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0000 CAMMETT WAY - Health
_CAMMETT MARSTONS MILLS Affordable lJousing Project t' R holmes and mcgrath , enc. civil engineers and land surveyors 200 main street,suite 201 falmoutFr;wna.02540 508-548-3564.800-874-7373 9 fax 508-548-9672 email:mcgrath@holmesandmcgrath.com February 2 , 2001 Department of Environmental Protection Attention: Brian Dudley 20 Riverside Drive Lakeville, MA 02346 Dear Brian: RE: Request for Conceptual Approval of a Ground Water Discharge Permit Affordable Housing Development on Cammett Way, Barnstable, MA Our Job No. 200173 D -------------- Please find enclosed an engineering report concerning a Conceptual Approval for the proposed Ground Water Discharge Permit for the Affordable Housing Development for the Edge- water Financial Group in Marstons Mills, Barnstable, MA. The project is a cluster subdivision of 28 single fam- ily houses, eight of which are affordable homes on 7 . 98 acres on Cammett Way in Barnstable, MA. The project lies in Zone II . The discharge will exceed 660 gallons per day per acre. A Groundwater Discharge Permit is required. f On behalf of the applicant, The Edgewater Financial Group, we are respectfully requesting Conceptual Approval for the proposed Groundwater Discharge Permit for the Af- fordable Housing Development on Cammett Way. The enclosed report describes the collection and treatment system, the operation of the system in a prelimi- nary manner and the legal mechanisms needed to satisfy the Department ' s requirements for the operation of a wastewater treatment facility. r . k Mr. Brian Dudley - 2 - February 2 , 2001 If you have any questions, please call or write me . Sincerely, HOLMES AND McGRATH, IW. r Michael B. McGrath, P.E . , P.L.S . President MBM/gd Enclosure CC : Edgewater Financi__al Group , Barnstable Board of Health D REPORT TO ACCOMPANY REQUEST FOR CONCEPTUAL APPROVAL OF A GROUNDWATER DISCHARGE PERMIT FOR THE PROPOSED RUCK CFT SYSTEM AT THE AFFORDABLE HOUSING DEVELOPMENT ON CAMMETT WAY MARSTONS MILLS BARNSTABLE MA January 31, 2001 Prepared by: Holmes and McGrath, Inc . 200 Main Street Falmouth, MA 02540 1,_ t , 9 t� TABLE OF CONTENTS GENERAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 DESCRIPTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 DESIGN CRITERIA. . . . . . . . . . . . . . . . . . . . . . . . . . . 5 OPERATIONAL PROCEDURES . . . . . . . . . . . . . . . . . . . . 5 SEPTAGE REMOVAL. . . . . . . . . . . . . . . . . . . . . . . . . . . 5 PERSONNEL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 RECORDS AND REPORTS . . . . . . . . . . . . . . . . . . . . .. . . 6 OWNERSHIP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 . - 3 - GENERAL This report will describe the proposed wastewater treatment system at the referenced site . The proposed wastewater treatment system will require a Groundwater Discharge Permit be approved by the Department of Environmental Protection (DE) ) since the total flow on site exceeds 660 gallons per day per acre . The proposed RUCK CFT denitrification wastewater treatment system has been designed as a shared system to provide tertiary treatment for the wastewater from the Edgewater Financial Group affordable residential development located on Cammett Way in Barnstable, MA. The quality of the final effluent is designed to be below 10 milligrams per liter of Total Nitrogen prior to discharge by the soil absorption system. The RUCK CFT shared system has a design flow of 9, 240 gallons per day. The final effluent is designed to meet the requirements of discharging less than 30 milligrams per liter of Biological Oxygen Demand and less than 10 milligrams per liter of Total Suspended Solids . These concentrations are the tertiary treatment standards for wastewater in a Zone II as defined by the DEP. DESCRIPTION The proposed shared RUCK CFT system at the Edgewater Financial Group affordable residential development in Barnstable, MA. will serve a total of 28 homes in a proposed planned residential development . The specific soils and groundwater conditions will be described in a geohydrology report at a later date . The soils are classified in the "Soils Survey of Barnstable County, Massachusetts" for Barnstable County as Merrimac Series . The soils are very deep, excessively drained sands on outwash plains . The shared RUCK CFT system has three (3) components : a collection system, a shared RUCK CFT system and a soil absorption (leaching) system. All three (3) components are illustrated in design detail on the. enclosed engineering plans . The following paragraphs are intended to amplify what is shown on the engineering plans . All of the homes are connected by a sewer system to the shared RUCK CFT system located on Parcel A. The collection system consists of a gravity sewer line and manholes located in the road layout . - 4 - The following briefly describes the proposed shared RUCK CFT system. The wastewater is piped to two 10, 000 gallon anoxic J chambers located on Parcel A. The total capacity of the anoxic chamber is 2160 of the design flow. After the anoxic chamber, there is an 8, 000 gallon dosing chamber that pressure doses the two main RUCK Filters . In the dosing chamber, there is a pair of submersible pumps that dose the RUCK filters in an alternating fashion. The RUCK filters are stratified, modified, vented filters . The filters are designed using proprietary equations . The capacity of the filters is over 9, 240 gallons per day. The surface area is proportional to the expected Biological Oxygen Demand, the expected Total Suspended Solids and the permeability of the sands . Four vents are installed over each RUCK filter. Three vents for each filter are at three feet above grade . These vent locations will be adjusted in the field. One vent pipe for each filter is mounted on the small service building and ends above the roof . The RUCK filter effluent is piped to a mixing chamber. The mixing chamber is separated into three compartments . The first compartment has a recycle pump located in it, which will operate four times daily, recycling an eighth of flow each time back to the initial anoxic tank. The next compartment in the mixing chamber is where a carbon source is added. Once the carbon source is added to the RUCK effluent, denitrification starts . Denitrification occurs in the mixing tank as well as in the two detention tanks . The effluent drains from the mixing tank into two 10, 000 gallon detention tanks with media. The detention tanks provide for 48 hours detention. The effluent from the detention tanks drains to a 8, 000 gallon intermediate dosing chamber where two pumps alternately dose the denitrified effluent to a polishing RUCK filter. The polishing RUCK filter is designed to add more denitrification and to lower the final TSS and BOD to acceptable levels . After the polishing RUCK filter, the final effluent is piped to a dosing chamber that doses a series of trenches . In the dosing chamber, there are two pumps to distribute the effluent to a soil absorption system. These pumps alternate and each dose a series of seven trenches . The application rate for the trenches is 2 . 5 gallons per square foot per day. The trenches are vented to a manifold with a vent located three feet above the finished grade . A small service building is proposed. The building will house the control panels and the carbon source, a soap like compound. A chemical feed pump pumps a soap-like compound into pipes connected to the mixing chamber. The pumps are controlled by a panel located above the pumps . The panel includes a series of timers to operate the pumps . The chemical feed pump has a dial control on the front face. The soap-like compound is discharged under pressure into the pipe connected to the mixing J chamber. The controls will be fitted for remote monitoring. DESIGN CRITERIA The centralized RUCK CFT system is designed for a design flow of 9, 240 gallons per day. OPERATIONAL PROCEDURES The system is designed to run mostly unattended. The sewage pump controls are mounted inside the small service building. The control panel for the dosing chambers and the mixing tank are mounted in the small service building. All controls have hourmeters on the panels . All controls will have remote sensors for daily readings . The influent and effluent points in the flow will have remote flow and pH sensors . Readings will be collected electronically daily. The carbon source is in the rear of the small service building. A chemical feed pump will dose the soap like compound from 55 gallon drums to the mixing chamber. The carbon pumps are controlled by a series of electrical relays . There are settings in the interior of the control box which have been set by the engineer. These controls normally will not be altered except by the engineer. If the final effluent contains elevated levels of BOD, then the carbon pumps may need to be adjusted. The fresh water pumps draw fresh water from a tank and flushes the soap like compound into the mixing chamber. A spare Chemical feed pump is kept on hand. A spare 55 gallon drum of carbon source is kept on hand. SEPTAGE REMOVAL The initial anoxic chambers are 10, 000 gallon septic tanks . The depth is 11 feet deep. In the initial tank, when sludge reaches 5 feet deep or half the liquid depth, the tank should be pumped. All septage pumping and hauling shall be performed by a licensed septage hauler. The tank should not be pumped dry but two inches of effluent should be left in the bottom of the tank. The septage is expected to be disposed of at the Municipal Treatment Plant . The other tanks should be checked annually. whenever the depth of sludge approaches the four feet depth or half the liquid depth, the tank should be pumped. The same procedures described above applies to the other tanks . e The septage hauler must file a report with the Board of Health and DEP. The report shall include the following: 1 . Date 2 . Amount pumped 3 . Pumping Service 4 . Location of the plant at which the septage was dumped The residential association shall pay the hauler. PERSONNEL Initially, the operators will be Thomas Karalekas and Timothy Santos of Holmes and McGrath, Inc . Mr. Karalekas and Mr. Santos are Municipal Grade 2 Certified Operators . RECORDS AND REPORTS Copies of all tests will be forwarded to DEP and the Barnstable Board of Health. Copies will be kept for three years . OWNERSHIP of the Treatment Works The subdivision is a cluster subdivision. A Homeowners Association will be established. The Final Documents creating the Homeowners Association will be prepared and fil-ed with the Department prior to final application. The documents will be prepared to meet the requirements of the Department policy entitled "Private Sewage Treatment Facilities for Multiple Lot Residential Lots" as most recently revised. The Homeowners Association will own the treatment works, the collection system and all appurtenances . There will be suitable established financial accounts and budgets for the continued maintenance and operation of the system. There will be suitable easements over the facility as required. { • Town of Barnstable Zoning Board of Appeals Planning,Department, 230 South Street, Hyannis, Massachusetts 02601 (508)8624785 Fax(508) 8624725 February 2, 2001 s Royden Richardson, President Town Council John C. Klimm, Town Manager Town of Barnstable Town of Barnstable 367 Main Street, Hyannis, MA 02601 367 Main Street, Hyannis, MA 62601 Laura Shufelt, Chairman Robert D. Smith, Town Attorney Barnstable Housing Committee Town of Barnstable, Town of Barnstable, 397 Main Street, Hyannis, MA 02601 230 South Street, Hyannis, MA 02601 Raymond Lang, Chairman Thomas K. Lynch, Director Barnstable Planning Board Barnstable Housing Authority 230 South Street, Hyannis, MA 02601 146 South Street Hyannis MA 02601 John Finnegan, Chief. John Farrington, Chief Barnstable Police Department COMM Fire"Department 1200 Phinney's Lane 1875 Falmouth Rd. Hyannis, MA 02601 Centerville, MA 02632 Thomas.Mullen, Superintendent Maureen McPhee, Tax Collector Department of Public Works 367 Main.Street 367 Main Street, Hyannis, MA 02601 Hyannis, MA 02601 Robert Gatewood, Conservation Administrator Thomas McKean,- Health Agent 367 Main Street 367'Main-Street Hyannis, MA 02601 Hyannis, MA 02601 Elbert Ulshoeffer. Dr. Angela Castoria Building Department School Administration 367 Main Street,.Hyannis, MA 02601 230 South Street, Hyannis, MA 02601 Margo Fenn, Executive Director Cape Cod Commission 3225 Main Street Barnstable MA 02630 Enclosed.is a package of materials submitted by Alfred J. Balerna, Trustee of the Bailey Realty Trust, to the Zoning Board of Appeals in accordance with MGL Chapter 40 B,Affordable Housing. The applicant is requesting 29 detached single family homes of which 8 units shall be low or moderate income housing units. \ The property is shown on Assessor's Map 100, Parcels 052-066, located off Old Falmouth Rd. and Cammett Way, Marstons Mills, MA, in an Residential F Zoning District. The Comprehensive Permitting process designates the Zoning Board of Appeals as the single permitting agency.The Board would like to know if you have any concerns and/or issues that need to be addressed and resolved prior to its decision on this application. 1 f The Board would also appreciate any suggestions into possible conditions to impose in the permit should it be issued. Those conditions should be developed to assure that the proposed development is: • environmentally sound, • provides a safe and secure place to live, • has provision for adequate transportation, public and private utilities and emergency services, is constant with adopted local and regional plans and needs, and is in the best interest of the Town and its residence. A Public Hearing on this permit will beheld at 8:OOPM, March 14, 2001, in the Town Hall Hearing Room. If you could provide your review prior to February 23, 2001, it would be appreciated. Should you need additional information, please contact either or Art Traczyk, Principal Planner at 862-4685 or Sheila Geiler at 862-4785. Thank You, Ron Jansson, Chairman SC cc: File Copy GLYNN LAW OFFICES 49 LOCUST STREET FALMOUTH,MA 02540 (508) 548-8282 Suzanne Fay Glynn FAX: (508) 548-9075 Eric T. Turkington Paul C. Glynn E-Mail:SFAYGLYNN@AOL.com Of Counsel DEC 1 .5 2000 December 14, 2000 Mr. Ron S. Jansen, Chairman Zoning Board of Appeals Office Planning Department 230 South Street ; Hyannis, MA 02601 Re: Chapter 40B.Application, Camnett Way,Marstons Mills;-MA . Dear Mr. Jansen: ..Enclosed please find the Application for Comprehensive Permit along with the agreement to Extend Time Limits.. Also, enclosed please:firid.the following in support of this application: 1: Check-:ir:the,,amount of$2,900.00 to the Town-of Barnstable, 2.- Copy of Deed, Trustee's Certificate and. Trust. 3. Preliminary Site Plan. 4. Preliminary Scaled Architectural Drawings. 5. Funding Letter from the New England Fund. 6._ Plan of Surrounding Area. I understand that this matter will be referred to the Barnstable Housing Authority for a meeting. Before that meeting, we shall provide the information requested in their. Guidelines. We will be happy to comply with any reasonable requests for information i from both the Committee and your Board: Without limiting our desire to comply, we will specifically provide the following: 1. Land Cost Appraisal. 2. Pro Forma 3. Statement of Funds. 4. Developer Qualification Information. 5. Report on Site Conditions of the Surrounding Area. We are requesting at this time, as a cost consideration, that we not be required to submit a landscaping plan until the subdivision plan is close to final form. Before the meeting with the Committee, we shall also submit a memorandum of law of fact outlining the proposal. Thank you. . r yrs C., yn , Esqu ire.P 1. PCG:bbb . Enc. For Boaf°tise on1V�_ Gomp„.Perlin.Application No. Date Rec'd: Hearing Date: 3 TOWN OF BARNSTABLE ZONING BOARD OF APPEALS Town Hall,Hyannis,MA 02601 .5 . APPLICATION for COMPREHENSIVE PERMIT (Made pursuant to M.G.L.Ch.4013,Secs.20-23,and 760 C.M.R.30.00.