRusFiED a i TIE /iiJ■M1N1' PROPERLY LINE SNON IS BASm dl 1 CIAMENT AYIIIAtfr.E Rf�ORD,Y -0F BOX DISTRNtJT10N ►� ro , n M !E _ � STONE BiISE _ q s , NRORrMnoN . . TO INSTALLED ON A STABLE BASE z , �.. oDNssnrc OF PLANS AND DEEDS a . BE LEVEL ABLE � . r _ . s__: ST P, E_ ti M • 0., iOPOfi1MIPi1Pi A10 DEI11lS SIiONN ON iIIS MIAs THEN iUMN 30L AB80RP'TION SY8TBri tSASI �. , i PLAN FROM GIS 4. • iMP. METlAiO RAGS NE)E LOCATED OfIlIIG A a SUIYEY PEAfOR1ED BY BNX1t7t MT ..� LEAC�t�10 FEl.D fTYPICALI , ... "'ti'L. olGltE»l+G a SIxIYE1NG oN 1. T 1 APRL 201 T'W SEPTIC ANC "� a 1600 ON 0-CONPARTiyENT � _. I eorroM of TANK-1 OALL ,, � • , • L _ IiT'$ ADJUSTED HIGH L co EL 13.52 NRTIf.FAST 0.5 INSERT TER 63 45 5 GROUNOwA TIE MERNO DEiaEAlION SHOMN iEREOMI Nl■PERFOfMED BY THIS BY FAST.TAM( OFFICE IOII SFiOREY 1500 GALLON H2O . _ O ■ � MxDONYD MIl1AID SCE)IRST ON APRII 2011. O 2 COMPARTMENT 3 PIECE TAW OR _El.. 11.3 M. � Fz EQUAL 5 E � T Locus a D00' S G TO BE INSTALLED ON A LEVEL STABLE BASE SEPTIC P S O N NAL E Y , TANK TO 8E INSPECTED t CLEIWED ANNUALL 4. OOIMNMTY PANEL, NIAI■ER 250001 00B F JU.Y 1992 2. fit TiE FLOOD 1011ANCE MY IMP � 43 DEFIES THS ARfi1 AS ZONEFL FINISHED GRADE .\ ENMRONMWAL CONSULTANT, coMPAcr D lax,. w VARIANt�S RE UESTED. Q co SITE B NOT IMLFIII AN AC.EC. AREAA OF CR11TG11. EHViRO�AEIITAL COMM). 4 1 1 2 � TOP OF C�FIAb1EIER _ 2 LAYER DOUBLE WASHED M N UBI.E WASHED STO N r . `: i PIPE INVERT STONE 1 8 TO 1 2 SIZE B MAiN AN ARDI OF[31MM1ED iIIBIAIT OF PER NFE31'MAP 1triM OF BIiRf61'ABLE B.OJL R�ITiOElS. RYE MMDIlFE OCIO■R t HABIDI 1 ww r 2001 'E51MN1ED 15 OF RYE MLDIEEr a0 3 8100EF11SfR QOOBD OR �� . I N IN ao D ST. LINE Q ' 34 >TO1-1/2- 15 FOR USE M11H W NEilAl06 ■ 1FE PROIEfr110N ACT REGUA110NS 10 CIR 10 N CFYM6ERS � � I- , E V WASHED EFFECTIVE DOUBLE AS ED FILE ,:. N AM11Y FlI011 A BOROER/t0 YEGEUIiED MG11lA10 N _ 1 D 310-1 ro AL1AI A SEPTIC 1AM(ro 36' STONE ; :. DEPTH SRE GOES NOT CONDIlI A CIRIFiED UEIMiAL FOOL PER NHESP MAP OCR>■R 1 2008 • 4 AMN m LEu aF'tar ro ALLoIr A SOl A890RPR011 SY51E11 ro[E A0. Y FROM A n WOW MOM POOLS' i ,_ CONSULTANT `BORDEANG VE:GEDIIED NEIIAiD N LIEU OF 100: ,: M 311E 6 MIRK A PRIOINY NOW PER WISP INP OLIOBER 1 2001I "TMMD m 4 19 4 26 28 26' 'NIBfGgS OF ifWE SF'E0E5'FOR SPECES 11l>ETt TiE INSSi1CIMLSE7IS Ei■WGERm 27 �Q� -SPf�E'S ACE. REL11AA110NS CIiI 10 ' PLAN` VIE1P NOT TO SCALE SITE 5 NOr MIRK A S11ILE AIMED 201E I GROUO IMgER RECiMR1,'E PROTEC110N - VENTAffit NOT TO SCALE PLASTIC LEACHING .CHAMBER DETAIL • ., SITE 6 MAiN A 201E OF OONfIPBI1110N ro SAL1wIlER ES11iYlE1S ADS-BIODIFFUSER 160OBD ORE AL QU PREPA RED FO R : LAYUP LENGTH 76 PER UNITfYr OF ROROBINs YERkLAIEI)MER/YO OOfEfIIED LND9t DA-110S4. RDI I>E/!ES ON DULY 1 2014. t�ONMUt:,Ti N N 0 OTES David C. Bpi a C to 1.ALL SYSTEM OOIPOiEI118 MU BE INSPILLED N AICORDW iITIN TITLE V OF TiE P.O. Box xi DATED 1 O o 005 SOiE sAllDvlr 000E a APRL 2 As AMBIjfD nfR011al Ti1E DATE OF nIs 100 BUF FER ZO NE E . 2ooa t ANY LOCAL RUES a REIXAA110NS APPt1GIBLE • PLAK IN NER RI PARIAN)IAN Ostenri a MA 02655 , ( 2 ANY CiMIEE 1n TiIS PI/W IRbT BE APPROVED N MII11l16 BY lff!]tGIEDt MUM PFOIIMNi10N MIST NOT BE CiN W WMIT WFIEN PRIOR BY AFM'ROMY. STEP MEASURE DEPTH TO WATER TABLE TO RAREST 1 0 FT. .. EL 7. OBS QM! TIE EMGNEFJt _ DATE- 8 0 1 1 M 3 MiE11001151RIK.1101t B PRIOR ro NogtIFY THE BUAiiD Of JD/Y OOIAEIEDI, BICIffI,I/R, TH I STEP 2 WATER MAP AND H91L AGENT AND(]IGMEDi FOR NSPEC1ptL . C� _ USING TER LEVEL RANGE ZONE AND INDEX iIELL LOCALE SITE �,/A, 07 ('A EL 05 C DETERMINE E 4.ALL SANILMIY OISP06A1.S1STE11 PIPING 4 N ro BE 9almuE 40 PIA; IRIfSS N O Z w oIitl�alRSE NOTED HD1EN.t� ML 29 v H R A A H MA ftfT7 e C D RC � � 00 MAP` PAR 0 01 A� 208 PARCEL 85 0 APPROPRIA 2 P lE NrDDI WELL Ri OVT�R N F S E>Ei1MilE IMSUDiB1E YAIFJiIIL AS ro TIE 1r iIaIMZDIr' FOR A HOMZ RIAN A TRUST .................... ...... , NOIED� , B D CEY T U5 _., .. .