&31.00) Note:Please submit fifteen(15)copies of pages 1 and 2 of this completed applications form and all accompanying lens and documents listed in Item 19. to ether with a check payable to the Town of Barnstable for��00.00. Only one(1)copy needs to'be riled of documents referred to in Items 2-A,11-A., 14-A&And 21-A.J Use supplemental pages if necessary to rovide complete information called for b an item m this pplication,indicating name of applicant,(Item 2.�and name or development(Item 3.)On each such page. llA it is not applicable, lease enter N/A. PLEASE TYPE OR PRINT NEATLY ALL ENTRIES. 1. Applicant: (name)Alfred L Balema.Trustee of the Bailey Realty Trust (Address&Telephone)c/o Ed ewater5Financial Group.Inc. 122 Teaticket Hwy..East Falmouth.MA 02536 2. Status of applicant: (check.one):Public Agency. Non-Profit Org. :Ltd. -Div 2 idend Org.X . . -A. Attach documentary evidence of status: 3. Name of proposed development Cammett Woods = 4. Type of development:(check one):New Construction X ;Rehabilitation of existing'structure(s) 5. Applicant's attorney: (name)Paul C.GhM Esquire.Glynn Law Offices Address& eo Tele hn_ p ,. ..):49 Locust Street..Falmou _MA 02540(508)548 8282 6. Applicant's architect: (name)Bruce Devlin (Address&Telephone):3821 Falmouth Roo MaMarstons Mills MA 02648(508)428 6191 7. Applicant's engineer:(name)Holmes and McGrath Inc. .Michael Borselli (Address&Telephone):-200 Main Street_Falmouth MA 02540(508)548-3564 & Location of site by village and street(s):Marston Mills MA_Off Old Falmouth Road and Cammet Way 9. Fire district and water supplier:COMM 10. Area of site in acres/square feet:7.98 Acres H. Assessors map and parcel numbers for site:Ma v 100,Lots 52-66 117-A. Attach copy of assessors map(s)showing parcel(s)comprising site. 12.Zoning District(s)of site: RF and GP 13. Is elimination of any existing street(s)proposed?No If so,give name(s): 14. Applicant's interest in site: (check one):Owner X :Option to purchase ;Contract to purchase 14-A. Attach documentary evidence of interest in site. 15. Total number and type of housing units(&bedrooms)proposed:Twenty Nine single family dwellings are nronosed. They are 1255square feet each.. 16. Number and type of low-or-moderate-income housing units(&bedrooms)proposed: 8 TOWN OF BARNSTABLE APPLICATION for COMPREHENSIVE PERMIT Zoning Board of Appeals,Page 2 Name of Applicant ^Name of Development Application No. 17. List of exceptions requested from local by-laws,codes and regulations: (Specify each exception with precise reference to applicable by-law,code or regulation.) 3-1.401 Bulk R lations•Waive Minimum Lot Size to 5.184 S.F.+/-•Waive Minimum Frontage to 20.02 FT.• Waive. mimum FrontWaive Minimum Sicle Yard 4.FL:Wal-v—e Minimum Rear Yard 10FT.:. 3-5.2.6 i through iii GP—Groundwater tection-Overlay DistrictRegWatinins Waive -aw that ro its advanced wastewater treatment lacilities in'a Groundwater Protection District. 3-5.20CTE t very e•Waive Minimum Lot coverage to :All rec are is qj§Wsed of on-site Site earn • Waive- inunum o an of to retaine in itsnaturalstate to o- ts will ave to entree re e . Article a shore o Wastewater Disc ha : Section Standards 3-1 Maximum allowable Wastewater Discharge Waive Maximum Allowable Discharge of 339-gallons per acre per day Advanced wastewater treatment is being provided. 18. List of approvals needed from other public agencies: (Identify each local,regional,state,andfederal agency and specify the approval to be sought.) Wastewater Discharge Permit from the Massachusetts Department of Environmental Protection 19. List.of accompanying plans and documents submitted as part of this application: (Identify each such plan and document by its title.) 20. List of Supplemental pages used to provide full information called for by this application: 20. Subsidy agency(name and address)and financing program(name)involved. New England Fund 21-A. Attach documentary evidence of subsidy agency's determination of site-acceptability. This a pplication for a Comprehensive Permit to build L rehabilitate low-or-moderate-income housing is made subject to The provisions of MGL Chapter 40B,Secs.20-23,and 760 CMR 30.00 and 31.00. e A J ern rustee of the Bailey Realty Trust i Authbhzed 8lure Date:/ Paul C. GlEsquire Name ot AuthorizedSignatory Note:If any information or documentation submitted as part of this application changes during the course of its con is derahon,applicant should promptly supply such changed information or documentation to the Board, making clear reference to the item,document or plan to be replaced or updated thereby. M r� I� - g g OLD rtt i 3 •t _'V/•V 4 r. ? .f u ;o sa 4 r. 119 r t is ... 44 16 dp;3 arm Trz r Q r. � I I • t I r1 om ?� :d r i m x .. 1i rA Li h I 2 / ru I ;r, �f 49 / d1� MR r� ' / rf !a (• 1 $ r4of l cif 1 46 Appeal #2001-25 frr .MAP 100 PARCELS 052 to 066 _ CAMMETf WOODS w E SCALE: 1°=250' Marston Mills s *MOf E Plammebiq and **NME The par®I Gnes m o*prophk mpmmIutlons DATA 50UWx Pl�imdk(mao-mode feahao were iate�WW hom 1995 o9rW ph*pphs by The James vepebfiai were m meet Ndmol of propeAy boundaries They are not hue loaotions,mrd W.Sewall G mpwN.Topoppby and v g*bon were WwprefW fiom 1989 aerial O*paphs by 6E00 Aoarreq of a smle of do not mPmsw mW relofio z*to*vmI oIeds UWatim Pkainr Mm,4opoprophy,oW wOofim were mapped to rest Holland Mop AmM 9aWor& 1'=100'. m the mop. of o sole of 1'=100'. Perm lines were&pif W ham 2DM Town of Bmnst"A=%Ws la raps ...\zoning\100-052to066.dgn 01/24/2001 09:46:13 AM DOC-814;' i 10-24-2000 4:00 CTF#:159476 QUITCLAIM DEED I, ALFRED . BALERNA, TRUSTEE OF THE ELIZABETH REALTY TRUST, u/d/t dated nd recorded with the Barnstable County Registry District of the Land Court as Document No. 7982936, of Sharon, MA for consideration paid of LESS THAN ONE HUNDRED DOLLARS AND NO/100 ($100.00). grant to ALFRE . BALERNA, TRUSTEE OF THE BAILEY REALTY TRUST u/d/t dated©CMAI'l f,2000 and recorded with the Barnstable Cou my Registry District of the Lan Curt herewith, of c/o( . with QUITCLAIM COVENANTS The land together with any buildings thereon situated in Barnstable, in the County of Barnstable and Commonwealth of Massachusetts,described as follows: LOTS 74 75 76.77 78 79 80 81 82 83 84 85 86 87 and 88 on Plan 29500-C Sheet 1). Said land.is-subject toan-easement as set forth in a grant made by Harold Williams et al, Trustees to The Cape-and Vineyard Electric.Company and New England Telephone and Telegraph Company, dated June 6,.1959 duly recorded`in Book 1043, Page 438. Said land is subject to the rights granted in an easement given to the New England Telephone and Telegraph Company et al, dated August 8, 1969 being Document No. 132,152. For title reference, see deed dated February 15, 2000 and recorded with the Barnstable County Registry District of the Land Court as Document No. 798,937. See also Certificate of Title No. 157496. PROPERTY-ADDRESS: Cammett Way, Marstons Mills, MA 02648 Executed as a sealed instrument this NXday of Or��' �2000. AVRIED ALERNA, TRUSTEE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. �daC�! �� , 2000. Then personally appeared the above-named ALFRED-J.BALERNA, TRUSTEE AS . AFORESAID and acknowledged the foregoing instrument to be his free act and deed, before me, Notary Public Paul C.Glynn, Esquire My commission expires: 09/09/05 sea! . : TRUSTEE'S CERTIFICATE . ELIZABETH REALTY TRUST I,ALFRED J.BALERNA,TRU TEE OF THE ELIZABETH REALTY TRUST, under a Declaration of Trust date , 1999 and recorded at the Barnstable County Re "s 'D"s ct of the land Court as Document No. 798,936, hereby state: �Uy �, 1. Said Trust is in full force and effect; 2. All the beneficiaries are of full age and competent; 3. All the beneficiaries of said Trust have consented to the transfer of the property to Alfred J.Balerna,Trustee of the Bailey Realty Trust for consideration paid of less than One Hundred Dollars and No/100($100.00). Property Address: Cammett Way,.Marstons.Mills,MA 02648. Witness my hand and seal this ig da Y of OL PI,2000 AL D J. B ERNA,TRUSTEE COMMONWEALTH OF NIASSACHUSETTS Barnstable,ss 2000 Then personally appeared the above-named ALFRED J. BALERNA, TRUSTEE AS AFORESAID and acknowledged the foregoing instrument to be his free act and deed before me, Notary Public: P C. Glynn My commission expires: 9/9/2005 Seal 10-24-;2000 4:00 DECLARATION OF TRUST ESTABLISHING BAILEY REALTY TRUST I, ALFRED J. BALERNA, of Sharon,Norfolk County, Massachusetts, Trustee, hereby declare that I and my successors in trust hereunder will hold any and all property and interest in'property, real and personal,now or hereafter acquired by the Trustees (the "Trust Estate")IN TRUST, for the sole benefit of the individuals or entities listed in the Schedule of Beneficiaries ("Schedule of Beneficiaries") in the proportions stated in said Schedule, which Schedule has this day been executed by the Beneficiaries and filed with the Trustees with receipt acknowledged by at least one Trustee, or as it may subsequently be amended. SECTION ONE NAME AND PURPOSE 1.1. This Trust shall be known as BAILEY REALTY TRUST (the "Trust") and is .-intended to be.a nominee trust, so-called;.for federal and state income tax purposes and to hold,the record legal title to the Trust Estate and perform such functions as are necessarily incidental thereto. SECTION TWO TRUSTEES 2.1. In the event that there are.two.Trustees, ANY ONE TRUSTEE may execute any and.all instruments and certificates necessary to carry out the provisions-of the Trust. In the event there.are more than two Trustees,ANY TWO TRUSTEES (except as otherwise provided in Paragraph 7.2), may execute such instruments and certificates necessary to carry out the provisions of the Trust.. 2.2. No Trustee shall be required to furnish bond. No Trustee hereunder shall be y liable for any action taken at the direction of the Beneficiaries, nor for any error of judgment nor for any loss arising out of any act or omission in the execution of the Trust so long as acting in good faith, but shall be responsible only for his or her own willful breach of trust. No license of court shall be requisite to the validity of any transaction entered into by the Trustees. No purchaser, transferee,pledgee, mortgagee or other lender shall be under any liability to.see to the application of the purchase money or of any money or property loaned or delivered to any Trustee or to see that the terms and conditions of this Trust have been complied with. Every agreement, lease, deed, mortgage,note or other instrument or document executed or action taken by the person or persons appearing from the records of the Registry of Deeds to be Trustees, as required by paragraph 2.1, shall be conclusive evidence in favor of every person relying thereon or claiming thereunder that at the time of such delivery or of the taking of such action this Trust was in full force and effect,that such execution and delivery or taking of such action was duly authorized, empowered and directed by the Beneficiaries. 2.3. Any person dealing with the Trust Estate or the Trustees may always rely without further in u� on a certificate signed b "the person or persons appearing from q uY Y P P PP g ` . the records of the Registry of Deeds to be Trustees;=as required by Paragraph 2.1 as to who are the Trustees or the Beneficiaries hereunder or as`to the authority of the Trustees ^ to act or as to the existence or nonexistence of any fact or facts-which.constitute conditions precedent to action by t'e Trustees°or which-are in any other manner.germane = to the affairs of the Trust. Execution, delivery or recording of such certificate shall not be a condition.precedent-to the validity of any transaction of the Trust. SECTION THREE BENEFICIARIES 3.1. The term "Beneficiaries" shall mean the persons and entities listed as Beneficiaries in the Schedule of Beneficiaries and in such revised Schedule of Beneficiaries, from time to time hereafter executed and delivered as provided above and the respective interests of the Beneficiaries shall be as stated in such Sche dule. 3.2. Decisions made and actions taken hereunder(including without limitation, amendment of this Trust, appointment and removal of Trustees, directions and notices to Trustees and execution of documents) shall be made or taken, as the case may be, by all of the Beneficiaries. 2 r 3.3. Any Trustee may without impropriety become a Beneficiary hereunder and exercise all rights of a Beneficiary with the same effect as though he or she or it were not a Trustee. The parties hereunder recognize that if a sole Trustee and a sole Beneficiary are one and the same person,legal and equitable title hereunder shall merge as a matter of law. SECTION FOUR .POWERS OF TRUSTEES 4.1. The Trustees shall hold the principal of this Trust and receive the income therefrom for the benefit of the Beneficiaries and shall pay over the principal and income pursuant to the direction of all of the Beneficiaries and without such direction shall pay the income to the Beneficiaries in proportion to their respective interests: 4.2.- Except as hereinafter provided in case of the termination of this Trust, the Trustees shall have no power,to deal in or with the Trust Estate except as directed by all- of the Beneficiaries. When,as, if and to.the extent specifically directed by all of the Beneficiaries,the Trustees-shall have the.following powers: .4.2.L.-TQ buy..sell, convey,assign,mortgage or otherwise'dispose of all or any part of the Trust Estate and as landlord or tenant execute and deliver leases and subleases; 4:2:2 -To-execute and deliver notes for borrowing for the Beneficiaries; 4:2.3 To grant easements or acquire rights of easements and enter into agreements and:arrangements with respect to.the Trust Estate; 4.2.4. To endorse and deposit checks in an account for the benefit of the.. Beneficiaries.. (The Trustees shall not maintain bank accounts in the name of the Trust or Trustees unless specifically authorized to do so by the Beneficiaries; however, the Trustees may maintain bank accounts in the name of the Beneficiaries for any purpose authorized by the Beneficiaries.); and 4.2.5 To lend money to Beneficiaries and/or Trustees of the Trust. Any and all instruments executed pursuant to such direction may create obligations extending over any periods of time, including periods extending beyond the date of any possible 3 f termination of the Trust: A direction to the Trustees by the Beneficiaries may be by a Durable Power of Attorney. 4.3. Notwithstanding any provisions contained herein, no Trustee shall be required to take any action which will, in the opinion of such Trustee, involve the Trustee in any personal liability unless first satisfactorily indemnified. 4.4. Any persons extending credit to, contracting with or having any claim against the Trustees shall look only to the fimds and property of this Trust for payment of any contract,or claim, or for the payment of any debt,-damage,judgment, or decree, or for any money that may otherwise become due or payable to them from the Trustees, so that neither the Trustees nor the Beneficiaries shall be personally liable therefor. If any Trustee shall at any time, for any reason(other than for willful breach of trust),be held to be under any personal liability as such Trustee, then such"Trustee shall be held harmless and indemnified by the Benef ciaries,.jointly and severally;-against all_loss,costs, damage, or expense by reason of such liability. SECTION FIVE TERNIINATION, 5.1. This Trust may be terminated at any time by notice in writing from any Beneficiary,-.provided-that-'such termination shallbe effective only when a certificate thereof signed by the.Trustees, shall be recorded with the Registry of Deeds. Notwithstanding:any other provision of this Declaration of.Trust, this Trust shall terminate in any event NINETY.(90) years from the date hereof, if not earlier terminated by action of a Beneficiary. 5.2, In case of any termination of the Trust, the Trustees shall transfer and convey the specific assets constituting the Trust Estate, subject to any leases, mortgages, contracts or other encumbrances on the Trust Estate, to the Beneficiaries as tenants in common in proportion to their respective interests hereunder, or as otherwise directed by all of the Beneficiaries; provided, however, the Trustees may retain such portion thereof 4 as is in their opinion necessary to discharge any expense or liability, determined or contingent, of the Trust. SECTION SIX AMENDMENTS 6.1. This Declaration of Trust may be amended from time to time by an instrument in writing signed by all of the Beneficiaries and delivered to the Trustees, provided in each case that the amendment shall not become effective until the instrument of amendment or a certificate setting forth the terms of such amendment, signed by the Trustees, is recorded with the Registry of Deeds. SECTION SEVEN RESIGNATION AND SUCCESSOR TRUSTEE 7.1. Any Trustee hereunder may resign at any time by an instrument in writing signed and acknowledged by such Trustee and delivered to all remaining Trustees and to each Beneficiary.. Such resignation shall take effect on the later of the.date specified therein or the date of the recording of such instrument with the Registry of Deeds. 7 2: The.mental or physical in of a Trustee shall be determined by the successor Trustees designated hereunder or if there is more than one Trustee,by the other Trustees. Any such determination when supported by the certificate of a disinterested, licensed.physician shall be final and binding on all persons interested or relying thereon. Succeeding or additional Trustees.may be appointed or any Trustee may be removed by an instrument:or instruments in writing signed-by all of the Beneficiaries,provided in each case that a certificate signed'by ANY TRUSTEE naming the Trustee or Trustees appointed or removed and, in the case of an appointment, the acceptance in writing by the Trustee or Trustees appointed, shall be recorded in the Registry of Deeds. Upon the recording of such instrument, the legal title to the Trust Estate shall, without the necessity of any conveyance, be vested in said succeeding or additional Trustee or Trustees, with all the rights,powers, authority and privileges as if named as an original Trustee hereunder. 5 7.3. In the evenf that there is no Trustee, either through the death or resignation of a sole Trustee without prior appointment of a successor Trustee or for any other cause, a - person purporting to be a successor Trustee hereunder may record in the Registry of Deeds an affidavit,under pains and penalties of perjury, stating that he or she has been appointed by all of the Beneficiaries a successor Trustee. Such affidavit when recorded together with an attorney's certificate under M.G.L. c. 183 Section SB, stating that such attorney has knowledge of the affairs of the Trust and that the person signing the affidavit has been appointed a Trustee by all of the Beneficiaries, shall have the same force and effect as if the certificate of a Trustee or Trustees required or permitted hereunder had been recorded and persons dealing with the Trust or Trust Estate may always rely without further inquiry upon such,an affidavit as so executed and recorded as to the matters stated herein. .SECTION EIGHT GOVERNING LAW 8.1. This.Declaration of Trust shall be construed in accordance with the-laws of the Commonwealth of Massachusetts: SECTION NINE DEFINITIONS 9,1... The.term."Registry of Deeds"shall mean the-Registry of Deeds or,Registry District of:the Land'Court for the district in the Commonwealth of Massachusetts in which the real estate which is the.subject of this Trustis located, and in which this. Declaration of Trust is recorded or registered. 9.2. The term "Trustee" as used herein shall mean the person or persons from time to time serving as Trustee or Trustees hereunder, or any of them, as the context admits. 9.3. The words "this Declaration of Trust" shall be construed to mean this instrument as the same may be amended from time to time. 9.4. Whenever the context permits, the use of a particular gender shall include any other gender, and references to the singular or the plural shall be interchangeable. 6 i 9.5. The word "entities" shall include corporations,partnerships and associations where the context so admits. SECTION TEN LIMITED DIVIDEND ORGANIZATION 10.1. This Trust is intended to serve as a Limited Dividend Organization under M.G.L. Chapter 40B. 10.2. The Trust agrees to limit the dividend on the invested equity to no more than Twenty percent per year. 10.3. The Trust is eligible to receive a subsidy in the form of technical and other supportive services. Executed as a sealed instrument this 19th day of-October, 2000. ALFRtD J. BM ERNA, Trustee : ..COMMONWEALTH OF MASSACHUSETTS County of Bamstable ss: October 19, 2000 Then personally appeared the.above-named ALFRED J. BALER and acknowledged the foregoing instrument to be his free act and ed. Before-me, . NotaV Public: Paul C. Glynn My commission expires: 9-9-2005 7 CAPE COD RANK AND TRUST COMPAlvy Mr. Troy B. G. Clarkson, Project Manager August 30, 2000 The Edgewater Investment Group,Inc. P.O. Box 2508 Teaticket,MA. 02536 Dear Mr. Clarkson, I am writing to acknowledge your request to finance via die Federal Home Loan Bank of Boston's New England Fund(FHLB NTF), and the bank's interest in financing your proposed 29 unit 8 affordable; housing project on Cammett Way,Marstons NE-11s,Mass. I have visited the site and abutting streets and believe your revised plan reducing the scope of the project from 35 units to 29, and changing the lot and toad configuration makes sense. The new plan reduces the intensity bybetter assimilating tmhees on lots, and will reduce the impact..or the surrounding neighborhoods. The affordable units and market rate units should meet with positive`response from buyers,certauiN the- affordables at$92,000.00, but especially the market rate units that are projected io sell below:$130,000.00 which is a scarce cornmodity today. The project expense breakdown you provided semis reasonable; however, it would be helpful for;you to provide the itemized expenses for the road ir-hastrueture and the'house construction. 1 am.attaching one of our subdivision construction schedules and ourhome construction schedules for you to review for accuracy since the information may be subject to public review. As ;vou know, the taffordable home buyers must meet certain criteria and the affordable homes need to retajn deed restrictions allowing for their affordability to be maintained. In addition, the developers final profit from the sale of all the units can not exceed 20% of the deye opment costs. Please remember the project must conform to any requirements of the Town of Barnstable as well, Very Truly Yours. i Henry C. Farnham, Senior Vice President Customer Service Center ocx 118C,South Yarmouth, kI.y �i26t=-C13o 1-$C0-456-i:oC hap:;/ww;v.ccb:.corn oI ea and mcgrath, inc® COPY civil engineers and land surveyors 200 main street,suite 201 falmouth,ma.02540 508-548-3564.800-874-7373•fax 508-548-9672 January 31, 2001 email: mcgrath@holmesandmcgrath.com Town of Barnstable Barnstable Board. of Health RECEIVED Barnstable Town Hall Hyannis, MA 02360 JAN 3 12001 Dear Members; TOWN OF BARNSTABLE HEALTH DEPT. Affordable Housing Development Cammett Inaire Marstons Mills a This letter will describe the proposed wastewater treatment system at the referenced site. The proposed wastewater treatment system will require a Ground Water Discharge Permit be approved by the Department of Environmental Protection since the total flow on site exceeds 660 gallons per day. The proposed RUCK CFT denitrification wastewater treatment system has been designed as a shared system to provide tertiary treatment for the wastewater from the Edgewater Financial Group affordable residential development located on Cammett Way in Barnstable, MA. The quality of the final effluent is designed to be below 10 milligrams per liter of Total Nitrogen prior to discharge by the soil absorption system. The RUCK CFT shared system has a design flow of 9, 240 gallons per day. The final effluent is designed to meet the requirements of discharging less than 30 milligrams per liter of Biological Oxygen Demand and less than 10 milligrams per liter of Total Suspended Solids . These concentrations are the tertiary treatment standards for wastewater in a Zone II as defined by the DEP. All of the homes are connected by a sewer system to the RUCK CFT shared systems located on Parcel A. The sewer system consists of a gravity sewer line and manholes located in the road layout . The following briefly describes the proposed shared RUCK CFT system. The wastewater is piped to two anoxic tanks, each a 10, 000 gallon septic tank, located on Parcel A. After the anoxic tanks, there is a proposed 10, 000 gallon equalization tank. From the equalization chamber, effluent is pressure dosed on the top of two RUCK filters . Each of the two pumps doses the RUCK filters in an alternating fashion. The RUCK Filters are stratified, modified, vented sand filters . Four vents are installed over each RUCK filter. Three vents for each filter are at grade. One vent pipe for each filter is mounted on the small service building and ends above the roof. Once the effluent flows through the RUCK filter, the effluent is then piped to a mixing chamber. The mixing chamber is separated into three compartments . The first compartment has a recycle pump located in it, which will operate four times daily, recycling an eighth of flow each time back to the initial anoxic tank. The next compartment in the mixing chamber is where a carbon source is added. Once the carbon source is added to the RUCK effluent, denitrification starts . Denitrification occurs in the mixing tank as well as in the two detention tanks, which follow the mixing tank. These tanks are designed to provide an environment for maximum denitrification: From there the effluent flows to a intermediate dosing chamber where two pumps then alternately distribute the denitrified effluent to a polishing RUCK filter. The polishing RUCK filter is designed to add more denitrification and to lower final TSS and BOD to acceptable levels . After the polishing filter, the final effluent is pressure dosed to a series of seven trenches . The trenches are vented with a vent located three feet above the finished grade. Surface vents are proposed to be located at suitable locations to provide minimal visual impact . A small service building is proposed. The building will house the control panels and the carbon source, a soap like compound. The controls will be fitted for remote monitoring. The small service building will be half the size of a garage. SYSTEM MONITORING The Department of Environmental Protection requires that the RUCK CFT system be monitored daily for the following constituents; flow and pH. The system will be monitored monthly for BOD5, TSS, Total Solids, TKN, NO3-N, NO2-N, ammonia, sodium, Total Phosphorus as P, Dissolved Phosphorus, and yearly for Volatile Organic Compounds . Testing shall begin one month after the system is put into operation. The system shall be open to inspection and sampling by the Department of Environmental Protection and the local Board of Health at all times . 2 i Laboratory analysis of all samples and sample collection shall be done using methods approved by the Department of Environmental Protection or the local Board of Health. For each sampling event, samples shall be taken as follows: 1 . ) effluent from the anoxic chamber and 2 . ) effluent from the final dosing chamber. Samples from the anoxic chamber shall be taken 12" below the bottom of the scum layer such that none of the scum is collected in the sampling vessel . Any scum or other solids shall be filtered from a sample before nitrogen analysis is performed. Chain of custody documents shall be maintained for all samples and sample events. Laboratory results shall be provided to the Department of Environmental Protection and the Board of Health. OPERATION AND MAINTENANCE MANUAL The RUCK CFT system will be operated by a certified treatment plant Operator. A conventional operation and maintenance manual will be prepared that describes proper procedures for the successful performance of the RUCK CFT system located on Cammett Way for Edgewater Financial Group in Barnstable, MA. The manual will include the component manufacturer's instructions and maintenance procedures in the manual . The manual will describe operating steps and necessary maintenance of the various components of the system. The manual will include the following sections: 1 . A description of the system 2 . A list of critical telephone numbers. 3 . A description of the computerized controls . 4 . A description of the spare parts needed to be kept on hand 5. A detailed description of methods to check the various components of the system including checks of the sludge depths in the anoxic chamber. 6. A procedure on testing procedures . 7 . A procedure for cleaning parts, such as the soap feed. 3 w 8 . A procedure for arranging for periodic pumping of the components as required. 9. Detailed instructions on reporting requirements . 10. A description of the logs of maintenance and testing events . 11 . A safety plan. The operating and maintenance manual will be completed in draft form when the plans are submitted to the Board of Health. HOMEOWNERS FACT SHEET Each lot owner will be distributed a fact sheet describing the treatment system serving their house and information with respect to each owner' s responsibilities with respect to wastewater treatment . Those responsibilities are similar to the to the responsibilities every homeowner should observe for a conventional Title 5 system. The fact sheet will include the paragraphs dealing with the disposal of materials into the system. For illustration purposes, the following would be typical : "Do not dispose of non-biodegradeable materials such as sanitary napkins, disposable diapers, and other such material into your system. You should not dispose of cooking oil, fat, or grease in your system. " "The system is not designed to treat cleaning solvents, pesticides, acids, disinfectants, gasoline, oils, and kerosene. The system is not designed to accept waste from a garbage disposal. " The system has not yet been submitted to DEP. We will submit the plans to DEP for conceptual approval of the process. this system is duplicative design of the RUCK CFT system at lunenburg MA. that system operates under a Ground Water discharge Permit. the design flow in Lunenburg is 12, 500 gallons per day. The system has discharged a concentration of about 5 milligrams per liter of total nitrogen in the final effluent from August, 1999 to the present. a copy of the test results for the Lunenburg facility is enclosed. The Polishing RUCK filter is added to 4 t this design to lower the Total nitrogen concentration and lower the final TSS concentration. If you have any questions, please call or write me Holmes and McGra In . Michael B. McGr h, PE 5 JJa F•A McKean Thomas From: McKean Thomas To: Giangregorio Robin , Cc: Etsten Jackie Subject: SP# 07 01/Proposed Affordable Housing Project Date: Monday, January 22, 2001 11:OOAM I understand Chapter 40B projects must comply with State Regulations. The proposed density (of 87 bedrooms on 7.98 acres) with an alternative/innovative shared system proposed, exceeds that allowed by the State Environmental Code,Title V. Therefore, the Health Division cannot approve this proposal. Page 1 WL J� r McKean Thomas From: McKean Thomas .�., Rnhin To: Cc: Etsten Jackie SP# 07 01/Propose Subject: d Affordable Housing Project . Monday,January 22, 2001 11:OOAM Date: , understand Chapter 40B projects must comply with State Regulations. - .