• , , WATER LEVEL RANGE ZONE OF ® asnwcE s s1IaROfNONG THE LFAdNC NO MILH REPLACE d�iw sAnD PER 310 CUR 15.256 ro THE TOP flEVA110N OF TIE SAS 7D � 3.88 , 1 3 0 E 1 1 0 0 8 6 0 N 2 8 ,. M. NSUAIE ALL PIPES AQMIST Films AS 2 REf11>rPED NFEiI LESS SW 3t OF COVER 37 Y w STEP 3 USING MON1M. REPORT Cf1RRENT WATER RE90URf� CONOI110NS' OEIERMNIE 2 1 8.32 1 0 E .8 8 CURRENT TL 29 8 g DEP TO WATER LEVEL FOR INDEX WELL "7 M ON 7.Z 3 THE SEPTIC S1r5101 DESIGN 00 I1' NCLULE 6ARBA6E CRiOER DISPOSALS, QGE�.IIIQT Al-1 d WE OONIRICTOR SNY1 CONDICT DR SAFE 1-�-•DiG- NO 0 USING TABLE OF WATER LEVEL ADJUSTMENTS FOR INDEX !7lII>�t STEP 4 MiE11 STEP 2A 5 3 ( ) LiIUTY o ooIFFIYEx ro LOCATE ALL E>QSIIIG Ai Lt71Sf 72 HOURS BEIOff nE, 3 u1LRESr 7 .. . E DEPTH wA CURRENT TO TER LEVEL FOR IF1DDf MELT. STEP 3 AM WATER LEVEL sIANr of CONSTRUC'ROtL THE CONtRACTdt SIMtt DE1EIfIlIE THE txAcr ft001 rt o, noK BOTH IIOIM2ONrxLY Af0 2 YER'ROAIJ.Y of ALL DQSTNG tmmEs eElaoRE sDrTr`ZONE STEP 38 OETETtM)NE WATER t EL 4 TIE of LEVEL ADrRJSTME7r ..... ........... .. .......... . ....:. .. .:. ANY MDlsc. TIE I:OCAl10N of E10STN6 IR�DEAffI101R0 UIi11FS ARE. N a SitOMN AN x APPROlaN1E MAY ONLY YAY NOT�WiED TO 9 . 7 TH06E SHOMN HEREOiI AND HAYS NOT BEEN Y s � 1Fi w I+DEPEIIfO•o111t vETlFfau BY THE oMNER OR R5 Ii1TNE THE STEP ESTIMATE DEPTH Tti7 INGN WATER BY SUBTRACTING 1FE WATER LEVEL ADJl151MENT CWRAC10R AMES ro BE FU.LY RESPOIISNE FOR ANY AND ALL DAIMGES MNdF 6 W Al 2 4 I sIEP FROM MEASURED DEPTH ,n WATER LEVEL A7 SITE STEP 1 EL iL ..:.... Ilcllr BE 000�sloNEn eY TIE ooN►RiciDtrs FAIUAIE ro tOOATE ilE urlLrtleS EXACRr. 20 7 P EL 1 8 F EIENITION NIORIN1pN OFFERS FROM FUW 1FE COMM SNYl �RC IEORIM110If, LQT 2 NOiFY.TIE ELIGIEDt YEDMIELY FOR POSSIBLE REDESIGN.AT IRIJiI• 1 421.g SQ. F1 , 5.0 VERFY N FIELD THE 1A0A110N NYtRIS OF 5' MIN. TO BOTTOM OF TELEPiIOtE t t>N 0.33 ACRES SYSTEM t1ECTTOG, r� o AID REIACAIE F OOfELIC1l1G MLRI PROPi06ED NYERIS PER TIE QN;NEDtS DRETTIpiL PROPOSED BOTTOM OF SYSTEM EL' 16.3 • a� TIE OONIRAL`10R SWILL_.. PRESERVE ALL UIRtRGR0UD0 URILET AS I ___ REXTIARFD cr N W _ o � MAP 207 PARCEL 139 T TO . F Al 3 AL U+ fL 11E PROPOSm I11U1Y OON�1bM15 SHOMN HE1fEON ARE 9CIEIitRC,' FTNiL IAKNlr w LOT 3 co _ SNYl BE AS OE1FA1/ED BY AT o THE APPROPRIIIE URRY CO~ . 4 FT.'t 17 623 9 SQ i �L 2� rn 0.40 ACRES f END OF WILLL t 80L LOW P' 986 DATE !ff cc I 1S„ ti/10 wAl Q F A 5 o cn � BARNSTABLE a a . Lu 9 N SOIL EVALUATOR: 1 BOARD OF HEALTH AGENT. .51 Al1 4 F A cp J Al-6 WI N P.E.RETAMING 1 N AIR PIPIN STEVE LSO DON DESAAARAIS - I- z1 2 I f) � i W w _ AOS BI 1 P OD FFUSER 16` AIR SUPPLY PIE OOBD ORE EQU AL) TEST PR 1 TEST PR ( ) w 2 F- w T. EL 3s T MUS ED BE`-P1:TCN LA P m i YU LENGTH 76 PER UNIT .- G.S.E. 16.1 G.S.E. 1 TOWARDS FAST.: 6.2 I TANK FOR;< WF Al 7 DRAINAGE " A SAND-Flu. w ASPFIALT _ A. .SAND w W DA 11054 FlLL. ASPHALT O r CHUNKS CHUNKS A LEACI�K3 REA REQUlF�E�ENT PROPOSED 3 f a4 PR OSED a O y.. BL011VER MIN. VENT. VENT WF 1 1 " C 1 A 2 a of T I$ PE US BE WF Al 11 M N A a POWER SUPPLY RROGEN;LOADING LN►iff TiON. 440 GPD X 32 044 SF 40 000 352 GPD B 1OYR 4 2 LOAAMY SAND B tOYR / Pifi TOWARDS 5 3 LOMIMY SAND a � v IN CHED / / RESIDENTIAL- 2 BEDROOMS DE E Q r FAST' TANK FOR YV F A 8 W 1. 32 S � F Al 13 T��1 0 A�Ii IN T LOC ON r CAB \\ x' DRAINAGE 110 GPD x pp OECD) ?2 32 32 f .0 E TOTAL DESK�VV ROW 220 GPO � I 30 10YR 4 D C 5 MED. SAND C 10YR 5 6 MED. SAND GRIN T 1 2 GARBAGE DER NO MICLUDED NIA z PROPOSED 0 a M O I , 132 132 a WF Al 10 5 M PERC WITS _< IN. RV(3•I CUSS 1 _ RETAINING 20i o N 0 r N 3 t O H` a TAR 0.74 F:WALL L GPD S x TP 2 ►- i T.O.W. 36 . z _ o a EL o -14 z _WF Al w _ ' MIN. LFa1CHING AREA OF SA RE 0 W S. OUIRED: TP 4 2 F Al 1 5 Z m 4 _ 220 GPD 0.7 GPD _S F. 298 S.F.SFMIN. . o 0 N Q U PROPOSED lcl _PROPOSED SYSTEM. H O m ' NG W J w RETARVI 2 _ Q 3 ADS BIODIFUSSERS 1 600BD LEACH NG w w 0 CHAMBER UN �. 0 Ti1PE7i-T 6 w w --i W 1- cn cn -l��. o► t w F A 17 7 2� 1� _ WITH 2.6 OF STONE SI 4 1 ON OF STONE AT ENDS 3.7 STONE BASE .o WATER At 108 ELEV 7.1 �, o 0 5 / ) 5 10 .5 w o w 0 SIDEWALL'AREA. 27 + 8 _ a 0 2 x 1.25 .DEPTH 87.5 F 4 7 9 WF Al 16 S MIN. �� •o- , N,, W _ N W ;J _ N BOTTOM /91�CA. r- _ 7 x8 � 2� 16 S F r .