�- I stem proposed, The proposed density of 87 bedrooms on 7.98 acres)with an alternative/innovative shared system exceeds that allowed by the State Environmental Code,Title V. Therefore, the Health Division cannot approve this proposal. MCI 0- kt � 6 , i Page 1 r �1� Application=�'S P'I vie�v Location Business Nanle: H-Ousirij PeioAetct - Assessor's Map raid Parcel Number: too- en + -nz V T IOc)- Cod Properly Address: C::a 1 _M ►J vkits Owner cal,Proper . Apoficant N;unc: �,►� a1 -r'�g�' Name.'"k Address: l Address: 'P• D• 5&y- Z C& P116nc: Phone: Tra Clash-ew► -3��C, Attorney En��;r N.une ar` 4 }'b.VAC Name Fa-&6;�r1h :�d<lress!LG�D I�V►Q Address: 49 Lee-USt- .w m' 074Y+D : T'hoi►e: �- 35�y4' Phone: Q�Z82- �, � �tfa1Z FAX Sj •90r1�✓' St rat e T:inks t Existing Proposed 0 7 Clmsili � n Number: Number; ® I Dis Size: Size: . Gro dwater overlav:G _ 98 o►cxc�S Above Ground: Above Gro'and: ^-A L_ot'�Area: Undcr�6round: Und6rground: e District Contents: Contents: Number of Buildings Utilities Existuxg: _ T►oi'12. Sewer -Per Yk-/Private PE3 Proposed:Water - Pubk/ate Demolition:Electrical =:r JUndcrg ound Gas ;4`�sluraUPro ane TQlal ]Floor Area b Use P l .!Idential:�9.R 1 ►2'2� S P;rkin r Spaces Curb C;utS J s• a5�,525�s. Required: — _-- Existing: Medical Office: Provided: � Proposed: CP - -- Commercial: -- 011-site To Close: _ Wholesale: Totals: __-- � Institutional: Industrial: — ��°' ��'`�" (Specify Use) --- k Old King's Higliway.Regional Historic Districts �Ao ' Approved? Yes/No . Hyannis Maui SVW* aterfront Kstoric District N o Approved? Ycs/No Previous Zoning Board of Appeals action? IJ G In Area of Critical Environmental Concern:' N d Project within 1.00' of Wetland Resource.Area? o Note that all signage.must be discussed with Ms. Urenas at the Building Department Fisted in National and/or State.Register of Historic Places?: Perimeter setbacks: Front Side: Rear: %Lot Coverage (buildings 8.pavemend: 4500— Number of Floors.- Floor Area: First Second: Other. (Specify): Are there Accessory Buildiugsr' trio Accessory Building Floor Please provide.a brief narrative description of your proposed project. 7Wt5 p1Awt shoWS a 29 lot afFor-ciuble houStiy3gc� err ale arm Zonmq r6da of -IW%5 ..ram. lam is 5ubrvt#k6 for 5Wp- Plow, JQLvIaW a5 cl cour4-L- Ja l asserr that IhaFe completed(or caused to be completed) this page arld the Sate Pfau.Review .9pplicatian and that to t<he/lest ofrrJyknors-ledge, the informad'on submitted here is true. Sa�raa- e > t Date �7C 1,7r10 17I0 Ti:. Clfi ?r�? is11—+IA:?;C f:CC J 1 1 1 1 1 1 7i \� TEST RESULTS � from G \� RUCK CFf*Y f2M ' at THE WOODLANDS VILLAGE \� LJN£NaU2G Mk \ � : i i � C� r :R n WATER Wo RKS Report M 81899583 ' ABORATORIES Date Collected: 8/18199 National Environmental Laboratory Accreditation Program(NELAP) Date Received: 8/ 88/99 New York State DOH Certified Lab No.11676 Page 1 of 1 Customer:Innovative Ruck System Inc. 200 Main St. Date Analyzed: 8/18/99 Client : Innovative RUCK Systems Inc Falmouth, MA 02540 Sample Location:Woodlands Lunenburg, MA 01462 a Matrix:Water -' Purchase Order#: Sample This sample taken by TJK at 11:00 AM on 8/18/99. Point of Description Collection: DOSE. � Misc ellaneous scan Report _rF Parameters tested meets EPA rima health related limits for drinkin water „� • j ' ` RESULTS r. `F Standard Plate Ct. + +++ No Limit Back ro Nitrate ® 10.0 m /L g and Bacteria 10cfu/100 ml 9 Indicator of Biological Waste (Primary) 0.10 *° Outside of Recom mended Limits Nl Visit us on the Web www.waterworkslabs.com [Tintegrity of the sample and results are dependent on the quality of sampling. The results apply only to the actual sample tested. Water PP Y Y p Works Laboratories shall be held harmless from any liability arising out of the use of such results. SEARSTOWNALL WEST i ' M 100 COMMERCIAL ROAD • LEOMINSTER, MA 0 1 453-3 333 (97S) I340-3941 a (800) 344-9977 �ridt I^'i GRDUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 08-24-99 Received: 08-24-99 Lab I D 28541 03 Container 250mL Plastic Preservation Cool i1 G 3 ry ^' Ni, ,�� i vn�di e s c" ram.'� , •"}^ ;. N s'�,et k'��y`}-�. R; Yhwa '4 �0,,..,,�Ir�I `r Ycs�`r� t"t L,e d - r n :.�, s* �,-' ?1.,.53 ;hy .a �u�; c'Ir.C�•".. w'"a�'t* ti � �Aal zed �t.,i�' St.� x'1 ^e,', ''�; .3' Method Nitrate(as Nitrogen) BRLI NOW mg/L 0.02 08-25-99 NI-0643-W EPA 353.2 --G Nitrite(as Nitrogen) 0.03 mg/L 0.02 08-25-99 NI-0643-W EPA 353.2 Lab ID 28541-07 Container: 500mL Plastic ��, Preservation H2SO4/Cool TNitrogen, !Total M10Nitrogen) r �1'3 mg/L 0.2 08-25-99 AM-0383-W EPA 350.1 Kjeldahl (TKN) 4.4 mg(L 0.5 08-25-99 TKN-i 3-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 0983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. .x Reporting limits are adjusted for sample dilution and sample size. y1 +W I„ —n Groundwater Analytical, Inc., P.O. Box 120' ' li 0, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER f. ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes 8i McGrath Sampled: 08-26-99 I � Lab ID 28602 03 Received: 08-26-99 Container. 1L Plastic k ,��", ' � Preservation Cool Biochemical Oxygen Demand Solids,Total Suspended 53 mg/L 17 08-26-99 BOD-0566-W EPA 405.1 _ 18 'k. mg/L 10 08-31-99 TSS-0366-W EPA 160.2 Lab ID 28602 15 Container h7�x 1 L Plastic. Preservation Cool .j'• Nitrate(as Nitrogen) BRL mg/L 0.02 08-26-99 NI-0644-W EPA 353.2 Nitrite(as Nitrogen) 0.03 mg/L 0.02 08-26-99 NI-0644-W EPA 353.2 s pH 6.9 pH 2.0 08-26-99 PH-0643-W EPA 150.1 Specific Conductance umhos/ 650 cm at 2 08-26_99 SC-0389-W EPA 120.1 Lab ID 28602-21 Container. 120 ml Plastic Preservation Cool �`, �R'M.�� �.ffti }dA�' ✓, ,�� � ; � til '' �n):.ts �0. ;'e��,� „¢ � ,,;�� � Y"��h°�; f..A� ``£,, 'a..s 8,.� �.t�',N F.n;-. ' Orthophosphate(as Phosphorus) BRLY• mg/L 0.1 08-27-99 OP-0208-W EPA 365.1 ri Lab ID. 28602-18 Container: . 250 mL Plastic Preservation HZSO,,/Cool Ammonia(as Nitrogen) •�•"" R ' �''" �' '� �"��� '� 1.5 mg/L 0.2 08-30-99 AM-0384-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 5,6 Mgt' 0.5 08-31-99 TKN-0394-W EPA 351.2 Phosphorus,Total 0.7 mg(L 0.5 08-31-99 TP-0394W EPA 365.4 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 0983),and a , Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest ' value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. e „ ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 n iWATER WORKS Report#:919947 L( ORATORIES Date Collected: ollected: 9/ 1/99 e' National Environmental Laboratory Accreditation Program(NELAP) Date Received: 9/ 1/99 New York State DOH Certified Lab No.11676 Page 1 of 1 Date Analyzed: 9/13/99 ` Customer:Innovative�.' Ruck System Inc. Client :Timothy M. Santos 200 Main St. Sample —j~_`+,ar Falmouth, MA 02540 Location:Woodlands: e ' .e' Lunenburg, MA 01462 Matrix:Waste Water ',. Purchase Order#: Sample This sample taken by TJK at 11:45 AM on 9/1/99. Point of Description Collection: DOSE. Miscellane ous Scan Report * **TKN Subcontracted to Massachusetts DEP Certified Lab, # M-MA138 Ell= RESULTS MEMO= MEN Nitrate e: 10.0 m /L T. K. N. g Indicator of Biological Waste (Primary) 0.10 mg/L Total Kjeldahl Nitrogen l 9 LM1010706-2H 0.10 r� 11; i k� ' *= Outside of Recommended Limits Visit us on the Web www.waterworkslabs.com 7M The integrity of the sample and results are dependent on the quality of sampling. The results apply only to the actual sample tested. Water Works Laboratories shall be held harmless from any liability arising out of the use of such results. SEARSTOWN' MALL WEST 100 COMMERCIAL ROAD • LEOMINSTER, MA 01453-3333 (97a) a40-2941 0 (aO0) 344-9977 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 09-09-99 -v' Lab ID 28850-03 Container: 250mL Plastic Received: 09-09-99 Preservation:AIR K R Cool &t --g Nitrate(as Nitrogen) 'All N EIRL mg/L 0.02 09-09-99 NI-0651-W EPA 353.2 Lab ID: 28850-09 Container: 250ml-Plastic Preservation: H2SO4 Cool g ggg 4 L Nitrogen,Total Kjeldahl RK, 5.5 mg/L 0.5 09-13-99 TKN-0397-W EPA 351.2 .''—'' Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised - Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA,1983),and EPA/600/R-93/100,(1993),and Standard Methods for the Examination Of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: 13RL Indicates result,if any, is below reporting limit for analyte. Repo.rting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. II ti' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 f� GRDUNDWATER a ANALYTICAL Inorganic Chemistry ' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 09_16-99 Received: 09-16-99 Lab ID 28961-03 Container: 250 ml Plastic Preservation Cool ' .Kw..., Y`..�YNi',;w ,. .Y �A�R o„rtn '� �`�^� Nitrate(as Nitrogen) BRL mg/L 0.02 09-17-99 NI-0657-W EPA 353.2 __ ---- EPA —_J ' Lab I D 28961 06 Container 250 mL Plastic Preservation H2SO4/Cool fi, �z5�a e� r,a t i t ,' h' by.�p:SUlty �tepO1tit1i1g7sl� x"S�.+'^�,ul Y %- `a' A 4 k ,'�'r k p�'- e -. '7� 1tL i„rk3s x Anal `� ra' Ys G �^-" �.'",� ���t Nitrogen,Total Kjeldahl(TKN) �'� '�` �'� ���•" ��'��"�, k 5.0 Lmg/L 0.5 09-22-99 TKN-0402-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for anaMe. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. (ti 41I 'Ai I Fa' _* Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL �i T' Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 09-22-99 Received: 09-22-99 Lab ID 29032 05 A S �� w kc Container: Plastic Preservation Cool onta 1 L ��'� A►nd. P,,� X '��a,:.y �"' �fi$ ��, CS���- ��� � ��3 R��n$R�€'�^�'�r k' 'EI�.+r�3'3�` "�...:4 4� �u- ti-.==w sE 21 mg/L 12 09-23-99 BOD-0582-W EPA 405.1 -j. Solids,Total Suspended' mg/L 10 09- - 99 TSS-0372-W EPA 160.2 24 Lab ID BRL 29032 17 Container: 500 mL Plastic s Preservation s COOT '�7k. 3t), r �nals�e "• '.ate •"lC� ' �l � 'R �` rtln�' k ��,� � �t c� x m,Vt"•' v" .b Lrti�� QIBafch° '" r A{�thotl Nitrate(as Nitrogen) BRL mg/L 0.02 09-23-99 NI-0660-W EPA 353.2 _ Nitrite(as Nitrogen) 0.03 mg/L 0.02 09-23-99 NI-0660-W EPA 353.2 pH 6.9 PH 2.0 09-23-99 PH-0661-W EPA 150.1 Specific Conductance um at _ 540 cm at 2 09-23-99 SC-0403-W EPA 120.1 Lab ID 29032 20 Container 125 mL Plastic Preservation Cool %ir^ � '��r A � � � �' •fir s '�af r.. "�h. °� "'� k Y N:� �.e'd ,,s , . 7 ,. n,�C� � r .N'�• '` f° '"`�:�r t��Itlllt� hh�,�d�ZC47 r, � ����" '�'"'Meth"o"d�' Orthophosphate(as Phospho rus) sa� '� ' '� 4� '• t BRL mg/L 0.1 09-24-99 OP-0212-W EPA 365.1 , Lab ID 29032 11 Container r 250 mL Plastic ,�,, Preservation: H2SO4/Cool ;oI?ae� i v ! � �� .,�;"a § 'sx �1 U�t'111$ c£"�-a z�,�y^? �r'xm' ,�*�•u,.,,. +.roa. ;� � �4A�s ' -:r�. .. t11t5� Ammonia(as Nitrogen) 1.2 � mg/L 0.2 5 09-23-99 AM-0393-W EPA 350 -7 Nitrogen,Total Kjeldahl (TKN) i .1 1 mg/L 0.5 09-27-99 T .KN-0403-W EPA 351.2 Phosphorus,Total 0.8 1 mg/L 0.5 09-27-99 TP-0403-W EPA 365.4 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020, Revised(1983),and rv� Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). ' Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest ) value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. `4�1 "T' I M „ �F t Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry ' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 09-29-99 ' Received: 09-29-99 2917 Lab ID 7 06 Container: 2S0 mL Plastic i� Preservation Cool ,emso �•a;�.+*Fs, -♦�'Y9s;F"�. 1n �r(�`'��Cz�l �"��4,�����IYIet�lU� `��'+ Nitrate(as Nitrogen) a�.• rw�, BRL mg/L 0.02 10-01-99 NI-0668-W EPA 353.2 � Lab I D' 29177-03 Container 2S0 ml Plastic Preservation H SO /Cool �'v�. '� ,„• �.�'���'�`- �e$ti x h.t Y •�nl $ 1 .`i a ��,� P4x�.i-�"S' i�t �'� .n r t�;'�j"� �r'r^"a'`�''Z*`^�,��mt Nitrogen,Total Kjeldahl (TKN) 4.6 � �mg/L 0.5 10-13-99 TKN-0409-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination $ APHA,Eighteenth Edition(1992). of Water and Wastewater, Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. ya? Reporting limits are adjusted for sample dilution and sample size. s,3 -Ht a 1 I t Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street,,Buzzards Bay, MA 02532 GROUNDWATER n' ANALYTICAL Inorganic Chemistry ' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 10-07-99 Received: 10-07-99 Lab ID 29346 06 Container 250 mL Plastic Preservation Cool ,..r �r •s`:"� '�� A11a xr� �. tsµs z�'�'a r'�, a ". iaya 1`ft ,.f fih `. 'kyHr;,4: - ,.'3�w�`�tl lta..t•^� t ltz f�t (1 g ,gat "4� ate"{" x Mi u�'An I,z +,. �q g e'a !�� s � r3 {'� k y�l.��u �7"� ,y,,µxrft yt��� � aMethdll� �4'f�a Nitrate(as Nitrogen) BRL mg/L 0.02 10-08-99 NI-0672-W EPA 353.2 Lab ID 29346-03 Container: 250 ml Plastic Preservation H2SO4/Cool '.�, Nitrogen,Total Kleldahl(TKN) ' �3�.4 ,* mg/L 0.5 10-15-99 TKN-0410-W EPA 351.2 4' Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised 0983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. •; Reporting limits are adjusted for sample dilution and sample size. 7+ Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 'F GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 10-14-99 Received: 10-14-99 Lab ID 29468-09 Container 250mL Plastic Preservation ,�, Cool 1 k Re)r IN z a,'n.:I"• ,x'V i S `'`t > z-' t i� 1nft5Fa( L�a tJa aF r ag j M Fty 0.,,,,a. ', � X"NIX, r'.;� 1 �.:.. Nitrate(as Nitrogen) BRL mg/L 0.02 10-15-99 NI-0675-W EPA 353.2 Lab ID 29468 03 Container 250mL Plastic Preservation H2SO4/Cool Will 4-.3 �F� 1al�z ,r`pBr atT Nitrogen,Total Kjeldahl (TKN) �k.`. °t 3.4 mg/L 0.5 10-25-99 TKN-0413-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, ?� APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating.conditions. Reporting limits are adjusted for sample dilution and sample size. t 4,' as r. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 10-20-99 Received: 10-20-99 Lab ID On 29579 02 t 1 , C ainer 1L Plastic Preservation Cool ,.,X t>:r.'i �� .� " t'� ri k. "7�'r'7,'; r•saz s^, 4>< a*,+.> �4i, .<.a }�jt� ,, � � � t�� � � � � �`"`����2��l�a�ch�'s �-� �f�h�`ethod .,�+F ..�,.�1 } `�.--"�14� - �r v� r r 1 � 's..>s` A>w4�-a5-�r.a .. ?{m 1� a _ s,Al'�Ill L"_'.'^al°' ,ty rr`��t��,�,w�M'�.�"s'%�r�r'.,�Biochemical Oxygen Demand 17 mg/L 9 10-21-99 BOD-0599-W EPA 405.1 "r Solids,Total Suspended BRL €� 10 10- mg/L' 25-99 TSS-0379-W EPA 160.2 Lab ID 29579 05 Container SOOmL Plastic Cool � Preservation "IAi Me od Nitrate(as Nitrogen) BRL mg/L 0.2 10-22-99 NI-0679-W EPA 353.2 Nitrite(as Nitrogen) BRL mg/L 0.02 10-22-99 NI-0679-W EPA 353.2 j pH 6.8 pH 2.0 10-21-99 PH-0680-W EPA 150.1 umhos/ Specific Conductance — 560 cm at 2 10-21-99 SC-0417-W EPA 120.1 Lab ID 29579 08 t� � n Container: 250mL Glass Preservation: �+ N Cool 5 c'. `N b�`a'� ,t�,ll .��az`{+ .,.s.:. Orthophosphate(as Phosphorus) P BRL mg/L 0.1 10-22-99 OP-0218-W EPA 365.1 Lab ID Plastic 29579-14 Container: 250mL ' z` PPreservation H SO /Cool �9i'$t�i' �+.§b����th� in $ ;' Sa t,I111NQ 5; Ammonia(as Nitrogen) 0.4 mg/L 0.2 10-26 99 AM-0404-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 3.0 mg/L 0.5 10-28-99 TKN-0414-W EPA 351.2 Phosphorus,Total BRL mg/L 0.5 10-28-99 TP-0414-W EPA 365.4� Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and ' Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Ex APHA Ei hte Examination of Water and Wastewater, _ g enth Edition(1992). _ Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be relia bly quantified under routine laboratory 0 Re ry Aerating conditions. Reporting limits are adjusted for sample dilution and sample size. t, 1 P, Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ---71 a' - GROUNDWATER R' ANALYTICAL ' Inorganic Chemistry Field ID: Dose _ Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 10-28-99 29718 18 Received: 10-28-99 Lab I D Container: 250 mL Plastic Preservation: � 2 W ,�x Cool s' ,r Rpyy�Tung ."d7�,..,t�. g ,,,n rSv Y+F � QG`�a chi �Me hod �'"���'� wrx �,� Nitrate(as Nitrogen) � .=r BRL mg/L 0.02 10-29-99 NI-0685-W EPA 353.2 Lab ID 29718-21' Container 250 ml Plastic Preservation: H2SO4/Cool to$)+t�"c 4 a � d w d r ��y u� L Nitrogen,T6tal Kieldahl (TKN) - 3.9 mg/L 0.5 11-01-99 TKN-0416-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, .W1{ APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. m- Reporting limits are adjusted for sample dilution and sample size. Gm y r R r si Y 3t 4v "J Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r GROUNDWATER ANALYTICAL 1 "5 Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 11-03-99 Received: 11-03-99 ' Lab ID 29848 03 Container: 250 mL Plastic Preservation Cool 'r +p�`ry .""'�`-:�,n ,r) ,"' ndly2da � CBafCh Ya 1V�et�_d Nitrate(as Nitrogen) BRL mg/L 0.2 11-04-99 NI-0690-W EPA 353.2 Lab.ID 29848 06 y Container: 250 mL Plastic Preservation H2SO4/Cool J m-... � " .