- P 3 1 b , m 7 5 U 5 2 J � F- M U S 7 V! _ 00 M c0 TOTAL EFFEC HI a THE LEAC NG, AREA N s 303.5 SF a ----,r-'� TEST PR 3 TEST PIT 4 1 2 0. h 4 0 2 5 0. M n 5 , r �' r SYSTEM IVI� CAPACITY .03. F rROF�` , _ 5 S x 0.74 GPD SF 224.E GPD CONIVECT 1 W _ w hR 19. TbDOS2 M w 1ER 3 a N - TAPER TO BREA OUT m A 10YR 3 4 LOAMY SAND A 10YR 3 2 LOAMY SAND 220 x 200x 44O GALLONS 0 o a EL 19.0 AT .' / / EL 1 .99 . . OF WALL o r USE`1500 GALLON SEPTIC TANK N N r" C"Ua�r Z ' 'V nA / �1 B 10YR 3 6 LOAMY SAND B 10YR 5 6 LOAMY SAND / / SHEET TITLE ^` E ._ w 18 18 e c t Design s em PI-.� p System an . , C. 10YR 5 4 MED. SAND C. tOYR 6 6 MI D. SAND HMARK. 132 132 r MAG 'NAIL SET EL 5.84 : SHEET NO WF A2-g F rspol f PERC O 54 PERC O 66 a a < MIN RA IN�\ ' RATE 2 RATE- <2 M • DATE : 12 16 2011 CUSS I SOIL CLASS l SOIL 0 0 0 0 l WF A2-i f I CfRIFY 11�AT ON I WE PASSED iFE SDI. t11YMWT01R t7GY1■�N110N APPROVED BY 1}E SCALE IN FEET AND THAT THE DEhARTMELvr OF AL PR01ED'TpN ABOVE ANALYSES iws PERFORIED BY ME SCALE . =.- N t 1 20 OOIIStSLENr NiLiI O�t3tLiSE AND EXP'ERENCE OESCI�'D 3 0 CMR 15.017 '. REQUMtEO TRMo1C. WF A2-4 DRAWN/DESIGN BY: CHECKED BY: I SiG'MIIURE ON7E /�� MTM MINE OB N0: ADD FILE:J C 2011-014 2011-014-SP.dwq --------------- 81MOCATONS FOR MIGROFAST 0.50 WASTEWATER TREATMENT SYSTEM 1. GENERAL BARTER NYE V, NOTES THE CONTRACTOR SHALL FURNISH AND INSTALL (1) MICROFAST 0.50 TREATMENT SYSTEM AS MANUFACTURED BY BIO-MICROBICS, INC. THE TREATMENT SYSTEM SHALL BE COMPLETE WITH ALL NEEDED EQUIPMENT AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 1. BLOWER PIPING TO FAST @ MAY NOT EXCEED 100 FT TOTAL LENGTH AND USE LI MIN A MAXIMUM OF 4 ELBOWS IN THE PIPING SYSTEM (0 10OFT). FOR DISTANCES THE PRINCIPAL ITEMS OF EQUIPMENT SHALL INCLUDE FAST SYSTEM INSERT, LEG EXTENSIONS, OR LID. SLOWER ASSEMBLY, BLOWER CONTROLS AND ALARMS. ALL OTHER ITEMS WILL BE PROVIDED BY OTHERS. THE MICROFAST 0.50 UNIT SHALL BE SITUATED WITHIN A 1000 ENGINEERING & GREATER THAN 100 FT CONSULT FACTORY. BLOWER MUST BE LOCATED ABOVE MINIMUM COMPARTMENT OR TANK AS SHOWN ON THE PLANS, SUGGESTED MAXIMUM SETTLING ZONE IS (1) X THE DAILY FLOW. TANK(S) MUST PROVIDE ADEQUATE PUMP OUT ACCESS AND CONFORM TO LOCAL, STATE, AND ALL OTHER APPLICABLE CODES. THE CONTRACTOR FLOOD LEVELS ON A CONCRETE BASE 240 X 180 X 2% MIN. SHALL PROVIDE COORDINATION BETWEEN THE FAST SYSTEM AND TANK SUPPLIER WITH REGARD TO FABRICATION OF THE TANK, INSTALLATION OF THE FAST UNIT AND DELIVERY TO THE JOB SITE. SURVEYING A Galion 2. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID 2. OPERATING CONDITIONS 0 T I W3 Setting 0 INFILTRATION. CAP WITH A VENT GRATE WITH AT LEAST 7.1 SQ. IN. OPEN THE MICROFAST 0.50 TREATMENT SYSTEM SHALL BE CAPABLE�OF TREATING THE WASTEWATER PRODUCED BY TYPICAL FAMILY ACTIVITIES (BATH. LAUNDRY, KITCHEN, ETC.) RANGING FROM (1) ONE TO (8) EIGHT PEOPLE AND NOT TO EXCEED 500 US GALLONS PER DAY. Zone CM WI MIN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS (SEE DETAIL BELOW). OR 3. MEDIA Registered Professional Engineers z THE FAST MEDIA SHALL BE MANUFACTURED OF RIGID PVC, POLYETHYLENE. OR POLYPROPYLENE AND IT SHALL BE SUPPORTED BY THE POLYETHYLENE INSERT. THE MEDIA SHALL BE FIXED IN POSITION AND CONTAIN NO MOVING OR WEARING PARTS AND SHALL NOT CORRODE. See Note 6 Setting Zone RUN VENT TO DESIRED LOCATION AND COVER OPENING WITH A VENT GRATE WITH THE MEDIA SHALL BE DESIGNED AND INSTALLED TO ENSURE THAT SLOUGHED SOLIDS DESCEND THROUGH THE MEDIA TO THE BOTTOM OF THE SEPTIC TANK. and Land Surveyors 014*min. AT LEAST 7.1 SO. IN. OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS. VENT PIPING MUST NOT ALLOW EXCESS MOISTURE BUILD UP OR BACK 4. BLOWER PRESSURE., THE MICROFAST 0.50 UNIT SHALL COME EQUIPPED WITH A REGENERATIVE TYPE BLOWER CAPABLE OF DELIVERING 17-25 CFM [31-46 M3/1HRj THE BLOWER ASSEMBLY SHALL INCLUDE AN INLET FILTER WITH METAL FILTER ELEMENT. 78 North Street 3rd Floor Aj=w4 Electrical condLAt from 3. ALL APPURTENANCES TO FAST® (E.G. TANK PUMP OUTS, ETC.) MUST Hyannis, Massachusetts 02601 blower control system to CONFORM TO ALL APPLICABLE COUNTRY, STATE. PROVINCE, AND LOCAL 5. REMOTE MOUNTED BLOWER 7:7 blower/lDlower housing. PLUMBING AND ELECTRICAL CODES. SLOWER CONTROL SYSTEM BY THE SLOWER SHALL BE MOUNTED UP TO 100 FEET AWAY AND USE A MAXIMUM OF 4 ELBOWS FROM THE MICROFAST UNIT ON A CONTRACTOR SUPPLIED CONCRETE BASE. THE BLOWER MUST NOT SET IN STANDING WATER AND ITS ELEVATION MUST BE HIGHER THAN THE See notes 1,3.&6 Inspection/PUMP BID-MICROBICS, INC. NORMAL FLOOD LEVEL A TWO-PIECE, RECTANGULAR HOUSING SHALL BE PROVIDED. THE DISCHARGE AIR LINE FROM THE SLOWER TO THE MICROFAST SYSTEM SHALL, BE PROVIDED AND INSTALLED BY THE CONTRACTOR. out Poris Phone - (508) 771-7502 Bloww hotning.See see note 3.5.&6 4. EITHER THE INFLUENT PIPE TEE SHALL BE FITTED WITH A PIPE CAP OR THE -All*nting and Plan for location VI & 112 venting ffitat use BAFFLE SEPARATING THE TWO ZONES SHALL BE EXTENDED ALL THE WAY TO THE 6. ELECTRICAL Fax - (508) 771-7622 M THE ELECTRICAL SOURCE SHOULD BE WITHIN 150 FEET OF THE SLOWER CONSULT LOCAL CODES FOR LONGER WIRING DISTANCES. ALL WIRING MUST CONFORM TO ALL APPLICABLE CODES(IEC, NEC, ETC.). WIRING DISTANCES MUST PREVENT SIGNIFICANT VOLTAGE LOSS. INPUT SHALL BE AT LEAST 3" HIGHER THAN THE WATER LEVEL AS SHOWN ON THE I SHALL BE SUPPLIED BY CONTRACTOR. vent p& Water tight go*eh TOP OF THE TANK. IF CHOOSING TO USE THE PIPE CAP. THEN THE BAFFLE www.baxter-nye.com Note 2&67See POWER ON 60HZ ELECTRICAL SYSTEM IS 110/220 VAC, SINGLE PHASE, 2.8/1.4 AMPS. INPUT POWER ON 50HZ ELECTRICAL SYSTEMS 127/230 VAC, SINGLE PHASE 0.352 KW/HR. ALL CONDUIT AND WIRING plan for RWied grode DRAWING. location 5. ALL INSPECTION, VIEWING AND PUMP OUT PORTS MUST BE SECURED TO 7. CONTROLS 4*0 PVC wl FASM PREVENT ACCIDENTAL OR UNAUTHORIZED ACCESS. THE CONTROL PANEL PROVIDES POWER TO THE BLOWER WITH AN ALARM SYSTEM CONSISTING OF A VISUAL AND AUDIBLE ALARM CAPABLE OF SIGNALING BLOWER CIRCUIT FAILURE AND HIGH WATER CONDITI�S- THE CONTROL PANEL IS EQUIPPED WITH SFIR (SEQUENCING S T A M P S T A M P treated effluent see FIXED REACTOR) TIMED CONTROL FEATURE. A MANUAL SILENCE BUTTON IS INCLUDED. 6. TANK, ANCHORS, PIPING, CONDUIT, SLOWER HOUSING PAD AND VENTS ARE A riots 9 OF _j PROVIDED BY OTHERS. 8. INSTALLATION AND OPERATING INSTRUCTIONS OPERATIONS MANUALS "d M ALL WORK, INSTALLATION AND CONNECTIONS OF THE MICROFAST 0.50 SHALL BE DONE IN ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND REGULATIONS. El i E Influent - 7. ALL PIPING AND ANCILLARY EQUIPMENT INSTALLED AFTER FAST MUST NOT SHALL BE FURNISHED, WHICH WILL INCLUDE A DESCRIPTION OF INSTALLATION, OPERATION, AND SYSTEM MAINTENANCE PROCEDURES. STEM waste IMPEDE OR RESTRICT FREE FLOW OF EFFLUENT. Z�tT MI7NBkbwer 'if N PO-19 8. THE AIR SUPPLY LINE INTO THE FAST 0 UNIT MUST BE SECURED TO 9. FLOW AND DOSING C; ;L VIL 7 7 7 7 7 7-7-1 r 7 PREVENT VIBRATION INDUCED DAMAGE. THE AIR SUPPLY LINE SHOULD BE FAST SYSTEMS HAVE BEEN SUCCESSFULLY DESIGNED, TESTED AND CERTIFIED RECEIVING GRAVITY, DEMAND-BASED INFLUENT FLOW. WHEN INFLUENT FLOW IS CONTROLLED BY PUMP OR OTHER MEANS TO HELP WITH HIGHLY VARIABLE FLOW CONDITIONS, THEN MULTIPLE DOSING _G 6345 3'MIN 3"HI M MIN SECURED WITH A NON-COIRROSIVE CLAMP EVERY 2' MIN. SEE ALTERNATE AIR EVENTS SHOULD BE USED TO HELP ENSURE EVEN FLOW. See note 4tWo SUPPLY OPTION ON DETAIL BELOW T F_ -1, ON AL 9. MIN. HEIGHT MAY BE REDUCED, CONSULT FACTORY AND REFERENCE -SHORT- 11O.WARRANTY 0 7 FAST-MODULE-PROCEDURE.PDr. B10-MICROBICS, INC. WARRANTS ALL NEW RESIDENTIAL FAST MODELS (MICROFAST 0.50, 0.75, 0.90, AND 1.5) AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF TWO YEARS AFTER INSTALLATION OR THREE YEARS FROM DATE OF SHIPMENT WHICH EVER U Settling Treatment OCCURS FIRST, SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS, (ALL OTHER FAST SYSTEM MODELS ARE WARRANTED FOR A PERIOD OF ONE YEAR AFTER INSTALLATION