��� 4�-L►mtt���..F ,��. y��$ ��S�Bafc�hg�� ethod�,,�� Nitrogen,Total Kjeldahl (TKN) 3.4 mg/L 0.5 11-1.5-99 TKN-0423-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. �ssl a� Y' e' s� s'� Groundwater Analytical, Inc., RO. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL ` Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 11-17-99 Y' Received: 11-17-99 Lab ID 30094 11 Container. 1L Plastic 7 , Preservation Cool }�Y. �r4� trra� y .•,. q� a����,:` F �` 1)_1>�5 + g tale 1fl rt tSstU �, 1 Biochemical Oxygen Demandv 18 mg/L 11 11-18-99 BOD-0617-W EPA 405.1 Nitrate(as Nitrogen) 0.02 mg/L 0.02 11-18-99 NI-0701-W EPA 353.2 -' pH 6.8 pH 2.0 11-17-99 PH-0701-W EPA 150.1 Solids,Total Suspended BRL mg/L 10 11-22-99 TSS-0388-W EPA 160.2 Specific Conductance umhos/ `R 500 cm at 2 11-18-99 SC-0430-W EPA 120.1 Lab I D 30094-17 Container 500 mL Plastic Preservation Cool 4 .' 3If�lf P� rn'�,r`-r3tav'4,, tax u I If Orthophosphate(as Phosphorus)P BRL mg/L 0.1 11-18-99 OP-0224-W EPA 365.1 Lab ID 30094-02 Container 250 mL Plastic a Preservation HZSO4/Cool t -Anal sr 3• _ " v-ass t r �'7517 �t J a x (i✓ ?' 'dta h jVt kfi ,. t� FNitrogen, onia(as Nitrogen) 0.4 mg/L 0.2 11-19-99 AM-0417-W EPA350.1 Total Kjeldahl (TKN) 3.0 mg/L 0.5 11-22-99 TKN-0427-W EPA 351.2 ;+ Phosphorus,Total 0.5 mg(L 0.5 11-221,99 TP-0427-W EPA 365.4 r� Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,0993),and Standard Methods for the Examination of Water and Wastewater, i APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating Reporting limits are adjusted for sample dilution and sample size. b conditions. i ,Fa -,7 ' ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 - GROUNDWATER :rt ANALYTICAL M Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous - � Client: Holmes&McGrat Sampled: 11-23-99h Received: 11-23-99 Lab I D 30236-03 Container: 250 mL Plastic Preservation: Cool Ana aw ,, sky S4 - ,_' i�g�e[}Ortl ., �„. .�.. ��_ °.-E ft.� �' � u.•c ikr�c CJfil�s� '� et � its d N,M Y BRL mg/L 0.02 11-24-99 NI-0704-W EPA 353.2 Lab ID• • 30236-06 Con _ tainer• t 250 mL Pl 'astir Preservation: H2SO4/Cool � �� Nitrogen,Total Kjeldahl (TKN) Lat 3.2 mg/L 0.5 11-30-99 TKN-0430-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Ago -t. f _ 0 3;x --n ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street B uzzards Bay, MA.02532 9� !-711 GROUNDWATER y' ANALYTICAL Inorganic Chemistry ' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous r ' Client: Holmes&McGrath Sampled: 12-01-99 Received: 12-01-99 Lab ID 30308-03 Container: 250mL Plastic Preservation Cool 'P Nitrate(as Nitrogen) BRL mg/L 0.02 12-03-99 NI-0710-W EPA 353.2 Lab' ID: 30308-06 Container: 250mL Plastic Preservation H2SO4/Cool ,v�'' .lh �.. ° , ,Y.;n �`� lv� lt� P ` n 1.Ii It .. ,> ti tr§ a ;u�r>3' .k�k Nitrogen,Total Kjeldah)(TKN) 2.1 mg/L 0.5 12-03-99 TKN-0432-W EPA 351.2 `-� Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 1983 and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA,( ) EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyze. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. r� -7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GRDUNDWATER ANALYTICAL RInorganic Chemistry Field ID: Dose _ Project: Woodlands/98321 Matrix: Aqueous Client: Holmes& McGrath Sampled: 12-08-99 Received: 12-08-99 Lab ID 30465-03 i Contaner 250mL Plastic Preservation Cool A " g� M I c R d} Bit 8� F Nitrate(as Nitrogen) 3.5 mg/L 0.2 12-10-99 NI-0717-W EPA 353.2 -a Lab ID 30465-06 Container: 250mL Plastic Preservation H2SO4/Cool a ?" MR. E �� hod Nitrogen,Total Kjeldahl (TKN) 2 0 � � mg/L 0.5 12-15-99 TKN-0436-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Detetmination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,0 993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for anaMe. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. J� i +xk ' ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Y� Inorganic Chemistry ' Field ID: Dose Aqueous Matrix: A Project: Woodlands/98321 q Client: Holmes&McGrath Sampled: 12-13-99 Received: 12-13-99 ~' Lab ID: 30553-03 Container: 250 mL Plastic Preservation Cool �101 Nitrate(as Nitrogen) BRL mg/L 0.2 12-15-99 NI-0721-W EPA 353,2 Y'r Lab ID: 30553-06 Container: 250 mL Plastic Preservation: HRD zSO4/Cool (tl.Sin X # s ., ,� ,n38af+�ht �M�thod„" � � �.. � WaO a ,r� ' Nitrogen,Total Kjeldahl (TKN) 2.1 -mg/L 0.5 12-15-99 TKN-0436-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, Vs APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routin e laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. —71 W� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ;! ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 12-20-99 Received: 12-20-99 Lab I D 30699-33 # Container 1L Plastic �-;,- s Preservation Cool t 1 iF.a-' ?� �� ; ,2°e, aY r t4� ', ''§5�'� ?7a 5^ktg�.�'�' pin.c� c t . ^'i��,s-.�.'MU FOR ENE " ,'♦"S`U{ts`", r 1d4 ( p +J n' -+`"ff' 'ZV "lyx� e'thli(1'�"S�^',+a r„,sc } .ts"�r".�w55..Biochemical Oxygen Demand 10 mg/L 7 12-21-99 BOD-0636-W EPA 405.1 Solids,Total Suspended BRL mg/L 10 12-22-99 TSS-0396-W EPA 160.2 Lab ID: 30699-02 i Contaner: 500 mL Plastic �y Preservation Cool Nitrate(as Nitrogen) 1.2 mg/L 0.2 12-22-99 NI-0726-W EPA 353.2 Nitrite(as Nitrogen) 2.9 mg/L 0.02 12-22-99 NI-0726-W EPA 353.2 ' pH 6.9 pH 2.0 12-21-99 PH-0715-W EPA 150.1 Specific Conductance umhos/ 580 cm at 2 12-21-99 SC-0439-W EPA 120.1 Lab ID 30699-38 Conta iner: 250 ml Plastic a,� ,fib y5 Preservation: COOI �t ,` 'j"i ,._ r.� ��r+R�e r:, nr f ull •' R zlJtti:. ._ ''' M ,` 1+'Ss�k Orthophosphate(as Phosphorus) 0.2 mg/L 0.1 12-22-99 OP-0229-W EPA 365.1 Lab ID 30699-12 Container. 250 mL Plastic Preservation H2SO4/Cool " 3 ' g x`� � `4S i - „ �t dt '.+ 's`t' It /R �tt1 M Z' i� ,yak �'r Ffl"kE, � PE, �l� t�l ¢ y,% Ammonia(as Nitrogen) 0.3 mg/L 0.2 12-22-99 AM-0429-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 2.9 mg/L 0.5 12-27-99 TKN-0439-W EPA 351.2 Phosphorus,Total 0.6 m L g/ 0.5 12-27-99 TP-0439-W EPA 365.4 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised 0983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER T ANALYTICAL a� 4 Inorganic Chemistry Field ID: Dose Project: Woodlands/98413 Matrix: Aqueous Client: Holmes&McGrath Sampled: 12-27-99 Received: 12-27-99 Lab ID 30783-03 i Contaner: 500mL Plastic 4 ,y Preservation Cool ` z S 4� f a ng T A As F I y S3 ti E r2ra�'t <s :r, ; t1f t 1 �t �Anaj} dtc r�sfi �toda '. Mly Nitrate(as Nitrogen) 0.53 mg/L 0.02 12-28-99 NI- 0728-W EPA 353.2 Lab ID 30783-06 AN' w Container. 250mL Plastic Preservation H SOdt/Cool 7r; nAk�bap as O� n F'.,d a ry r'' 1;B7—b�4 ,�'4.,4� ,`w°��d`m£jj^♦��y �nQ�{r � fi -kfifra 1` Sp�M�t��Vl�� Nitrogen,Total Kjeldahl(TKN) 2,5 mg/L 0.5 12-30-99 TKN-0440-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised 0983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, fin; EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, -' APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Ili Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL 4� -'' Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous t' Client: Holmes&McGrath Sampled: 01-03-00 Received: 01-03-00 Lab ID 30862-03 Container: 250 mL Plastic Preservation Cool �i��sYY e a x Td� y t3` i:' i"rk ry r A ,Fi i�;xe."tv�r"?ft ' 13N�Cirrt`� ,. d nr tin 4ra�,-a adsT� yw;��s §, :. lnXlitiitnaly�ielr� �Bac�i `Me-" hrad ,p� Nitrate(as Nitrogen) 0.8 mg/L 0.1. 01-05-00 N1-0729-W EPA 353.2 Lab ID 30862-06 � Container: 250 mL Plastic �'�; r�}` i '� 3 . b. ..5`�ia� ,J',��t �# ''�.��� nv 7 � 'ix�:• h .� ; Preservation: H2SO4/COOI "'.���� ��, .� al�,�e 4S' + �7'' �"Th� r 4 i ;"A"' ryx� R 1•tlnbe a,: h'ti'+.�-�„ met $ d' n .}. r . �'�"r h.:"r3- r�d:�`•+�c�, `' -,�'���,-.; p �,�,Re�Ja1.�r-`'r' mis �,'�' a��K;4 alb �-�-� fw��i��. "fix�r�* y��*.��ySk35^ya�k..�[�.,g u'�* _ .:� "' .3.,F ..wM'k�fr�� �✓n�'"''t''"...c,+.r' � LIin1 - � f�.,,i 13eBatG �.'� 'a`x^A��'iMetO� 'E''t ' Nitrogen,Total Kjeldahl(TKN) 0.7 .,� mg/L 0.5 01 05-00 TKN-0442-W EPA 351.2 Method References: Methods for Chemical Analysis of Waterand Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. r `T v' 713 A ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GR13UNDWATER Y_■ ANALYTICAL ry Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous `:' Client: Holmes&McGrath Sampled: 01-10-00 Received: 01-10-00 Lab ID: 30997-03 Container: 250 mL Plastic Preservation: Cool esul "" ,— If ol "M - M. ' P 77' Wig M "" upod Nitrate(as Nitrogen) 1.3 mg/L 0.02 01-11-00 NI-0732-W EPA 353.2 TM' Lab ID: 30997-06 Container: 250 mL Plastic Preservation: H2SO4/Cool I MINIPUMP n' Nitrogen,Total Kjelclahl (TKN) 3.5 mg/L 0.5 01-12-00 TKN-0444-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and —Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL -� Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 01-18-00 Received: 01-18-00 Lab ID 31122 03 Container 250mL Plastic Preservation Cool yax a*ab ` 7. 0 g r s� s 3'ls•t` �� �fi, �irllT,�x y rI11t5'Aft 4ngS tk S bFn+ir ," ' ,. f Ah�Iyzed ��QGBa�ch '� �'Metiod' A Nitrate(as Nitrogen) 0.69 mg/L 0.02 01-19-00 NI-0739-W EPA 353.2 Nitrite(as Nitrogen) 2.2 mg/L 0.02 01-19-00 NI-0739-W EPA 353.2 Lab ID: 31 122-06 Container 250m1 Plastic Preservation H2SO4 4/COO) w' Nit rogen,Total Kjeldahl (TKN) ���" g,��•` � �,r- 6.4 mg/L 0.5 01-20-00 TKN-0447-W EPA 351.2 _ Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and ^ Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest ' value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. _.4 r Groundwater Analytical Inc. P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL -� Inorganic Chemistry Field ID: Dose Project: Woodlands/98412 Matrix: Aqueous Client: Holmes&McGrath Sampled: 01-31-00 Received: 01-31-00 Lab ID 31277-17 Container. 1L Plastic Preservation: Cool 1Z. Biochemical Oxygen Demand 11 _ mg/L 8 01-31-00 BOD-0659_W� EPA 405.1 Solids,Total Suspended BRL mg/L 10 02-01-00 TSS-0406 W EPA 160.2� -� Lab ID: 31277-03 i Contaner: 250mL Plastic Preservation Cool c o a� .f}3 i nal �mfl a � K c ��'`.`Rest#A �``t,Ft rKi�, feportirlg Ar 'v�, ajk� x4t` 7T -fin ' tn ! ,¢. •,-�_r� r a .a r� "¢ Kr IISa 3 YAl1dl�Zed � ( 3g 3r Method���. . .,..., ?.sn:.+-.,n.: .. •ailxr wt+xx&;2;;'-?.+,ltd.+.}`'�,"d...rt r�"3 Z'r:stz �..7�a1•x'x'.a :p "'`+:Nitrate(as Nitrogen) 1.0 J"` -" "���•'�`` — — mg/L 0.02 02-02-00 NI-0747-W EPA 353.2 Nitrite(as Nitrogen) 4.2 mg/L 0.02 02-02-00 NI-0747-W EPA 353.2 ' pH 6.7 pH — -1 2.0 01-31-00 PH-0740-W EPA 150.1 Specific Conductance host ------ 550 cm at 2 01-31-00 SC-0454-W EPA 120.1 25 Lab ID 31277 13 Container 250mL Glass � x 'L y� Preservation Cool rtNFig;.:. �' rtt rYc'�1z; Tv, Limlt� Ah l�+zed — :C a c 1Vtethod x" r ,s. b a,. 1 2 sM Ya Orthophosphate(as Phosphorus) 0.8 r mg/L 0.1 02-02-00 1 OP-0236-W EPA 365.1 . Lab ID 31277-07 Container 250mL Plastic PreservationCool y iR T. naily .?1 1a i ..f 1 &'F YrK H2SO4H �O s �Nitrogen, �mmonia(as Nitrogen) 2.6 mg/L 0.2 02-01-00 AM-0442-W EPA 35 i T 0 1otal Kjeldahl (TKN) 4,0' mg/L 0.5 02-03-00 TKN-0451-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 1983 Methods for the Determination of Inorganic Substances in Environmental ( ),and EPA/600/R-93/100,(1993 and Samples, US EPA, Stan dard Methods for the Examinatio n of W APHA,Eighteenth Edition(1992). Water and Wastewater, — Report Notations: BRL Indicates result, if any,is below reporting limit for analyte. Reporting limit is the lowest f `_ value that can be reliably quantified under routine laboratory operating conditions. Reporting.limits are adjusted for sample dilution and sample size. "1 �t t ^� Groundwater Analytical, Inc., P.O. Box 1200 228 Main Street, Buzzards Bay; MA 02532 JIT GROUNDWATER - ANALYTICAL '' Inorganic Chemistry Field ID: Dose Project: Woodlands/98412 Matrix: Aqueous Client: Holmes&McGrath Sampled: 02-02-00 Received: 02-02-00 Lab ID 31321-01 Container xi 2 SOmL Plastic Preservation: Cool # '�'� t e� jt r��4 r1 x l� ,.c '� �r �' ' 4��..tx;'�}.�g�� 'FaS i6�k�•?` ��°�'t 1111'G 4� `�`L�r'w;�`�^������ Nitrate(as Nitrogen) = •. 0.32 mg/L 0.2 02-04-00 NI-0748-W EPA 353.2 _ Nitrite(as Nitrogen) 3.4 mg/L 0.2 02-04-00 NI-0748-W EPA 353.2 Lab ID 31321 04 i" Container: 250mL Plastic Preservation:PreS@atlOn: H2SO4/COOI ��.� ResUlt� � Nitrogen,Total Kjeldahl (TKN) 3.0 mg/L 0.5 02-03-00 TKN-0451-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020 Revised(1983),and Methods for the Determinat ion of Inorganic ' EPA/600/R-93/100,(1993),and Standard Meth ds for the Examination of Water l and Waes, US stewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. _N .1 t Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 -1 GROUNDWATER ANALYTICAL A Inorganic Chemistry -' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous " Client: Holmes&McGrath Sampled: 02-09-00 ' Received: 02-09-00 Lab ID 31437-03 Container: 250mL Plastic Preservation Cool }.'rtrAS # z}: •t' °►n Se ; ^+ ,�., y. }, f� rtl �`fih' ,"hic. t" %g7l 2� r t':. W 5 '�4 'ihG7t�t�lut�`a' i11�t• �, �r... 9�xwd".m�.�,9"'.5.��... ��'fi.... �InSf `y'�ara�a �,+. .� � �"��.`f3' rtd�yZe(ls �(�C��a�trh�' in— Nitrate ��,,((•• (as Nitrogen) 1.5 mg/L 0.02 02-10-00 NI-0753-W EP.�sti�A 353.2 _ Nitrite(as Nitrogen) 2.4 mg/L 0.02 02-10-00 NI-0753-W EPA 353.2 •� Lab ID 31437-09 Container 250mL Plastic Preservation H2SO4/Cool LT-1,11"WE"409 -A°s� ��a�ss }¢.�_.-;��. i�,.�� � :lltll,"'w,� �n ✓+��as y'y��'��'�^,s''',"tn}7j"�,`�,�s`z� �'Y'`�rM@�llo(l� Nitrogen,Total Kjeldahl (TKN) 5.1 mg/L 0.5 02-10-00 TKN-0455-W EPA 351.2 Method References: -Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, ' EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified Reporting limits are adjus ed forsample dilution iion and laboratory operating size. conditions. ra� p 7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 - GRDUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98412 Matrix: Aqueous Client: Holmes&McGrath,Inc. Sampled: 02-24-00 ' Received: 02-24-00 Lab ID 31656-01 Container. 250ml.Plastic �a 4t " r 'pot`'" a qq a _ Preservation Cool Y 1i sz �' xx n X ,y} r� J `� Nitrate(as Nitrogen) BRL mg/L 0.02 02-24-00 NI-0760-W EPA 353.2 Nitrite(as Nitrogen) 0 11 mg/L 0.02 02-24-00 NI-0760-W EPA 353.2 -�' Lab k I D 31656-02 656 Container. 250mL Plastic -Preservation: H2SO4/Cool ~} 'z' �-y $ vsa s �, $,r� � �. ����k' �" �•'.r���: �tatlt�'�� a ���G�`gdt��`�sr`�`��^��1'4$�tllpCl r Nitrogen,Total Kjeldahl (TKN) � ' �r`� 3.7 mg/L 0.5 02-24-00 TKN-0459-W EPA 351.2 Method References: Methods for Chemical Analysis.of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and -wkf" Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, '- APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. I� X,r ^t , n t r.{ ]y Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL .�1 Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 02-29-00 Received: 02-29-00 Lab ID 31734 04 Container 250mL Plastic Preservation Cool 4��'S�'b'�9v��y�,�,�'��rr �„ � ���..`s 'v'�°5 ��E'S r�Vi��." �n�IJI'It #R `����ry+:. Y�t��3,•�i3. ��''t ""�+�'°��``�� s^��� 1ti��'i` .�" ��p�"�7.: 'G'' BRt mg/L 0.02 03-01-00 NI-0762-W EPA 353.2 _ Nitrite(as Nitrogen) 0.04 mg/L 0.02 03-01-00 I NI-0762-W EPA 353.2 Lab ID 31739 03 Container. 250mL Plastic Preservation H� z SOa/Cool FTK 't��i . 33��.�'},kMl"thcjd u' 5`�� T � ��.Nitrogen,Total Kjeldahl (TKN) 2.4 mg/L 0.5 03-01-00 0461-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983.),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest -'n q value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. �9 'A C T+— . 72 ' Groundwater Analytical, Inc.,.P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GRDUNDWATER ANALYTICAL wt ^, Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous , 6 ,r Client: Holmes&McGrath,Inc. Sampled: 03-01-00 Received: 03-01-00 Lab ID 31768-01 Container: SOOmL Plastic Preservation Cool �rZer �3 ..e6 ;.Y`v . .._ '�• .-�-&f'y d ��., ¢�f1 i^ �, ,;x,st• €- �1'r� ��, � 1�. F�nall 'L� �y4�Qa 's' r���'4ts �� aua ' Nitrate(as Nitrogen) BRL mg/L 0.02 03-01-00 NI-0763-W EPA 353.2 Nitrite(as Nitrogen) BRL mg/L 0.02 03-01-00 NI-0763-W EPA 353.2 Lab ID 31768-02 Container: 250mL Plastic Preservation: H2SO4/Cool r c?:s. � t �, 7��N�'��t� �r 1( " $va� ,:.Y`�^ Ammonia(as Nitrogen) - -- �--�•-A . BRL mg/L 0.2 03 03-00 AM-0453-W EPA 350.1 Nitrogen,Total Kjeldahl(TKN) _ 2.4 mg/L 0.5 03-03-00 TKN-0462-W EPA 351.2 Phosphorus,Total 0.7 mg/L 0.5 03-03-00 TP-0462-W EPA 365.4 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 0 983),and s Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. ' Reporting limits are adjusted for sample dilution and sample size. 7 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL M Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 03-06-00 Received: 03-06-00 Lab ID 31859-01 Container: 250ml.Plastic b �s PfE'S2NdtlOn COOT .°�� }�✓ ,w R �'St q �y Nitrate(as Nitrogen) � Frtlf� BRL mg/L .0.02 03-07-00 NI-0766-W EPA 353.2 Nitrite(as Nitrogen) 0.02 mg/L 0.02 03-07-00 NI-0766 W .: EPA 353.2 Lab ID 31859 02 Container 250mL Plastic H2SO4/Cool Preservation -p �° Nitrogen, mcui Total Kjeldahl(TKN) 3.6 mg/L 0.5 03-07-00 TKN-0463-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes; US EPA,EPA 600/4790-020,Revised(1983),and " Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified routine laboratory Reporting limits are adjus ed forsample dilut on size.andample ze rating conditions. 1 :T `' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 03-22-00 Received: 03-22-00 Lab ID: 32169-01 Container: 500mL Pl astic Preservatlon H SO /Cool WE ' xt-.::i,5 H2SO4 5� �aE -ita 'fir- ;�kleS`ulf ,�3E�� r11t$ i'�' ��,��te�` #sArla 'Z' i s r ptaw o� t Y ed �Cc t►1et�al � , g :t`mw. ;,.r'r171Mf'a: 1 '4..`"�i`7:irlr '.a �'f Nitrate plus Nitrite(as Nitrogen) 4.3 mg/L 0.2 03-22-00 NI-0774-W EPA 353.2 - Nitrite(as Nitrogen) 5.4 mg/L 0.2 03-22-00 NI-0774W EPA 353.2 ;;;: III' J Lab ID: 32169-03 Container: 120mL Plastic Preservation H2SO4/Cool ..` d.� nd��ZL'(le'� G`+-BafC.11 ' Room -' X�a aJ•;st �~� +'�,e' u `�t;i;�.b a=«��rtnr)t '��� e: �..�. w:�.. t -�, r �-t ri1'tethod .��' Nitrogen,Total Kjeldahl (TKN) 3.0 �. . ,. ..�., x€z R ��k�'}�` ""` mg/L 0.5 03-23-00 TKN-0472-W EPA 351.2 Method References: Methods for Chemical Analysis of Waterand Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL--�;, Indicates result,if any,is below reporting limit for anal e. Reporting l yt p ti limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted-for sample dilution and sample size. p ffi1 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 r GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose ' Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 03-30-00 Received: 03-30-00 Lab ID 32323 01 Container: 500mL Plastic V Preservation COOT � r y si_ FAe -�tt .N rlt A #, rtln `� a d "si SsF a kA a 'AnalyEEd sd � Clib S� EthOd�e� . on Nitrate(as Nitrogen) BRL mg/L 0.02 03 31-00 NI-0781-W EPA 353.2 Nitrite(as Nitrogen) BRL mg/L 0.02 03-31-00 NI-0781-W EPA 353.2 �'' Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). !� Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. IM' I q, ,yA j. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 fi GROUNDWATER ANALYTICAL Inorganic Chemistry I� Field ID: Dose Project: Woodlands/98321 Client: Holmes&McGrath Matrix: Aqueous `" Sampled: 04-18-00 ' Received: 04-18-00 Lab ID 32676-01 Container 250mL Plastic Pl— � ��Y '� cr"` * ``. Mx ' 7 s x• z Preservation COOT ] �a+13l �I1�Ytex& �:+ t•a,�' R '.rGng 1'^d�`#i `� r Rlr d �k :� X,,LO ZE' OEM tC� v r5p Nitrate(as Nitrogen) � ��' 0.17 mg/L 0.02 04 19-00 NI-0795-W EPA 353.2 Nitrite(as Nitrogen) 1.4 mg/L 0.02 04-19-00 NI-0795-W I EPA 353.2 Lab ID 32676-02 Container: 250mL Plastic Preservation HZS04/Cool Y�{ i�"+�'P�C.£� ,�� �3sA �1� �" .," ���` 'q^�•� f Ft "t`�sSit�e�O�ing �t£� s{r�s ,- z�, eT�� .-•'��,�.�.�u�3'i�y 'a� �'�� r��N ZOO,Bwtch lthod �' a: t..; .'-�`'� 7n•. 'ri, � �. r:�L�irrilt¢�,,,,rV",.3'.n? � ,�.:.. n,�.��si;�n s+� Ammonia(as Nitrogen) 0.4 mg/L 0.2 04-20-00 AM-0477-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 2.6 mg/L 0.5 04-21-00 TKN-0484-W EPA 351.2 y� Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020, Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). 4~� Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. i 7 .Stir T r ,al ' Groundwater Analytical, Inc.,,P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 -. GRDUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 04-25-00 Received: 04-25-00 Lab ID 32825-01 Container 500mL Plastic Preservation Cool .L. G`LY�fPE' amp `�Y �Vr x� C'71Z Nitrate(as Nitrogen) 6.8 mg/L 0.2. 04-27-00 NI-0799-W EPA 353.2 Nitrite(as Nitrogen) 2.6 m L 0.2 P� 04-27-00 NI-07 -99 W EPA 353.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020, Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, - EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, .ry APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. s« µ' i� -;' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 } GROUNDWATER ANALYTICAL 1� i:,, Inorganic Chemistry Field ID: Dose Matrix: Aqueous Project: Woodlands/98321 Sampled: 04-25-00 i Client: Holmes&McGrath Received: 04-25-00 Lab ID 32825-02 Container 250mL Plastic Preservation: H x,eM��wvp_, qtllt'+�3^� ,y�r2a fySO thCool u MillM �Ammonia(as Nitrogen) 0.26 mg/L 0.2 04-26-00 AM-0480 W EPA 350.1 _71 Nitrogen,Total (as TKN, 12 mg/L 0.5 04-27-00 TKN-0799-W EPA 351.2 k Nitrate and Nitrite) 04-26-00 NI-0487-W EPA 353.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, F EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, J APHA,Eighteenth Edition(1992). Report Notations: BRL. Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. _t Reporting limits are adjusted for sample dilution and sample size. i. j I Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i� GROUNDWATER ANALYTICAL i Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 05-08-00 Received: 05-08-00 Lab ID 33087 01 i Contaner 250mL Plastic Preservation: Cool a, a lyt tx r k a 4 h ' c g...S;•Y^75P �,�,�-, 941 �g��I�t11Y��'��'1:1.��1�i`hvL�yrC y}'.vu�l"'l�`�4�.�r•,",„y��q�C�I1�.w_F'�'��.4���z�`��t'Cib��z�� Nitrate(as Nitrogen) 0.06 mg/L 0.02 05-10-00 NI-0808-W EPA 353.2 Nitrite(as Nitrogen) BRL mg/L 0.02 05-10-00 NI-0808-W EPA 353.2 t' Lab I D 33087 02 Container: on ainer. 250m1 Plastic Preservation H2SO4/Cool rml h p c r r• PRIOR � 'G's, e-:��`�k �r�"rk`�c•.3,�,�k`if`��,s�.,�iC 'g'�tc•; ''`„"k?. vt�. ' .,._ . �. � �. .•,�;�'r�w-�_` ,°�� q��� � �� 4 �.4:,��Y�ed _ Fr �`i a?'�at Ammonia(as Nitrogen) 2.9 I mg/L 0.2 05-09-00 AM-0484-W EPA 350.1 Nitrogen,Total Kjeldahl(TKN) 6.9 mg/L 0.5 05-10-00 TKN 0491-W EPA 351.2 :Y+ Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, :- APHA,Eighteenth Edition(1992). .� Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. mi ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 :s ) - ,; GRDUNDWATER ' ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98322 Matrix: Aqueous Client: Holmes&McGrath Sampled: 05-12-00 Received: 05-12-00 Lab ID 33189-01 Container 250 mL Plastic Preservation: Cool .,Y"�*3. ,....tf<. • 'rv' t-8"d`,• CpU.inl 1��1 nt�d r.. i ill 2Edf� �, 3yt s _ 21� n `1rrial mit� �,Y� x� QBatG}f zi;� Mlethod� .,C� a. �r„k:"r: A'';h.�=$:c Nitrate(as Nitrogen) 0.03 .mg/L 0.02 05-12-00 NI-0810-W EPA 353.2 Nitrite(as Nitrogen) 0.04 mg/L 0.02 05-12-0.0 NI-0810-W EPA 353.2 Lab ID 33189.03 r� Container 250 mL Plastic Preservation« � 10 } HSO /Cool tt'ltley'.ea �`z ',. nE> fir;4't'. 'F`���_`r�.i ( �f(;QpO(tIrIK' `f,f.. �� .. sy�`'*r#v•4}#�'��v a 'u'3 PTR�.a. ..4 { .. ,� '"'" +M'. r�,.,�'4��z.. F t,• ��` E$G� " '^'�l:lntl� "'� ¢{y„_ � � 4' f �� �- �.�V'Le�c c Mt. '�r�;f% a�k. - ^i.C_ +y1. '�i,4a� ,u' lull a�,' p'�''h�' �j' �' i�a '�.�ri a -; .�`'�€.:C��,p} r��.�.i�!•._...`r,Ammonia(as Nitrogen) 0.4 mg/L 0.2 05-15-00 AM-0486-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 4.7 mg/L 0.5 05-15-00 TKN-0493-W EPA 351.2 .. , Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, -.r APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ;--,1 a' w' a1, . f Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Matrix: Aqueous Project: Woodlands/98321 Client: Holmes&McGrath Sampled: 05-18-00 Received: 05-18-00 Lab ID 33307-03 Container 250mL Plastic Preservation. Cool � 1-1 �10 0§"' . �n�.�"� 't� ?ti,`.T3 ac y# ale'r ' �L#ntyf x t ��kj�dtC1T A t a IV{et+h0[jyd�t Nitrate(as Nitrogen) BRL mg/L 0.02 05 18-00 NI-0815-W EPA 353.2 _ Nitrite(as Nitrogen) 0.05 mg/L 0.02 05-18-00 NI-0815-W EPA 353.2 Lab ID: 33307-04 Container: 250 mL Plastic Preservation H SO /Cool .F ��o-' d a '� �, `�"ur .r,,'•. � y r'as°.' a�f N:- Fh�n,� � � Fe1+yx_. a t �, x 2 4 "Ct110(l�� 3 Ammonia(as Nitrogen) 0.6 mg/L 0.2 05-19-00 AM-0488-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 6.2 mg/L 0.5 05-22-00 TKN-0494-W EPA 351.2 mT Phosphorus,Total 1.5 mg/L 0.5 05-22-0-0 TP-0494-W EPA 365.4 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. " Reporting limits are adjusted for sample dilution and sample size. v� ror } Yz Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ' ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98412 Matrix: Aqueous Client: Holmes&McGrath Sampled: 05-23-00 Received: 05-23-00 Lab ID 33402-01 Container 250mL Plastic Preservation Cool rx'*��y5�5ra "4�, gy a_u+:: y�} .. -€ '.�.. �` ," fT tSu yng. M� zed2s drvafiCh �TMQhoU % '� Nitrate(as Nitrogen)g BRL mg/L 0.02 05-25-00 NI-0818-W EPA 353.2 73 Nitrite(as Nitrogen) 0.03 mg/L 0.02 05-25-00 NI-0818-W EPA 353.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, T APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. f73 !a� Y Groundwater Analytical,'Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous 17$` Client: Holmes&McGrath Sampled: 05-30-00 f?� Received: 05-30-00 Lab ID 33533-01 Container: 250ML Plastic Preservation Cool t x7 . r ^i'tii" z s n a s ,r gnu e ' Rsitl r"I", pnn' 4 �G 3 z s f .S." "Y pi uMiiy; $ k#" a e;UIi4t5 X l'i[ri� r4Y�a 9 Nitrate(as Nitrogen) .., BRL mg/L 0.02 05-31-00 NI-0821-W EPA 353.2 Nitrite(as Nitrogen) 0.04 mg/L 0.02 05-31-00 NI-0821-W EPA 353.2 Lab ID 33533 03 Container 250mL Plastic x� '; �,�,� . �{ ��F � ?,"•, � � n � Preservation H2SO4/Cool 1 �>��b�t° i S� f�i;nalyt:,y, � �� �+flr»� •. f '",�`.:'"'�iT 'h`+r.i"a. ca:i�s�R Sr�n�° '�'^�1"t� �sb'is t r� ` < � -r ; �rn5.+f�,,,:.'-'�rq����s 7"`v' _��' "�`':k: ��+� Y .JkJ Re�iUt`��'�. 11nl,'5 � '+��n`rb t .�►'rtal`t zed"; � �''h x���'��."� + d'`�. �atc��.f��,e "t,S�2's.. �a�n111t'�� Ammonia(as Nitrogen) 1.6 mg/L 0.2 05 31-00 AM-0492-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 5.2 mg/L 0.5 06-01-00 TKN-049-1 EPA 351.2 j Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020, Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples,US EPA, EPA/600/R-931100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. J� �AF, Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 06-05-00 Received: 06-05-00 Lab ID 3ner: 250mL Plastic .3698-01 Container: Preservation Cool •�?.a.3`' .., t,,,.,"`y.`w'Rv �;,.; OEM." aRepOit►ngx„+v,.�..t,.r. �',`�,s r" s ,z e�silt�R`� Nitrate(as Nitrogen) rp�t t" .da a , £ „ tIlllllc '; BRL mg/L 0.02 06-06-00 NI-0825-W EPA 353.2 Nitrite(as Nitrogen) 0.05 mg/L 0.02 06-06-00 NI-0825-W EPA 353.2 Lab ID 33698-03 Container: 250mL Plastic w Preservation: H2SO4/Cool +Re [m k 6 ue r a ry +e'fieY' cg w t..--..���._,1'�,•• ,qt 'a'" �ax�h*,. =`, ..:� r' ��s��T{"e I��9�� 7 mtS� nr � Il r,� RIN h � gMet ocl� Ammonia(as Nitrogen) 0.8 mg/L 0.2 06-08-00 AM-0495-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 5.3 mg/L 0.5 06-13-00 TKN-0500-W EPA 351.2 M1t Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised 0 983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. i� 1� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL =•�l Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous r Client: Holmes&McGrath Sampled: 06-21-00 Received: 06-21-00 Lab ID 34127-01 Container 250ml.Plastic k Preservation Cool .�; " .".=Y��+;."���� �ai��#�"� r�" 1�� '��•E'5111 `;c f v .� r�'�[10r�1t1Q�,fiai�j�'��,�•t�,,.�� :�,;.. �' s"�`,s ti� ,i�,w� ' -gg�ss �kr t zcvt n Xn P rt;"`?....a 'a:r" rG , , 'd'a '" »`4, ;'..`,°s�'.2",.'`s. Nitrate(as Nitrogen) Nitrite(as Nitrogen) 0.04 BRL mg/L 0.02 06-23-00 NI-0839-W EPA 353.2 _ mg/L 0.02 06-23-00 NI-0839-W EPA 353.2 Lab ID: 34127-03 Container: 250mL Plastic Preservation H 2 SO4/Cool °`E Anajyte h<, Vie. �a=e='�i 3✓'t f R; '�i 1,.;,-. ep0'r�ifri f F final ._� .. �3 � E"� his=�'. a .• ,ry:���;s..-i.�ao;$�n�z�`r,��,��.�Ammonia(as Nitrogen) 1.2 mg/L 0.2 06-26-00 AM-0505-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 4.9 mg/L 0.5 06-28-00 TKN-0506-W EPA 351.2 !, Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and.Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. w? Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER rv ` ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 06-27-00 Received: 06-27-00 Lab ID 34240-01 ry w 4 a, r Container 250mL Plastic Preservation: Cool ,Wr e� ,+ k'�,�.�'� ". �;pay;✓ feS'Utl a ""F k l S.}� � r'`5 °5"q j fna� 'e(�r `'+^"'F � x," wi6F^71 .rM'm ,�M'efhod`�� Nitrate(as Nitrogen) ,.r,t. �A ,.,- ���.����;���k��• „5h�, BRL mg/L 0.02 06-28 00 NI-0845-W EPA 353.2 Nitrite(as Nitrogen) BRL mg/L 0.02 06-28-00 NI-0845-W EPA 353.2 Lab ID 34240-02 Container: 250mL Plastic Preservation H SO4/Cool E �+ i .� s q 2 gi eM R. n t )` �$ ",t,:*A- = " &yk.,� - `"c`'' 'S =-c ,a'';kez ��' (B$lh ` tM thoaJ. t t Ammonia(as Nitrogen) BR L mg/L 0.2 06 28-00 AM-0506-W EPA 350.1 Nitrogen,Total Kjeldahl(TKN) 3.0 mg/L 0.5 06-28-00 TKN-0506-W EPA 351.2 'T Method References: Methods for Chemical Analysis of Water and Wastes,-US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, ram, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ( $� Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GRDUNDWATER ANALYTICAL f Inorganic Chemistry Field ID: Dose Project: Woodlands/99412 Matrix: Aqueous Client: Holmes&McGrath Sampled: 07-03-00 Received: 07-03-00 Lab I D 34367-01 Container: 250mL Plas tic Preservation Cool N. �`:j ��� � t�x a i�x� �ti ,r .r gin, ,�, r,,, a ��y F y I f1� IIfS � rt � E�irt�w�p�� � Ri ���ajetlOa7 .� u. , wy.. �111,tt, Nitrate(as Nitrogen) BRL mg/L 0.02 07-03-00 NI-0848-W EPA 353.2 Nitrite(as Nitrogen) 0.03 mg/L 0.02 07-03-00 NI-0848-W EPA 353.2 ^' Lab ID 34367-03 r P. Container: 250mL Plastic Preservation H2SO4/Cool tffii., « t i' •>" 0.7 mg/L 0.2 07-12-00 AM-0515-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 2.3 mg/L 0.5 07-13-00 TKN-0512-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,.US EPA,EPA-600/4-790-020,Revised 0983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. 21 _7 ,k. V, 1 Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532 GR ANALYTICAL13UNDWATER Inorganic Chemistry !V� Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 07-20-00 Received: 07-20-00 Lab ID 34734 01 Received: 250mL Plastic f � Rp Preservation Cool Mhgg ,.. ryywltsi � � ?