OR EIGHTEEN MONTHS FROM DATE OF SHIPMENT, WHICHEVER OCCURS FIRST, SUBJECT TO THE Zoe ISIMIN Zone -IC 0 10. SEE CHART BELOW FOR REQUIRED DIMENSIONS. FOLLOWING TERMS AND CONDITIONS): DURING THE WARRANTY PERIOD, IF ANY PART IS DEFECTIVE OR FAILS TO PERFORM AS SPECIFIED WHEN OPERATING AT DESIGN CONDITIONS, AND IF THE EQUIPMENT HAS BEEN INSTALLED AND IS BEING OPERATED AND MAINTAINED IN FAST treated ACCORDANCE WITH THE WRITTEN INSTRUCTIONS PROVIDED BY 610-MICROBICS, INC., BID-MICROBICS. INC. WILL REPAIR OR REPLACE AT ITS DISCRETION SUCH DEFECTIVE PARTS FREE OF CHARGE. DEFECTIVE PARTS MUST BE RETURNED BY OWNER TO B10-MICROBICS, INC. CONSULTANT 41 114'ffin.effluent see note 7 FACTORY POSTAGE PAID. IF SO REQUESTED. THE COST OF LABOR AND ALL OTHER EXPENSES RESULTING FROM REPLACEMENT OF THE DEFECTIVE PARTS AND FROM INSTALLATION OF PARTS FURNISHED UNDER THIS WARRANTY AND REGULAR MAINTENANCE ITEMS SUCH AS FILTERS OR BULBS SHALL BE BORNE BY THE OWNER. THIS WARRANTY DOES NOT COVER GENERAL SYSTEM MISUSE, AERATOR COMPONENTS WHICH HAVE BEEN DAMAGED BY FLOODING OR ANY COMPONENTS THAT HAVE BEEN DISASSEMBLED BY UNAUTHORIZED PERSONS, DO NOT SCALE IMPROPERLY INSTALLED OR DAMAGED DUE TO ALTERED OR IMPROPER WIRING OR OVERLOAD PROTECTION. THIS WARRANTY APPLIES ONLY TO THE TREATMENT PLANT AND DOES NOT INCLUDE ANY OF THE STRUCTURE WIRING, PLUMBING, DRAINAGE, SEPTIC TANK OR DISPOSAL 24"MIN A UNLESS NOTED I SYSTEM. BID-MICROBICS. INC. RESERVES THE RIGHT TO REVISE, CHANGE OR MODIFY THE CONSTRUCTION AND/OR DESIGN OF THE FAST SYSTEM, OR ANY COMPONENT PART OR PARTS THEREOF, WITHOUT INCURRING ANY OBLIGATION TO MAKE SUCH CHANGES OR MODIFICATIONS IL­ I I I DIMENSIONS IN PRESENT EQUIPMENT. BID-MICROBICS. INC. IS NOT RESPONSIBLE FOR CONSEQUENTIAL OR INCIDENTAL DAMAGES OF ANY NATURE RESULTING FROM SUCH THINGS AS, BUT NOT LIMITED TO, DEFECT IN DESIGN, MATEMAi, OR WORKMANSHIP. OR DELAYS IN DELIVERY. See note 3 ARE IN INCHES REPLACEMENTS OR REPAIRS. CONSULTANT 6118 TMECEMS ) 0.02 IN/IN THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. B10-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER 10"Seenol,94 Length Swee 0.05 CM1CMj MicrOFAST 0.50 FAST Unit WARRANTY OR TO ASSUME FOR 810-MICROBICS, INC.. ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. CONTACT YOUR LOCAL DISTRIBUTOR FOR PARTS AND SERVICE. Details below, WEIGHT b su DRAWING HUNGS! THE IN�IATION CONTAINED IN THIS DRAWING 5 THE SOLE PROPERTY OF BID-MICROBICS INC.ANY REPRODUCTION IN PART OR AS A :��T DATE A MicroFASTO 0.50 with feet SHEET M1 AX5 QUO U91EL WHOLE WTTHOW THE WWFEN PERMISSION OF 810,��INC.IS PROHMED.DESIGN AND INVENTION RIGHTS AM RESEIMED.IN THE BIO-MICROBICS 0 2011 mAwN 1121 20F4 1. Sysam APPROVED FOR GENERAL USE BY MASSACHUSETTS DEP PURSUANT TO TRANSMITTAL NO. X232831 DATE OF ISSUANCE.• DECEMBER 29, 2010. INTEREST OF TECHM)LOGICALAMANCBOU ALL PRODUCTS AM SIMACT TO DESIGN AND Olt MATE CHAWA WITHOIA NOFICE. CHECKEID I mv. "448 EXPIRES DECEMBER 29. 2015. PLEASE REFER TO THIS CERTIFICATION FOR GENERAL USE FOR COMPLETE ONMIT INFORMATION. ADDffK)M SPEOMATM FOR M_K=FAST TREATMENT SYSTEMS OPERATION AND MAINTENANCF! PART 1 - GENERAL 1. THROUGHOUT ITS LIFE. THE SYSTEM SHALL BE UNDER AN OPERATION AND MAINTENANCE (O&M) AGREEMENT. NO O&M AGREEMENT SHALL BE FOR LESS PREPARED FOR : Unit Size A B V1 V2 Li W1 W2 W3 H1 THAN ONE YTM. 1.01 SCOPE D. CONTROL PANEL 2. NO SYSTEM SHALL BE USED UNTIL AN O&M AGREEMENT IS SUBMITTED TO THE LOCAL APPROVING AUTHORITY WHICH: MIN MIN MIN MIN '2 '3 MIN MIN - PROVIDES FOR THE CONTRAC71NG OF A PERSON OR FIRM COMPETENT IN PROVIDING SERVICES CONSISTENT WITH THE SYSTEM'S SPECIFICATI�S AND THE A. THE WORK OF THIS SECTION INCLUDES FURNISHING 1. THE UL APPROVED CONTROL PANEL SHALL BE OPERATION AND MAINTENANCE REQUIREMENTS SPECIFIED BY THE DESIGNER. THE GENERAL PERMIT THE DEPARTMENT AND THE LOCAL BOARD OF HEALTH; ALL LABOR, MATERIALS. TOOLS AND EQUIPMENT FURNISHED WITH AN AUDIO AND VISUAL ALARM, ON David Cr Brito 0.5 500 1000 3" 7.1 in sq 59.5" �4/ 29.75" 