�Analyzed � C'�a#cFi � r�, ~ .r%_ (•.rimlt�' ya`?at-? a'r�m'„`"'iyy, ` .1�.'4C,tv`'i, Me tl Nitrate(as Nitrogen) 2.3 mg/L 0.02 07 21-00 NI-0861-W Nitrite(as Nitrogen) EPA 353.2 1.5 mg/L 0.02 07-21-00 NI-0861-W EPA 353.2 Lab ID 34734 03 Container 250mL Plastic Preservation: H SO /C 2 4 001 ,,y.t P:{" � �ni ���r,'�` ` _ kutMU�ta �I�IItS � gTAila�yZed r gatCR hod 1 Ammonia(as Nitrogen) .5 mg/LM 05 Nitrogen,Total Kjeldahl (TKN) 4 0 EPA 350.1 - mg/L 0.5 07-25-00 TKN-0517-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,.US EPA,EPA-600/4-790-020,Revised 0 983),and ' Methods for the Determination of inorganic Substances in Environmental Samples,US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result,if any,is below reporting limit for analyte. Reporting limit is the lowest ' value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 -4 SR13UNDWATER ANALYTICAL Inorganic Chemistry �' Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 07-27-00 Received: 07-27-00 Lab.ID: 34912-01 Container: 250ml-Plastic A Preservation: Cool Nitrate(as Ni mg/L 0.02 07-28-00 NI-0866-W EPA 353.2 Nitrite(as Ni 2.1 mg/L 0.02 07-28-00 NI-0866-W EPA 353.2 Lab-I'D: 34912-03 9'Container: 250mL Plastic Preservation: H2SO4 Cool Ammonia(as Nitrogen) Nitrogen, 1.6 mg/L 0.2 07-31-00 AM-0526-W EPA 350.1 3.2 08-01-00 TKN-0519-W EPA 351 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020,Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result, if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ZE Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 1,1 5.1 1 U ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98412 Matrix: Aqueous Client: Holmes&McGrath Sampled: 08-01-00 Received: 08-01-00 Lab I D 34999 01 Container: 250mL Plastic Preservation Cool Anaytg & �M� x `ReSujf , , � Repo gr�} t�1 � r h1�It5g *' � IRK Nitrate(as Nitrogen) 2.0 mg/L 0.02 08-01-00 NI-0868-W EPA 353.2 Nitrite(as Nitrogen) 2.8 mg/L 0.2 08-01-00 NI-0868-W EPA 353.2 Lab ID 34999-03 Container: 250mL Plastic x "' �'��s '���''" �a� �r� �srK" a', �^^�� � a,• Preservation H2SO4/COOI ra y" r k Ammonia(as Nitrogen) 08 02-00 Nitrogen,Total Kjeldahl (TKN) 2.4 BRL mg/L 0.2 AM-0528-W EPA 350.1mg/L 0.5 08-02-00 TKN-0520-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA EPA- Methods for the Determination of Inorganic Substances 6ental Samples, Revised(1983),and EPA/600/R-93/100 199 g ces in Environmental Samples, US EPA, ( 3),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result, if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 ' GROUNDWATER vis ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/48321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 08-10-00 Received: 0&.10-00 Lab ID 35227-01 ` Container 250mL Plastic Fp Preservation Cool Rertingr #i`,_' Ana.,yzed���Cgatch� �INethod BRL mg/L 0.02 08-10-00 NI-0878-W EPA 353.2 Nitrite(as Nitrogen) 0.03 mg/L 0.02 08-10-00 NI-0878-W EPA 353.2 .. Lab ID 35227-03 Cont�ainer 250ml.Plastic � - Preservation H2 4 SO /Cool Ammonia(as Nitrogen) mg/L 0.2 08-14-00 AM-0534-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 3.5 mg/L 0.5 08-11-00 TKN-0526 W EPA 351.2 Method References: Methods for Chemical Analysis y s of Water and Wastes, US EPA,EPA-600/4-790-02 Methods for the De 0,Revised(1983),and termination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993) and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result, if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. :BSI Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWAER ALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 08-17-00 ~4 Received: 08-17-00 Lab ID 35385 01 Container. 250mL Plastic Preservation Cool �-r; .,Y n'�'p" r5� ' Anal,•.f! J 4 �� '.�"'�ils .a�peSULLa 'r � -. `� (�Re„portm }� & s � � �*� �t's"r<�� w� Analyzed j �`QGBafch / Q i� Il Nitrate BRL mg/L 1.02 08 17-00 NI-0884-W EPA 353.2 Nitrite(as Nitrogen) 0.03 mg/L 0.02 08-17-00 NI-0884-W EPA 353.2 Lab ID 35385-02 Container 250mL Plastic � Preservation H2SO4/Cool 0.3 mg/L 0.2 08-21-00 AM-0539-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 4.7 mg/L 0.5 08-18-00 TKN-0529-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes,US EPA,EPA-600/4-790-020, Revised(1983),and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). Report Notations: BRL Indicates result, if any,is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. NL� Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 71 ..1 GROUNDWATER ANALYTICAL Inorganic Chemistry Field ID: Dose Project: Woodlands/98321 Matrix: Aqueous Client: Holmes&McGrath Sampled: 08-23-00 Received: 08-23-00 Lab ID 35496 01 Container: 250mL Pl astic Preservation: -� Cool y t` ndl�- �.1 .t4.s t�'. ._ MN^ -.�h• i'"Rt u=� , �._ ' i r x � !kxr," ,..d���..z`�'u�3'z�'•�'�`�L. .. ��' R L�RILS. �s�,�P�.��'3""3*�Aritdly{z_ ��`� Q�sBatch���sf���fVtef odt ;: Nitrate(as Nitrogen) BRL mg/L 0.02 08-23-00 NI-0890-W EPA 353.2 Nitrite(as Nitrogen) 0.05 mg/L 0.02 08-23-00 NI-0890-W EPA 353:2 ' Lab ID 35496-03� Container. 250mL Plastic 2, Preservation H2SO4/Cool � �� <�{ �yte'� -�"��"� �• R`esit'If e � µ Re o.rtin �. � � ;, + rs.�, '. 4 ,•s , - .i•s"t+' }, :wr,,..,"a``'yr �`�+ .. L�fI11t'" t�xis CylsatchA;iethod, � Ammonia(as Nitrogen) 0.5 mg/L 0.2 08-24-00 AM-0542-W EPA 350.1 Nitrogen,Total Kjeldahl (TKN) 3.2 mg/L 0.5 08-24-00 TKN-0531-W EPA 351.2 Method References: Methods for Chemical Analysis of Water and Wastes, US EPA,EPA-600/4-790-020 Revise �4 Meth d(1983 and Methods for the Determination of Inorganic Substances in Environmental Samples, US EPA, ) EPA/600/R-93/100,(1993),and Standard Methods for the Examination of Water and Wastewater, APHA,Eighteenth Edition(1992). rt' Report Notations: BRL Indicates result,if any, is below reporting limit for analyte. Reporting limit is the lowest value that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample dilution and sample size. ter' t' ' Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 i � �i i � t i i i innovative ruck systems inc. 200 main street i falmouth, ma 02540 TO: 1-800-874-7373 t» DEPARTMENT OF ENVIRONMENTAL PROTECTION DATESEI f3;riggt ATTENTION: Steve Corr, P.E. 1 WINTER STREET BOSTON MA 02108 DEAR Mr. Corr: PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. ' RESULTS OF RUCK SAMPLING CLIENTodla�r%tls F DATE of SAMPLINGS LOCATION Lf y t l✓ st , TOWNMEN INPUT DOSING LAB APPROXIMATE ANOXIC CHAMBER REPORTING REMOVAL CHAMBER D-BOX LIMIT RESULTS PH 2 BOD 'I 0 'mg/I mg/I 260 TSS FECAL COLIFORM mg/I rY $ ljmg/l 10 100 m1 t / 100 ml a1 F AMMONIA 4D TKN r mg/I - mg/I 0.2 NO3 fir. �, �� mg/I v mg/I ��g� mg/I 0.5 0.1 NO2 (Y g TN n ©0 � 0.02 SPEC COND ,0 mg/I mg/I � 2 ORTHO.PHOSPHAT ,f2 RL 0.1 Nay �9 TOTAL P TEMPERATURE 0.5 F 69F LEGEND f NT SAMPLE GATHERED TOO SMALL NM SAMPLE NOT GATHERED NOT MEANINGFUL BRL BELOW REPORTING RESULTS NR NOT REQUIRED TEST RESULTS ARE ATTACHED ' SIGNED MICHAEL B. MCGRATH, P.E. CC: innovative ruck systems, inc. CLIENT .azf, BOARD OF HEALTH R. LARK J' ' innova tive ruck systems, inc. 200 main street falmouth, ma 02540 TO: 1-800-874-7373 -T DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE T g 0 ATTENTION: Steve Corr, P.E. Q 1 WINTER STREET BOSTON MA 02108 .'' DEAR Mr. Corr: PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED ' LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AN A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF.RUCK SAMPLING CLIENT t)O arlyd � r�� DATE of SAMPLINGAll 5y `9 LOCATION TOWN 4 INPUT DOSING LAB APPROXIMATE ANOXIC CHAMBER REPORTING REMOVAL pH CHAMBER D-BOX LIMIT RESULTS BOD 2 m TSS r "t mg/I mg/I 260 FECAL COLIFORM 1 'mg/I ro �R mg/I 10 ,50. ,0 /100 m 00�00,` . /100 ml 9600% AMMONIA �} A mg/I ��' r mg/I 0.2 � .� TKN NO3 mg/I , s mg/I 0.5 g m /I 9 .•YR e. mg/I 01 NO2 � � s . TN 0.02 mg/I a �'8 4 � �'ri�� mg/I SPEC COND g ..: • , ` 2 ORTHO PHOSPHA; a�R Na Ey 0.1 gvw =� TOTAL P _ TEMPERATURE z °r F F 0.5 .wr LEGEND NT SAMPLE GATHERED TOO SMALL SAMPLE NOT GATHERED NM BR NOT MEANINGFUL BELOW REPORTING RESULTS NR NOT REQUIRED TEST RESULTS ARE ATTACHED SIGNED ,t MICHAEL B. MCGRATH, P.E. . cc: innovative ruck systems, inc. CLIENT BOARD OF HEALTH ` R. LAAK p� • innovative ruck systems, inc. rF 200 main street falmouth, ma 02540 TO: 1-800-874-7373 DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE ATTENTION: Steve Corr, P.E. EN9 ` 1 WINTER STREET -74 BOSTON MA 02108 DEAR Mr. Corr: -7 PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING CLIENT ��oodln M, DATE of SAMPLINGd LOCATION ; x � TOWN Inturg t t � INPUT DOSING LAB APPROXIMATE ANOXIC CHAMBER REPORTING REMOVAL pH CHAMBER D-BOX LIMIT RESULTS BOD 7 2 14 mg/I m /I TSS � 9 260 4 mg/I mg/I 10 FECAL COLIFORM 82t00' / 100 m 100 ml g pgo AMMONIA mg/I�" $ 04 mg/I 0.2 rs' TKN NO3 . 8� . mg/I mg/I 0.5 NO2 mg/I 5 °BIB mg/I 0.2 TN � � < 0�" 0.02 SPEC CONDw mg/I p0 mg/I ORTHO PHOSPHATE A. ` 2 0.1 Na r � TOTAL P �s 1 TEMPERATURE F7 x ` ° F 0.5 An LEGEND v NT SAMPLE GATHERED TOO SMALL SAMPLE NOT GATHERED NM NOT MEANINGFUL BRL BELOW REPORTING RESULTS NR NOT REQUIRED TEST RESULTS ARE ATTACHED a SIGNED MICHAEL B. MCGRATH, P.E. cc: innovative ruck systems, inc. CLIENT a BOARD OF HEALTH R. LAAK ..k;„ innovative ruck systems, inc. 200 main street falmouth, ma 02540 TO: 1-800-874-7373 _. DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE ""1 5n", - ATTENTION:Steve Corr, P.E. 1 WINTER STREET BOSTON MA 02108 {� DEAR Mr. Corr: +' PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING CLIENT DATE of SAMPLING W O 11 9' LOCATION TOWNr ` INPUT DOSING LAB APPROXIMATE ^ ANOXIC CHAMBER REPORTING REMOVAL CHAMBER D-BOX LIMIT H � � RESULTS � BOD ��� F 1� � � � � 2 TSS mg/l '[ a m9/I 260 4 � r mg/I B m /I 10 FECAL COLIFORM r°'3$, 0�, 0© 'U 100 m a v '00 4 j / 00 ml AMMONIA i TKN 3r mg/I A mg/I 0.2 NO3 z`�� zmg/I mg/I 0.5 g � ,. NO2 m /I ;t ,� mg/I 0.2 TN m ,©_ � �� �� m /I 0.02 �4� 6 g mg/I SPEC COND s J��� - 2 ,� a ORTHO PHOSPHA0.1 ' 9 '' TOTAL P 44 1 TEMPERATUREJr: F '' ". fl r` § F 0.517�° LEGEND NT SAMPLE GATHERED TOO SMALL SAMPLE NOT GATHERED NM NOT MEANINGFUL BRL BELOW REPORTING RESULTS _ NR NOT REQUIRED TEST RESULTS-ARE ATTACHED SIGNED 7 MICHAEL B. MCGRATH, P.E. �,. innovative ruck systems inc. CC: , CLIENT -,' BOARD OF HEALTH R. LAAK holmes and mcgrath, inc. 200 main street .�� falmouth, ma 02540 ` TO: 1-800-874-7373 �'7 DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE m ATTENTION: Steve Corr, P.E. 1 WINTER STREET BOSTON MA 02108 DEAR Mr. Corr: PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. RESULTS OF RUCK SAMPLING Ya.Y4 CLIENT DATE of SAMPLING 6Is 0 � � } 99. LOCATION Grab Type Sample TOWN I+u rrt�bur INPUT DOSING LAB APPROXIMATE ANOXIC CHAMBER REPORTING REMOVAL pH CHAMBER D mg/I BOX LIMIT RESULTS r: gOD �H� d 1 �.:s v�, 91��� ze 2 " mg/I 7 TSS 93 mg/I RL� #: 'mg/I 10 �98°�a�� ` FECAL COLIFORM 100 m QUO /100 ml � &D �� o f AMMONIA g f ,r ,�� `� TKN � mg/I ��F� ��3 � �:mg/I 0.2 mg/I ,29 H mg/I 0.5 NO3 m /I Ef NO2 z 9 R 2> mg/I 0.2 TN 0.02 4505 mg/I 72p mg/I SPEC CONDO �j x 5 ORTHO PHOSPHATE t r _ 2 r0 2 0.1 �g5 Na , 4g r; TOTAL P 1 TEMPERATURE 4gF 0.5n °/� �. � �- � 4 F LEGEND NT SAMPLE GATHERED TOO SMALL SAMPLE NOT GATHERED NM NOT MEANINGFUL BRL BELOW REPORTING RESULTS NR NOT REQUIRED TEST RESULTS ARE ATTACHED ti THE SYSTEM CONFORMS TO THE DISCHARGE LIMITS SIGNED A MICHAEL B. MCGRATH, P.E. holmes and mcgrath, inc. CC: CLIENT BOARD OF HEALTH R. LARK ^kn B. KIMBALL Y holmes and mcgrath, inc. 200 main street falmouth, ma 02540 �. 1=800-874-737 TO: 3 DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE �Y1�, Opp� r ; ATTENTION:Steve Corr, P.E. 1 WINTER STREET BOSTON MA 02108 DEAR Mr. Corr: PLEASE FIND ENCLOSED COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RESULTS AND A STATEMENT IF THE SYSTEM CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE. w RESULTS OF RUCK SAMPLING CLIENT W0 an`dS DATE of SAMPLING ,n, p0 LOCATIONUC Grab Type Sample TOWN �� ";� A INPUT DOSING LAB PPROXIMATE ANOXIC CHAMBER REP ORTIN REMOVAL pH CHAMBER D-BOX LIMIT RESULTS B TOp .$ F mg/I 1r mg/I 7 g3 SS mg/I 4gyBn mg/I 10 FECAL COLIFORM � N > O0� /100 m 49�04aa� . / 100 ml AMMONIA r n .', g � ,.._ TKN m9/I 6 m /I 0.2 NO3 �, mg/I a t .mg/I 0.5 z� ,c mg/I 1 mg/I 0.2 NO2 0S TN OA2 . mg/I � U„ y: m /I k6 : SPEC COND g9.5 ORTHO PHOSPHA °"5 g ''s 2 0.1 Na TOTAL P TEMPERATURE 0.5 3s $ F P .fi: FqVE 9Q o LEGEND NT SAMPLE GATHERED TOO SMALL —'y SAMPLE NOT GATHERED rt NM NOT MEANINGFUL BRL BELOW REPORTING RESULTS NR NOT REQUIRED THE SYSTEM CONFORMS TO THE DISCHARGE LIMITS SIGNED ,l MICHAEL B. MCGRATH, P.E. CLIENT C holmes and mcgrath, inc. BOARD OF HEALTH R. LARK B. KIMBALL n r. holmes and mcgrath, inc. (- 200 main street falmouth, ma 02540 TO: 1-800-874-7373 DEPARTMENT OF ENVIRONMENTAL PROTECTION DATE ATTENTION: Steve Corr, P.E. ah! 00 1 WINTER STREET BOSTON MA 02108 DEAR Mr. Corr: PLEASE FIND ENCLOSED.COPIES OF LAB TEST RESULTS FOR THE RUCK SYSTEM AT THE REFERENCED LOCATION. BELOW YOU WILL FIND AN ANALYSIS OF THE RE SULTS AND CONFORMS TO THE DISCHARGE LIMIT OF THE APPROVED CERTIFICATE,A STATEMENT IF THE SYSTEM RESULTS OF RUCK SAMPLING CLIENT WO`O�t1C15 '`F DATE Of SAMPLINGEug, LOCATION RFC x �A Composite Type Sample TOWNT` INPUT DOSING LAB APPROXIMATE ANOXIC CHAMBER REPORTING REMOVAL PH CHAMBER D-BOX LIMIT RESULTS � BOD 2 44g,s mg/I a9 mg/I 16 0 /npF, TSS 5 mg/I BRL� �" mg/I 10 /FECAL COLIFORM , ( s 0$Q / 100 ml Y / 100 ml AMMONIA9`� 0 TKN .2 mg/I r8j 'mg/I ; ,... 3A4 mg/I � ` _, mg/I 0.5 R NO2 � F mg/I qfZ a mg/I 0.02 TN 30 mg/I 4 5 �; mg/I 0.02 J�® SPEC CONDb < 5 2 I ORTHO PHOSPHA ` u Na 0.1 � 9410 , TOTAL P495 TEMPERATURE F - 0 5 N@11%010 5 ,,. F LEGEND NT SAMPLE GATHERED TOO SMALL SAMPLE NOT GATHERED ' NM NOT MEANINGFUL BRL BELOW REPORTING RESULTS NR NOT REQUIRED THE SYSTEM CONFORMS TO THE DISCHARGE LIMITS SIGNED f` MICHAEL B. MCGRATH, P.E. CC: holmes and mcgrath, inc. Zl CLIENT BOARD OF HEALTH R. LAAK ' B. KIMBALL n =a GROUNDWATER PERMIT MONTHLY REPORT SUMMARY SHEET ' PERMIT No: 2-362 NAME OF PROJECT: WOODLANDS VILLAGE FACILITY LOCATION: ROYAL FERN DRIVE, LUNENBURG DATE SAMPLED: MARCH 31, 2000 CERTIFIED OPERATOR: T. SANTOS ENT FL Iaµ� APa� mg/I 130 30 x�n 5t�3 T s svY d&.. ~<,:..:: _ t21 m /I =ig 0.03 0.02 71 � Mn x'r°z' �r '^ :'.:., .�m s r=_f}. x�,Eaj5 t' p•, P� a�A,.S sr ?�s" r".fi'x. d_ F 5 +� mg/I � f1�02 45 00 3.80 i m /I 45.05 10 3.84 A } iOr >? E A +'IMP g s t6 m /I 5 1.3 .� n, °a-`.�3•! '� �.,... -"F?' �.�I'`1 ;Ir<5 v'`°�I S�a . :7%' �'�.-`ai t9ii��".Y�'-�:�'�.' 4 fi`�`! �`._: _R,� h.asv-e�,a ,;�&r t,S'�-, 9 L5 �'�'��`d m /I REPORT !� a� s r a�r1w .eS re x 4 Estr'Lij ', k6U .,u.s5 y c 4 R� l mg/I 260 � 320 310 240 190 34 49 0 ;-�5 '$.0 F, 74. a 02 26 v `p`�2 mall '�.,�.� � 23 10 18 NOTES:. SOD IS ABOVE LIMIT REFER TO ATTACHED LETER f' ! i 711 711 i � GROUNDWATER PERMIT MONTHLY REPORT SUMMARY SHEET PERMIT No: 2-362 NAME OF PROJECT: WOODLANDS VILLAGE FACILITY LOCATION: ROYAL FERN DRIVE, LUNENBURG APRIL 25,2000 tj CERTIFIED OPERATOR: T.SANTOS 120 30 SM R 400-- 0.07 2.6 "All m A 41.00 2.60 m MOB I wMil 41.09 10 x16 5 0.8 -66; REPORT �, LlitlT T 100 250 82 110 2.4 4.2 5.0 5.1 20 25 yy 16 j"' NOTES: TN IS ABOVE LIMIT REFER TO ATTACHED LETER µ- -' GROUNDWATER PERMIT MON THLY REPORT SUMMARY SHEET PERMIT No: 2-362 NAME OF PROJECT: WOODLANDS VILLAGE FACILITY LOCATION: ROYAL FERN DRIVE, LUNENSURG DATE SAMPLED: MAY 18,2000 CERTIFIED OPERATOR: T.SANTOS L�#'Y �� a4�xa"fr�l , �fi , 3 �} i sy t 'G 4� � � z '.�k �� �'� `I ..�v,�0't�f,, ,�•,� s J"u,�: � F�47� s�s 160 30 �tv x :Sr ;rw ott4 ._� -h �L r�cCll :�:•' r .axe J--�� � �."�5.� .��. .'�s �ir�� �''.�' .i,,n=; `�'�c 3 �' .&, mg/I Fx; 1' �A p�iap� q Y�rL�,�� y az 450 eggy m /I 0.04 0.05 ..:.' s. � � `�� `� ��'-�.3� .a�� ���s 4� ._.a i�.�,�.„��ry� dr g�� -'�nq2 �=':•�' -xr^-Pu ri�,m ��c, � y�., m n vary,r t 5000 6.20 � -A r�aJ.�lS C7��'.�� ����,��'��-F rx �. o �.. . 3 Jb,�, 1 •-x._y��Uv ��ir�d�. �� �:�;#�� y �"a„e;�'��;. ,�:���'r�r:�u�,.�I�'�A i��I�'�G s� s '�'i A�. � 7 10 6.27 „, LL111EI�PPF�fa�f 117LF775 x x 1.5 '.:S�t' uit':. y , r'?"i,'0400tr m /I ._r..._.rp,,,. .;.. REPORT �"° 'T����t"'��§� x'gK �d �u°,y a ta-t ! r�"a, '. � r � ' •�' ��aa,,{{Pn Y X -fir ✓- 9 .> .-rEa -L'7Uli, U,z2' .5 s v..r '1t s+r 4, u z§��.' �� q,� L� RE S1'A�O's�hlaX11' )t'� s mI� 230 270 250 200 190 s �x� r ram; 45 55_ 52 014 � ,. .4'� SAfk�7rP .' 6rr 1 iz�.7a .n ax� is 5 i .a,"S "E^ vi*LE 2�i`�sn"".� r � m /I 27 26 22 21 17 aV r .,F y. -tom � .�d,.. . s a•,- �� ��€c �i ' � '*� NOTES: BOD IS ABOVE LIMIT REFER TO ATTACHED LETER 1 ..c GROUNDWATER PERMIT MONTHLY REPORT SUMMARY SHEET PERMIT No: 2-362 NAME OF PROJECT: WOODLANDS VILLAGE FACILITY LOCATION:�� DATE SAMPLED: ROYAL FERN DRIVE,LUNENBURG � CERTIFIED OPERATOR: JUNE 27,2000 T.SANTOS °"�-,'•tr'' IFEU ..: 2 c• r� U�E��'t��,u,. � .�. l'�'ar4z�.'h,e,�� /I 45 iS nlJfi He .p •' Tt vs:� mg 14O :�: "i7� �����i rTSyt� �''�rc3i "4"..d�2.XTv.a'.'. '},�' � i��'X TS'yN 2'45xrS. � R q ,.�fi '�p.�•� ,yz � Ja L 18 ...� E•c WSN I ? fi! I <� 3O 3"'ta t ?s3:. t' �S 14m 0.02 002 4700 3.00 rng _ 4711 10 3 04 'j >� 3.^ "��,'Cii F,5 x 4.s,�t�� a�z �rs� m /I _ r + '.,��•4Jrq�r R:. REPORT _ ��r � �• h #wL�#1 F VG'ELL�2 �� Jr�.�i�3�t��v���:�. '�� W> S j�' y'cY`��°.ca 1"�<✓�'.'"Y'{li ESE ����� Y' � �f �y� a rYO.. �Qtrv�'�'• r'1 � 24,s�t�� z t ��� � � '�, t>� �^� x1*�x.�- ,u .rc< .?�)#3� ���`te"-:- �* ..�ds� aZ��,���`g����� 7.r�':�5�0 A�� i -� ti, v3.7 � i ryryx 08s. ka. ���� °�c�,��`r��'.,,�kT,e.�A`. � �" ''Y ... �,r SI � ... �f�. ._ �,..�.� �.: +h�.::ai;a �'�.;'�:• ,m /Ix i �24 24 13 17 14 m /I NOTES: ALL GROUNDWATER PERMIT LIMITS WERE MET o' GROUNDW ATER PERMIT MONTHLY REPORT SUMMARY SHEET PERMIT No: 2-362 NAME OF PROJECT: WOODLANDS VILLAGE FACILITY LOCATION: ROYAL FERN DRIVE, LUNENBURG DATE SAMPLED: AUGUST 17, 2000 CERTIFIED OPERATOR: T. SANTOS Lltr y ELF DENT i mg/I 15 3f mg/I ^: 460 H fg��Y b � �• S 4 �E2ANb e mg/I 012 0.03 b k € t mg 47.00 4.70 47.14 p `7 1 � � 2 4* i ✓ x � J ..t ....C� - ✓�� ..,5��' �.,we�'A-- �,e..