31.25" �51 15.125" 16.375" CONTAINS PROCEDURES FOR NOTIFICATION TO THE DEPARTMENT AND M THE LOCAL BOARD W HEALTH WITHIN FIVE DAYS OF A SYSTEM FAILURE, NECESSARY TO FURNISH AND INSTALL A Bio-Microbics SEPARATE CIRCUITS, FOR TRIPPED CIRCUIT BREAKER MALFUNCTION OR ALARM EVENT AND FOR CORRECTIVE MEASURES TO BE TAKEN IMMEDIATELY- FACTORY BUILT, Micro-FAST TREATMENT SYSTEMS WITH CONDITIONS, AN EXTERIOR ALARM SILENCE BUTTON, AND P.O. Box 1005 PROVIDES THE NAME OF AN OPERATOR. WHICH MUST BE A MASSACHUSETTS CERTIFIED OPERATOR AS REQUIRED BY 257 CMIR 2.00 OF AN APPROPRIATE ALL NECESSARY EQUIPMENT AND APPURTENANCES FOR AN ON/OFF/TEST POWER/ALARM TOGGLE SWITCH. 0.75 500 1000 3" 7.1 in sq 60" 5y" 31 .5" 44-25" 21 .5 16.375" GRADE THAT WILL OPERATE AND MONITOR THE SYSTEM. THE OPERATOR MUST OPERATE AND MAINTAIN THE SYSTEM AT LEAST EVERY THREE MONTHS AND ANYTIME THERE IS AN ALARM EVENT. EFFICIENT OPERATION AS SPECIFIED HEREIN. AS SHOWN WITHIN THE NEMA 4X ENCLOSED FIBERGLASS PANEL Osterville, MA 0260 ON THE DRAWINGS, AS RECOMMENDED BY THE CIRCUIT BREAKERS AND CURRENT SENSORS SHALL BE 0.9 500 1000 3' 7.1 in sq 59" �4\ 31 .25" 54.5" 26.625 16.375" 3. THE SAMPLING AND TESTING REQUIREMENTS SHALL FURTHER CONFORM TO THE REQUIREMENTS OF THE BARNSTABLE BOARD OF, HEALTH. THE CONTRACT MANUFACTURER, AND AS IN ACCORDANCE WITH THE PROVIDED. A DRY CONTACT SHALL BE INSTALLED IN SHALL INCLUDE SAMPLING/ANALYSES FOR TOTAL NITROGEN (TN), QUARTERLY, FOR TWO YEARS ON THE SYSTEM. DEP GENERAL USE PERMIT REQUIREMENTS. EACH CONTROL PANEL SO THAT A COMMON Micro-FAST B. THE MANUFACTURER OF THE Micro-FAST SYSTEM ALARM MAY BE WIRED TO A CONVENIENT LOCATION. 1 .0 500 1000 4!' 9 in sq 59" /54"\ 31 .25" 54.5" /49"� 26.625 16.375" 4. THE OWNER OF THE SYSTEM SHALL AT ALL. TIMES HAVE THE SYSTEM PROPERLY OPERATED AND MAINTAINED IN ACCORDANCE WITH THE COMPANY'S AND SHALL BE Bio-Microbim Inc. THE DESIGNER'S OPERATION AND MAINTENANCE REQUIREMENTS AND THE GENERAL PERMIT. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR I- WRING 1 .5 750 2000 4" 9 in sq 83.5" 75.75"N 42.875" 55.75" 49" 27.625 16.25" 1 5. 'THE OWNER OF THE SYSTEM SMALL PROVIDE A COPY OF THE GENERAL PERMIT. PRIOR TO THE SIGNING OF A PURCHASE AND SALE AGREEMENT. TO A PROVIDING AND INSTALLING ALL SYSTEM COMPONENTS PROPOSED NEW OWNER. INCLUDING ALL CONCRETE STRUCTURES. THE 1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL CONTRACTOR SHALL COORDINATE WITH Blo-Microbics WIRING MEETING ALL LOCAL, STATE. AND FEDERAL 7. THE OWNER SHALL FURNISH THE DEPARTMENT (DEP) ANY INFORMATION THAT THE DEPARTMENT REQUESTS REGARDING THE SYSTEM, WITHIN 21 DAYS OF Inc. AS TO Micro-FAST TREATMENT SYSTEM CODES. THE DATE OF RECEIPT OF THAT REQUEST. COMPONENTS PROVIDED BY Blo-Microbics Inc. IN THEIR A MIN Settling Zone (MIN Liquid Capacity) 8. BY SEPTEMBER 30TH OF EACH YEAR THE SYSTEM OWNER SHALL SUBMIT TO THE DEPARTMENT (DEP) AND THE LOCAL APPROVING AUTHORITY AN 0 & M PRE-PACKAGED SYSTEMS. 2. ALL FITTINGS, CONNECTIONS, ETC. SHALL BE CHECKLIST AND A TECHNOLOGY CHECKGST, COMPLETED BY THE SYSTEM OPERATOR FORE INSPECTION PERFORMED DURING THE PREVIOUS 12 MONTHS. WEATHERPROOF AND WATER TIGHT CONSTRUCTION. BMIN FAST®Chamber (MIN Liquid Capacity) 1.02 DESIGN CRITERIA GROUND TERMINALS SHALL BE PROVIDED. EACH GROUND TERMINAL SHALL BE WIRED TO AN EARTH GROUND. V1 MIN Vent Diameter (MIN) A. THE MATERIALS AND EQUIPMENT COVERED BY THIS SPECIFICA71ON ARE INTENDED TO BE STANDARD F. SPARE PARTS V2 MIN Vent grate open area (MIN). MATERIALS AND EQUIPMENT OF PROVEN ABILITY AS MANUFACTURED BY REPUTABLE CONCERNS. 1. A RECOMMENDED LIST OF SPARE PARTS SHALL BE Ll FAST®Length and MIN Tank Length EQUIPMENT SHALL BE DESIGNED AND CONSTRUCTED IN DETAILED IN THE SITE SPECIFIC TECHNICAL MANUAL ACCORDANCE WITH THE BEST PRACTICE OF THE THAT DETAILS THE INSTALLATION, OPERATION & bength of tank opening for hanging FAST@ INDUSTRY AND SHALL BE INSTALLED IN ACCORDANCE MAINTENANCE PROCEDURES. FAST@ Length from edge of liner to center of WITH THE MANUFACTURER'S RECOMMENDATIONS AND L3 NOT ti;-,Fn THE CONTRACT DOCUMENTS. G. SERVICES PROVIDED airline. B. THE Micro-FAST SYSTEM SHALL BE DESIGNED BY Bio-Microbics Inc. TO OPERATE UNDER THE DESIGN 1. Bio-Microbics Inc. OR AN APPROVED jW1 MIN FAST@ MIN Tank Width. CRITERIA DETAILED IN SECTION 2.01 (A). MANUFACTURER'S REPRESENTATIVE SHALL PROVIDE THE I%A10 FOLLOWING SERVICES FOR EACH PROJECT. THE GENERAL Width ef tank epenkigf8F hang'Fi@ FAST • 1,5W GALLON (H-20) FAST TANK 2-COMPARTMENT 3 PC TANK 1.03 PRODUCT HANDLING CONTRACTOR SHALL INSTALL THE Micro-FAST UNIT(S) FAST®Width from edge of liner to center of A. ALL MATERIALS AND EQUIPMENT SHALL BE SHIPPED, AND ALL RELATED COMPONENTS. tea W3 STORED. HANDLED AND INSTALLED IN SUCH A MANNER A. PROVIDE ONSITE TECHNICAL ASSISTANCE FOR THE airline. AS NOT TO DEGRADE QUALITY. SERVICEABILITY OR HANDLING AND POSITIONING OF THE Micro-FAST UNIT(S) DO NOT SCALE APPEARANCE. THE UNIT(S) SHALL BE STORED THE DAY OF INSTALLATION. Clearance from center of outlet to inside top UNLESS NOTED OUTDOORS IN A SECURED LOCATION ACCORDING TO B. RETURN TO THE SITE FOR TESTING AND/OR cc H I MIN DIMENSIONS THE MANUFACTURERS RECOMMENDATIONS. COMMISSIONING OF THE Micro-FAST UNIT(S) UPON 1001011 Of tank (for feet install only) CLEAN. WANE ARE IN INCHES 10'-0* LOOSE-SHIPPED ITEMS SHALL BE STORM IN A SUBSTANTIAL COMPLETION OF SITE WORK BY THE RUN [CENTIMETERS] DRY LOCATION FREE FROM PRECIPITATION AND EXCESS GENERAL CONTRACTOR (BACKFILL, PIPING. ELECTRICAL, TOLERANCES (3) INLET MOISTURE. To ±0.02 INIIN MA 0.5-1.5 FAST Units KNOCKOUTS 49" GRADING, ETC.). Bio-Microbics Inc. SHALL BE [±0.05CM/CM1 27" AVAILABLE TO TRAIN THE OPERATOR(S) AND INSTRUCT 'C WEIGHT b SM MAWNG HUMM 1.04 SUBMITTALS THE OWNER ON Micro-FAST OPERATION THE DAY OF U THE INFORMATION CONTAINED IN THIS MAWWU IS THE SOLE PROPERTY OF 810-1�S INC.ANY Re�hl IN PA"OR AS A wm I DATE A Chart TE TING/COMMISSIONING. WHOLE WrHOUT THE WWTEN PEINISSION OF 11104AICROBICS INC.5 PROHEM.DESIGN AND INVENTION RIGHTS ARE RESEINW.IN THE B10-MICROBICS 0 2011 DRAWN CTC 12MM F- - - -- - - - - - -- - - -- - - - - A. THREE COMPLETE SETS OF SHOP DRAWINGS AND/OR MEN!ALL PRODUCTS ARE 24JECT10 DESIGN AND OR MATEIIIAL CKAWA WITHOUT NORM C. REMAIN ACCESSIBLE TO THE OWNER AND/OR INTRESTO!"TECHM)LOGMADVANCr WMW 4119/Ml I I Kv. *#.04-0 30* DIAMETER SITE SPECIFIC TECHNICAL MANUALS SHALL BEyy COVER SUBMITTED FOR ALL ITEMS TO BE FURNISHED BY OPERATOR FOR PHONE CONSULTATION. W RC Blo-Microbics. SUBMITTALS SHALL INCLUDE ALL D. BE AVAILABLE ON A CONTRACT BASIS FOR EQUIPMENT AND COMPONENTS, CATALOGUE CUTS, ADDITIONAL SITE VISITS OR CONSULTATION. 0 C WIRING DIAGRAMS, CONTROL SCHEMATICS AND ALL VON FAST®Vent 6'-2- F-1 - PART 3 - EXECUTION Fasten with non- Option 5,'-2- PERTINENT INSTALLATION, OPERATION AND C% MAINTENANCE PROCEDURES TO MAINTAIN EFFICIENT corrosive screws 3.01 INSTALLATION Minimum leg extension assembly T Air 24' DIAM R OPERATION. see note 4 1 8" OUTLET A. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED FAST®Vent NDS Grate MIN 1-1 in Supply COVER PART 2 - MATERIALS KNOCKOUT IN A NEAT, WORKMANLIKE MANNER. >- SQ of open surface Line L-L - - - -- - - - - - -i Uj z Option area -- -- - - - Micro-FAST 0.5 TREATMENT SYSTEM B. INSTALLATION OF THE Micro-FAST TREATMENT SYSTEM I-_ AND ANCILLARY EQUIPMENT SUPPLIED BY Bio-Microbice V) M 0 >- 0 A. GENERAL Inc. SHALL BE IN ACCORDANCE WITH WRITTEN V) 0 PLAN VIEW INSTRUCTIONS PROVIDED BY THE MANUFACTURER OReY NDS Grate MIN 7.1 in 30" DIA CL 2 screws ic 24* DIA COVER 1. THE Micro-FAST TREATMENT SYSTEM SHALL BE APPROVED REPRESENTATIVE. W - per side SQ of open sw ace COVER M DELIVERED COMPLETE FROM THE SUPPLIER AND SHALL C THE Micro-FAST AND ALL APPLICABLE TREATMENT included area 8" OUTLET INCLUDE ALL Micro-FAST TREATMENT SYSTEM UNITS SUPPLIED BY Blo-Microbles Inc. SHALL BE 04 6" INSTALLED WITH SUFFICIENT BALLAST TO OFFSET KNOCKOUT COMPONENTS, SUCH AS VENTILATION FAN, V) Lu BUOYANT FORCES DUE TO INDUCED OR HIGH < FAST@ Air Utt RECIRCULATION PUMP(S), INTERNAL PIPING, WIRING, LL_ CONTROLS, TREATMENT SYSTEM MEDIA, ETC. FOR 5; Risw GROUNDWATER CONDITIONS. (n o a. W INSTALLATION INTO CONTRACTOR SUPPLIED CONCRETE Fasten with non- 8' DIA. 3.02 CLEAN UP I 18 5ff min. TANKS, PROVIDING A COMPLETE OPERATIONAL SYSTEM. C*`I corrosive screws 0211/8[0534 min. INLET C-4 LU Riser <' i.- i 2 screws KNOCKOUT • THE DESIGN CRITERIA ARE AS FOLLOWS. A. PRIOR TO START-UP ANDnELD-TESTING, ALL Per side FOREIGN MATTER SHALL BE REMOVED FROM THE GREASE �2 to RTcklded TION(S) AND SETTLED INFLUENT CHARACTERISTICS REQUIRED TRAP(S). SEPTIC TANK(S), PUMP TA 7-4" EFFLUENT micro-FAST UNIT(S). OPENING 6'-4- 6 :2 Ca 4�-3" FLOW, GPD (SEE DESIGN FLOW INFO HEREIN) 0 < 0 U) 4-9 Gasket 4*-6" BOD5, MGA 3.03 FIELD TESTING 0 C14 CBOD5, MG A 30 MG A. THE Micro-FAST TREATMENT SYSTEM SHALL BE z TSS. MG 30 mGA ACCEPTANCE. THE SYSTEM SHALL BE OPERATED TO SHEET TITLE In Gasket' Sul in 2 COD, MGA T /--2'Ajr 'u 6. FIELD-TESTED USING CLEAN FRESH WATER PRIOR TO Linpp" PH, SU TEST THE EFFICIENCY OF ALL COMPONENTS. ALL T V( T PVC AMMONIUM, MG SYSTEMS, CONTROLS, AND SEQUENCES SHALL BE p Coupler Septic System Details , FAST®Air Uft TKN, MGA OPERATED AND DEMONSTRATED AS OPERATING AS Non-corrosive clomp OIL & GREASE. MGA APPROVED. THE CONTRACTOR SHALL PERFORM ALL NOTES o 1. SECURE LEG EXTENSION TO THE FAST® UNIT BY PLACING TWO SCREWS ON EACH SIDE OF THE LEG EXTENSION every 2 feet NITRATE, MG TESTS AND SHALL BE RESPONSIBLE FOR ALL NECESSARY (4 SCREWS PER FOOT ARE INCLUDED). CROSS SECTION MEW TOTAL NITROGEN, MGA 19.0 MGA TEMPORARY CONNECTIONS, TESTING EQUIPMENT AND and Alotes UTILITIES AND SHALL PROVIDE AND DISPOSE IF 2. CUT 4* SCHD. 40 PVC PIPE NOT INCLUDED) TO OBTAIN THE DESIRED HEIGHT. MINIMUM PIPE LENGTH OF 6 B. LEVELING PAD NECESSARY) OF ALL WATER USED. A FACTORY TRAINED EN 18" SHEET NO 1/8*; ORIGINAL LEG EXTENSION HEIGHT REQUIRES A PIPE LENGTH OF 11 1/8". FOR HEIGHTS GREATER THEN REPRESENTATIVE SHALL BE PRESENT FOR THE TESTING. USE SCHD. 80 PVC PIPE NOT INCLUDED). CONSULT FACTORY FOR EXTENDING LEG BEYOND W. Alternate Air Supply Option 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPECIFICATIONS PROVIDING A LEVELING PAD UPON WHICH To SET EACH 3.04 PROHIBITIONS 3. ANCHOR THE LEG EXTENSIONS TO THE TANK WITH NON CORROSIVE HARDWARE NOT INCLUDED) AT THE DO NOT SCALE Concrete Mmirnurn Strength: 5,000 P.S.1 @ 28 days COMPONENT. PROVIDED MOUNTING POINTS A. ORGANIC SOLVENTS, FUEL OILS. PAINTS AND UNLESS NOTED Steel Reinforcenva AS-615-68,Grade 60 C. POWER SUPPLY THINNERS, PHOTOGRAPHIC FLUIDS, FLOOR WAXES AND DIMENSIONS Design Loading: AASHTO-H-20 Meets ASTMS Cl 227 4. THE AIR SUPPLY LINE INTO THE FAST® UNIT MUST BE SECURED TO PREVENT VIBRATION INDUCED DAMAGE THE ; I : STRIPPERS, SOLUTIONS CONTAINING COPPER COMPOUNDS, DATE : 01/17/12 ARE IN INCHES Pm Weight:38,360 lbs. 1. THE TREATMENT UNIT SHALL HAVE A DEDICATED CLEANING AGENTS CONTAINING QUATERNARY AMMONIUM AIR SUPPLY LINE SHOULD BE SECURED WITH A NON-CORROSIVE CLAMP EVERY 2FT MINIMUM. CENTIMETERS a r i a A T a a N. 6=NCES I POWER SUPPLY PER MANUFACTURER LOAD CHLORIDES AND PRODUCTS CONTAINING COMPOUNDS 5. TANK, ANCHORS, PIPING CONDUIT, BLOWER. HOUSING PAD AND VENTS ARE PROVIDED BY OTHERS. 0.02 IN/IN MicroFAST 0.50 FAST Unit REQUIREMENTS THAT ARE DOCUMENTED TO INHIBIT BIOLOGICAL GROWTH 0 1±0.05 CWCM) CL SHOULD NOT BE DISCHARGED TO THE SEWAGE WEIGHT b So MAMCNUMEN TREATMENT SYSTEM. 51 9 -------------- rrf WORWWN CONTAINED IN TM DMWNG IS THE SOLE PROPERTY OF 81()���INC.ANY WWWCTION IN PA9r OR AS A NAME I GATE A MicroFAM 0.50 Details SCALE : NONE WHOLE WTTHOIj THE WMEN PERMISSION OF&*AMCROI1ICS INC.IS PROHNITED.DESGN AND INVENTION MGM AM RESWEID.IN THE B10-MICROBICS 0 2011 DRAWN CFCI)2/IV=6' I z INT&M OF TECHNOLOGICAL ADVNCWENT ALL PRODUCTS AN SIALIEC!TO DESIGN AND Olt MATEIRAL CKVCA WflHOLFT NOTICE C-V-VM KIVM V= DRAWN/DESIGN BY. SDU CHECKED BY: UWE SHOREY PRECAST 1500 GALLON FAST TAW 2 COMPARTMENT 3 PIEM SEPTIC TAW (OR EQUAIJ J 0 B N 0 2011-014 CADD FILE: 201"140T.d"