�a` -A�e�`,. :F 7'� �'�4 -xsEC�a `kl �� �� Af`� p` mg/I0.7 5 d V�T��1'�T �F�c'JRGA�T�C'.���.•N,�`P �t3t� m /I -: _ �...., . � REPORT hk� j 3 5 w,.e (✓(rfl 4 /p� ""� 'm � � W i i�Y1 � 1=°. t�� 'I�t.-- I,I; �.� � ?�Y YCLL ;.- .���eY�,Hn V�E��n�7k�n'.. mg/I 280 270 180 280 220 r a� /mgI 2 1 3 1 2 7 3 p 1 p m /I -. ? v, x^ :a NOTES: BOD IS ABOVE LIMIT REFER TO ATTACHED LETTER All a' "1 h ' t 1 1 1 1 1 1 �, ��� \� I i I .. I I i i I I 4 : 7HE TOWN OF BARNSTABLE Tp 6�P� wo OFFICE OF i 13AMST"LIL : BOARD OF HEALTH y plgs e. p� 1639• � 367 MAIN STREET '£DMPY� HYANNIS, MASS.02601 March 6, 2001 Ron S. Jansson, Chairman Town of Barnstable Zoning Board of Appeals 230 South Street Hyannis, MA 02601 RE: Chapter 40B/Off of Cammett Way, Marstons Mills Dear Mr. Jansson: The Town of Barnstable Board of Health held a public meeting on February 20, 2001 and reviewed the proposed 29 single family home Chapter 40B project, to be located off of Cammett Way, Marstons Mills. The Board of Health members expressed serious concerns about the lack of financial planning and financed ability to replace the septic system and RUCK components, when/if the system fails or when/if the discharge fails to'meet the Wastewater Discharge permit effluent standards. Also, the proposed density greatly exceeds that which is normally allowed with the groundwater and well protection district. As you are aware 87 bedrooms are porposed on only 7.8 acres of land. The applicant has applied for a groundwater 1 discharge permit from the Massachusetts Department of Environmental Protection to construct Ruck System at this site. It is our opinion that these issues should be resolved prior to the issuance of a comprehensive permit. Sincerely yours, Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs cammetw 02/06/2001 11:10 508-548-9672 HOLMES &. MCGRATH INC PAGE 01 ki V; �i - .. _ . • mloo MCOA xa. k'... ,ebrUa r' 6 t1 F�:`l. ': € �<-z • G P.' 1 G4v �:;,.pia_k i. �� _..:. .....,. ,Z' ,d i. - �'rd�ible .PIuu,s i.n. e ear ?.zr�.exiu :Gzgliitet:t riarstoz.i .l .. _ o- .' �Q .; :.ear.1�'`�.�- i�iafl a �.�zz�ntitm�.rit :to: 14- McK.. on' ( ;..':. : Kstr : tee 3 t:. coaace3rin the r� eci. �2L7( K` . �-. . � :... g p pia. ter:. t::-:re:4 t a,t .s. ,Stern at the refer a.r,.e~d. s-,i t - " di sz; < . ,'t:.'h6ti: hz that a° :r'o 'ec::t hear' azci f p � c3 �� t�` rti�izn ��.�ixrt'. : ;4:_6tt:-='the``F i1_c UEh.:;';k-lanrd.n Board, sc ha i., -1 f'dr_ t6.ndJ_- h-t; March. Unfort12nc1''1:4.:�:�*"r .thct� h6Ari 3`tn_{'', is. ' and I . have to .r.* pr?��e'r�;r: ' :.:'at.....th*et:::)§:..`!riffs :,:time the Board is Vie': �.g:tc, ii€&r. the z fez't�nce� r ect S7 t M1. ha .e _c� r..e �es.t .rtt h,... .r�a�'s : :tizf 7,ri .s�ti 5: e next znee?t a i�g C z i� .e t.0 'rt+�Jc h th " `a_ ;::: :ri:'. :ti ': ae ni h.t an�� I have tc ::.:�na . t:i'e ' ' " in :u:tt�. ,. g a. o. � A. Ornial. , Timothy � i r� :)f: 'itny.. fr.I .. • citation ctt Mr. San .r, y µ .:: ;: ': e :tt..zt_.•:;:s�-& %:e before the Z ni: a.x o:' � ? t1 as th thVale, d uti I: axch 14 p e 'wi.1.1 the Board to co ¢n n. � p sf _ �.'� _.� ��., � �• ,f'c s: h mm t:-� the:;- Ja: h tm� i� �I £ � F1�12C . T � 1;by: t. . � 0q.1:Z�'e f.drn_T. ,.:. ff:'ti e � i�r� e1 quPSt14IiS! �BaS r }a '' _ r,t. �. ic6 J�..ICT...,B '�1��. MC, h : - ':, t: 1� c:hae l R. McGtA't;h PE::- 0 _ • yo 9 2 4 / / / N F N F N F N/ N F _ F 'N F / N/F N/F. N/F _ STEPHEN A. CAPUTO STEPHEN A. CAPUTO MICHAEL J. HALLORAN NATAUE M. COLEMAN PLYMOUTH SAVINGS BANK KATHLEEN A. DUNCAN ANTHONY & DEBORAH POLSELLI THRESA PELLETIER TRUST KAUKO G. & MARY HAVANKA 1033.47 N 36 32 43 E ' ,� J �' - 42.16 -` 106.12 - 88.96 G 52.52 140.00 90.73 1 78.68 r 98.92 +F 40.00 50.73 S 137.78 ! 1 / i 106.88 1 . - r 1 ----- - -- -- -- 18.71 w --- � � I I .•.•: LOT 14 LOT 2 Q� cn / \ p / / / 0 LOT 11 °i O/ I rn cr \ 2.'O :..:.::..:::::..:.... , �\ N 8,583E S.F. �� 1 W / I �• \ •::.•::::.......... / r / I . / LOT 15 cn 1�' w / LOT 7 I �0 9 f oo -•. •' 3 12,206E S.F. / ni <v O N O. / HOUSE qg; \ ,315 S.F. - \ ^� „... cn �, �� N \ 1 1 f / \ o \ 10,170 S.F. w ' / ti a l / z I \ / 0 8.535t S.F. Z % I / \ N \ o ......... \ to \ ....oUSE..::. / to : / \ \ 1 0 1 \ o (� G \. ... CV \ c oU a o w S S. r ,. �. \ / - N . I m .r L \ I z d' ...,,. .,.... LOT 3 ..... J:. . � ,,.,. � 1 �..... o I \ / \ ......� ....... _ N 8 \ \ 9,760t S.F. r / \ :::: �::::. I L4Lfi I L42 /ti ,, \> 1 \ � 1 2 1 i . .'. \ Z / \ ..:::` / •tip I >>. \ H /0 ..........:. \ ........ rn 10 0 Ot F .. .. 9 665t.S.F. o / \ •...:::::• :.. \ a / \ s ...... o / Z I \ z ( N W AFFORDABLE w N/F G I (o �!► ...... ( Ut ..... / w I . o c^ DENISE M. PINA '.•::. .... I � _J � ........ I .... J.... ;.� v I .r W ... / \ .... / �9 � \ \ ... •.. 23.48. _ :': : : I N W '- /,........... \I .r I (D I o.... S ...,....... � LOT 5 ._I �. ............ M ..,. .... w I ..... r.... ^� � o � o :.:,..,:::. .� I o _..... ( -� / a '� s �\ GGE GATE w rn I \ \ i 8,911 t S.F. rn) -� OL, �. lu C .....: N `� (� ( V1..... LOT 4 .83. 3 .65 ` N I ...N ..... �' t 41.54. ��2E.34' LOT 8 . N m. 7,730E S.F. 0.00 L�79.99' _ ►•� LOT 10 ,� u, v, O x.... 0; �.a6 g Rs26 47,a8• 1 5,184E S.F. u� =`� 8 482t S.F. :" o I ( EM O W ,9 6 32 43 W N ( cp o Rs420,' :'� AFFORDABLE _ .. I-- --- Ncr 43 - 20 w I GATE �6 so I � _.-- , LOT 1 00 , 2 V 9 N E rn LOT 13 h o 7 485t S.F. • 1te• 2 '( 36 32 4r3 1t>l _ LOT 12 28 \ s220.00-. - L=72.37 R so.00• 1 i y o 1 / AFFORDABLESc 9� 1.0�/ r116 C� 07 R -,380.00 \ N47• • » 5,497t S.F. 7.694t S.F. O• L=50. z� Y7� ��s . 2727 �- .- 1. ` M � ,y G a E �-4r 1 .� 100.31 N36 32 43 E V E LOT 24 ' 20 (40', L=126. R=380.00 5.12 , 08 6 r so } 1 / l 21.79' (Op 6.669t S.F. ; s. 0E LOB. AFFORDABLE cn 1 - / 3 so. N47 `AI �• \ 9.ag' `' 0 6.898t S.F. � o0 27?7 .t R 1 W 0 0 r 0 _ 6 ►� 2 - v, 2, .. _91.0 _ $' � . `. I �' w . LOT 19 ., .00 � N36 32 43 E L ., � � ,� 1 (o 0 gas ' R�420 . , i / r 2.,. t.87 \ � M .a - . � .85 L w �+ ' L 205 tT \ I 36 2 S.F .01 < r. \ I 21 4� 1 rn 0 0. 100.31 _ .e , z .t o 1 , LOT 28 �n A N 19.22 3 E w cn AFFORDABLE � _. I I LOT 18 / _ N, 1 N cn / J 5,257t S.F. 1 Z 8140t S.F. . I AF cn n' FORDABLE .. rn N00 z o _ _... ( I I rn LJ_ N36 32 43 E I / o, 1 .... ..... � .....w.... o u� °u4 ...,... � LOT 17 - �- � PARCEL A ca o .... (o ... n ,: ...... o w � .... 1 w o I I . I 11 323t S.F. i 4. 9 � . . Iw 2 6 I 56 03 S.F. r3 +n Ln o I . \ i .....�,.... I �, _..... w - z I o..... N I 1 ... n C...... a Co / : W p rn 1 » 5 ....:..:. w 33 3 1 0 I ..... .... / -- \• N \ 1 I �..... I OWNER: ELI A g5 ;, LOT 21 I v, 03 �..... Z BETH REALTY TRUST l v O e I I O N 122 TEATICK T _ 11 747t S.F. I E HIGHWAY i 1 :::::: - EAST FALMOUTH MA 02536 •� �,.. I z \ , � � I i I N • \ e N � / rn F / I N J \ 11, 28 S.F. .:.. o..... ....... -�• � 6 to � �n / / I _ / \ LEONARD & LOIS R. MENDES •y \ ♦ A w I / � p� / .'.. \ � AFFORDABLE .•::: �..'::.• � :. .:: :•:..\ 1 I • .4 / 1 \ S. sE S ..y ...... I �, ........ \ ....... oo ...,... .,... �. /y - .............. :•' 1 APPLICANT: THE EDGEWATER FINANCIAL GROUP � 0 1 .., o...,..... \ 1\ \ v► v 1 s / .,..`..Mo 1 \ o a 1._ P.O. BOX 2508 y ..:::::. �, .� 1 o� I w EAST FALMOUTH \ s I \ . . r I I ... � rn w o MA 0 F o s 1 rn ........ .. .:, .......: ,. ... /,. / LOT 16 1 I N 00 \ I I NOOSE.... - - w \ /„ I / N (r, 9,530t S.F. ,; 1 \ / 1 ao \ °; LOT 22 LOT 20 0 at LOT 27 n01 LOT 25 / \ 1 m 10 407t S.F. 1 11.270f'S.F. I � -� 10.293t S.F. \/ -.��-... i/ 12.779E S.F. \__'- �------ AFFORDABLE _ 1 I , GRAPHIC SCALE 1 1 ,1, /.. �� 205.86 -� 6' 65.91 58.05 100.83 84.57 111.55 51.45 99.36 86.2 40 20 0 40 120 S36'32'43"W 23.59' 887.43' N/F N/F IN FEET WILLIAM B. & THERESA G. KOMAR N/F/ JF = E EERY R & SARITA SWIFT 1 inch 40 it. BRYAN J. BURNHAM NOTICE Unless and until such time as the original red stomp of the (red) P res onsible Profe i n ss o a En sneer. or Professional) Land Surveyor P 9 Yn _ appears on this plan: A no person r persons, • O p o p sons, mcludrn an municipal or other 9 Y P public officials may rely upon the information contained herein; 'l.3iL..1.�. P Y Y P c d and R) this plan remains the propertX of Holmes & -McGrcth. Inc. ZONING DI - � DISTRICT: RF 3� 51 REVISE KL*VFr MINA FLOOD PLAIN: C TABULATION OVERLAY DISTRICT: GP ALL PROPERTY BUILDINGS ARE SINGLE. FAMILY DWELLINGS. 10/14/00 ADD NOTE FOR AFFORDABLE HOMES TM TABLE OF CONTENTS PROPOSED' LOTS: 29 ALL PROPOSED BUILDINGS ARE `24E' 'x 36' DATE DESCRIPTION Drawn Checked PROPO SED LINEAR FEET OF ROAD: >1,058 LF THE FLOOR AREA OF EACH ;SINGLE: `FAMILY HOUSE IS 1,225 S.F. PRELIMINARY PLAN 1 OF 8 TOPOGRAPHY COMPILED FROM TOWN �OF BARNSTABLE ' REV S O N S GEOGRAPHICAL IN FORMATION NFORMATION SYSTEMS MAP.. 2000 'LOT LOT AREA LOT COVERAGE LOT COVERAGE' LOT LOT AREA PRELIMINARY PLAN EXISTING CONDITIONS PLAN 2 OF 8 SCALE 1" = 100' BY BUILDING , LOT COVERAGE LOT C0IVERAGE PAVEMENT & PARKING BY BUILDING PAVEMENT & PARKING DATUM ELEVATIONS V 110NS BASED ON NGVD29 1 " 7,485E S.F. 16% 13% 16 9,530E S.F. 13% 7% PRELIMARY GRADING AND DRAINAGE PLAN 3 OF 8 SITE PLAN PROPERTY WERE COMPILED FROM LAND COURT 12 206t S.F. 10%2 15% 17 11,323t S.F. 11% 7% PREPARED PLAN 29500C .SHEET 1, DATED OCTOBER 1961 3 9,760E S.F. 13% 23% 18 '814 f RE ARED FOR PRELIMINARY SEPTIC AND UTILITES PLAN 4 OF 8 � _ 0 S.F.- 15% 5% SCALE 1 = 160 4 7 730E S.F. ; 16% , 2% 19 5 362E S.F. 23% 3% EDGEWAT ALL DRIVEWAYS ARE PAVED 5 8 911 t S.F. 14% 7% 36 ER FINANCIAL GROUP PRELIMINARY ROAD PROFILE 5 OF 8 , 20 11,270t S.F. 11% 20% IN DI MENSIONS ARE APPROXIMATE 6 10 0 Of S.F. 1 1 2% 12% 21 11 7 f 47 S.F. 10% ` 17% ALL BUILDING SITE ENVELOPES ARE LOCATED A` MINIMUM 7 8 535t S.F. 14% 3% N N , 22 ,10,407E S.F. 12% 18% � MA PRELIMINARY SEWER LINE PROFILE 6 OF 8 BARN STABLE w.` OF 25 FT. FROM THE STREET AND 10 FT. FR OM 8 5,184E S.F. 23% 3% 23 6 898E 'S.F. 18% 6% THE SIDE AND REAR YARD. EXCEPT LOT 11 WHICH IS 9 9,655E S.F. 13% 21% _ 24 6 669E .. S.F. 18% 3% � _ • SEWER DETAILS SHEET 7 OF 8 3s _ SCALE. 1 40 DATE: JAN. 31 2001 TE. , A MINIMUM OF `25 FT. FROM THE STREET AND 7.5 FT. 10 f ' o 8,482 S.F.S.f. 14% ` 22% ''25 ,10,293E S.F. 12% -6% .. �Ptj F� FROM THE SIDE AND REAR YARD. ; ' 9ss9 , 26 11 728E S.F. 11% �'1 O�YYl @S and r41CH „11 9,315E S.F. 13% 19% 30% TYPICAL HOUSE m c f ath inc. � L CONSTRUCTION; DETAILS SHEET $ OF 8 x y o » 'r +r 12 5`497 S.F. 2 % g , 2 3% 27 12,779t S.F. 10% 20� SCALE 1 - 20 civil engineers and land surveyors m • 13 7 69 f 4 S F. 16% 3% - r(o 28 5 257E S.F. 20 .. AFFORDABLE- HOMES. 23% 3% 0 main street 508 548 3564 PHONE . 2�. ( :• b 14 -8 583t S.F. 14% 3% ' - falmouth, ma. 02540 508 548-9672 FAX LOT 1, LOT 9, LOT 10, LOT 19, LOT 22 LOT 24 LOT 26 LOT 28 15 10170 S.F. 8% 3% DRAWN. TMS CHECKE , \EDGEWATER\200173\200173LAY.DWG JOB NO• 200173 DWG. NO.: 75-4-9 SHEET 1 OF 8 I j i C, 0 5 9 1� ti 4 G• ti• ', `I i 78 a 1033.47 N 3 63 2 43 E _ , 158.47 125.00 i 125.00 1 125.00 1 1 5.00 1 -1 .00 2 1 - 5.00 25 1 125.00 _ 1 12 1 i LOT 76 z z . LOT81 o LOT 74 LOT75 20, S`OOOf .`F F. :.:LOT 77 LOT 78 LOT 79 LOT 80 rn w , : cn w N 0 23 630 S.F. N 0 _ F V f 2 000 S 20 000 S.F. f� 20 000 S.F. 20 000 .F S.F. , 20 OOOf fS.F. co N 20 00 0 S. 0 V J i Z c Z cnCn Ln i OO O .. O ,w_ O (AV rn w (A (A Nrn O OOO' rO` O0 O NO NO V O O VO O tp Z P CO W' - O r7 O W 2 n y 6 0� `v <,CO c :..... -. L 36.1 1,. •rL 0 R-25.00 0 i 0 i 0 1 1 ` 1 5.00 1 6.12 5.00 2 .0_ .� 12 cv _ 125.00 -125 125.4�1 1 5.00 2 Q t 6 377< 1S3 1 99 .12 0 4 WI 0 ME TT 0 DE WAY ..::.. ..CAM 1 0 S36 32 43 ,W ti 979.69 1 5. 0 29.38• � _ 25.00 1 2 0 t 1 1 125.00 6 125.00 0 _ 1 Ln 00 1 .00 1 125. 1 100.3 1 25 1 rn 1 CJt P cn , w O N36 32 43 E ,LOT _:85 cn con4 N o, 1 " _ _L 4 .43 24.69 w rn O: 20 OOOfS.F. V 0 of 2 � 0 S. W rn R 2 00 O V V N O O Y V V o LO T 88 cr o , w rn o O rn V J ' =N , m 0 000_ S.F. V o Ln 2 0 , w 'Q T j O rn 4 Z co LOT 86 N � - CJ� V 11 .. W T W V co W w _ 6 6 rn L0 87 7 4 � fS.F.20 000 S. ,LOT` 8 o , O N o m V V V S.F. O _ 20 000 S. .o .� , o N i 0 0 23 4 f S.F. o , V m co rn rn 72 N ; 6 N LOT 83 � M CO ._ CO '� `L 20 0 S.F. 0 LOT ' 4 00 S. .LOT 89 8 0 d- O 00 20 'OOOf S.F. , 0 � s _ s r ..�1125.00 7.4 t 1 125.00 13 3 __ .. 5.00 125.00 2 t 12 ;- 125.00 125.00 ; 25 00 , 1012:43 cfl LO S36 32 43 W : f o 0 rr rn , 0 _ ;Nco cp 4b rn . 6 rn • NOTICE .) 54 Unless and until time h such t o as the originalr ed atom of:the (red) P 0 tx � �oresponsible 7 Professional Engineer. or Professional 9 o Land Surveyor appears i ea s on this plan: �o PP P a ro A no arson or rIncluding P e sons an municipal or other 8 Y P 6 public official s, may rely upon the information contained herein, to d . and P -- Y Y P B his Ian remains the"property of Holl e r h P P Y m s & McGrath, Inc. 6 6 DATE DE SCRIPTION Drawn Checked 6 R E V I S 1 0 N S ti XI T E SING CONDITIONS SITE PLAN PREPARED FOR EDGEWATER FINA NCIAL NCIAL GROUP IN BARNSTAB LE MA <SCALE. 1 .40 JAN. ':3 � F D 1 2001'- GRAPHIC SCAM' ATE. , n�yE_ hol mes an ri7 d m c ra th Inc.NOTE: ,0 E. 1' 40 20 0 40 12 0 d :`civil engineers g ,n nears and land 6�4 -surve r _ surveyors 9 1, N ; , Y EXISTING STRUCTURES AND COUNTOURS 20 _ rl 0 main street R08 08 5 8 .�4 3564 PHONE WE PI FROM TOWN 'G I.S P RE COMPILED R M MAPS. - .,. ,. falmouth' A m a. 02540' FAXIN FEET 548 9672 1 inch 40 ft . ..:. .DRAWN. TMs CHEC KE , , Q EDGEWAT 1 ER 200 7 1 3 200 7 X W 3E C.D G �- 200173 JOB N0. -DWG. . NO .: 75 4 9 2 F SHE o 8 ET I T w I i I i i G z I i Q 5 f 9 , , 11 y A 4 y 1 I . : I � i I; I ,I 4 i 7 8 rn i s s i 7 A 77.0 5.0 7 p 4.5 o ' 1 0 f g 7. I 1 O 0 i n C! J 7 , �yt 5 0 7 .2 x o - S 3 Q ; 0 o S 5 6 r co k 6 O ' c � ♦ • A h ` : P O x 2 V V 2 1 f P yi. V 3 C, 0 ♦ 1 - p a 2 •.. . ?2 OU D 7 __3 F 9.85 s sR S X76.0 RI 8 BA ' i IN 0 d O Z 7 2 fi I 2 1 d h sot► 6 D 12 PVC 7 1 PVC C 4 2 A T 18 L.F. 2 N i CH 11 LF.: 7 M. . N P V . 12 VC S 0.0 O 1 2 T OUD CATCH 0 i SE LEVEL 8 DI M. x U I 1 P 8 DEEP 2 VC 1L.F.I, l� 8 8 L BASI RIM 89 78 '-'LEA IN PIT souo ca TCH rL F G I w 4 11 L . h 70.0 _ 12 PVC I DK ,. SET LEVEL ER � :BASIN RIM 7 .. EM GENCY INV T 0.25 `1 PVC OU 65.78 v�2 : OF ON // ..E ALL AR N S 0 02 OU SOLID CATCH INV. /' 11 :.GATE' . OUT. 88 2S 11 L.F. NV. I ,85.81 .� a h ACCESS ,BASIN RIM 7 . s ,... 0 8 a .. S 0. 2 n �. 12 P A 0.02$� s Nv. OUT ,. .. TYP.� » 08 a MIDI.) 0 D 03 A d 14 L.F. 2 PVC 8 � i P 2 VC SOLID CATCH ri P. 2 VC O . 1 � a 0 S .0 02 .. F 1 L ... 1 F.BASIN RIM 71. S . L ASI 8 r0 L.F. .F a 18 L . 1 P�r /� 2 VC 1 2 e 8 snv W s carcH o, 121 .. M�O S 0.02 SEii LEVEL INV. OUT 87.85 AM 7 SET LEVEL .a 11 F. 2. L x S 1 8 N S , 8 OIAM.`k 8 DEEP ' LE t7 A.. OU t. B N RIM 71.23 CN DE <SOU r D CAT .,> 68 S• . fNG o a2 r ,r P T SS 'LEACH LEACHING PIT w 4 S w V. T 7.8 T. OU 8 BA A q 4 ,, : SIN RIM 9.78 i E A Sr , !N V OL1 c // SOLD CAT OF STONE ALL IlR N CH tt D E OU D C w N r A r t �'tR T INV. I65.50OU CATCH N l sRIM- I 8 N B�. a . N 0,FV 8.IASI NV. IN 84.80 - N ,..BAST N.10 33 e OU RI . t M 8 D A x 8 DEEP S D CATCH F . _ INV. .S 40 , E e v o s3 out e. D 7. ,. ou z r 8 IAM x 3 D 8 DEEP . W 6 r 01 ASIN RIM 7 .. r . x 8 LEACHING PIT w 4 1. 8 DEEP t CCl n.f S 3 4 A a. . LE CHI GPIT-w 4 S I.EA 1 P 2 VC CH �..INV. T 8 .08 ? >1 OU G PIT r. w SOUO CAT T // Otl CH OF STONE ALL I�ROUND 5 TT c 0 C 1 CAMME 71 A // T Y OF ST E A 'AR N LL OU D r OF . ... 12 PV 17 L.F.R� �., L CN E,. �i. ALL' SOLID CATCW INV. IN 67. . / 63 1 P VC AR 2 VC BASIN RIM 73.70 a k� ✓ OUN D .. fNV. I 85.08 a - IN V. i N. S�0.02 '; ` 1 L.F. 8 . .INV. OUT a7.S3z 35 BASIN R M 7 .3 2 INV. T 18 L.F.L.F OU 89.70` 1 8 8 AM z DEEP N t INV T 4.. 8 98 � S. 0.02 V IN S 0.02 0 `0 < _OU 2 r . 3 ING PIT w 4 CH / .. 8 8 r. STONE ALL AROUN .. 8 DIAM. y x a DEEP IN 1a7.2a 12 PVC f' 4 .. a _>LEACHIN G PIT w .. 718 .T 8 .. W t 11 F. r L . t r .w • H OF ST // _ ONE ALL AR N D P ... P S h OUD CAT s o.02 CH o INV. N �� J, I I 88.86 BAS IN RIM. 6 DIAM. x 8 DE EP V a F 'S0 2 O O INV. OUT 66.7 / co 0 >LEACHIN .. G PIT w S 0 n INV. 0 �C WT 67. V 5� - OF STONE A AR LL W ii INV. IN N 7. 1 L \� I 8 8 n 7 7 . DEEP 2 8 X 7 J INV. OUT .71 8. DIAM. x 8 '.. w 2.8 M LEACHINGP , n 1 PIT 4 i d ef• OF STONE // ONE ALL AROUND 00 co 0 h , 2� INV. N 69.10 x X 7 3 to �O 7 2 0 M ' w 1 • rn 0 • p J 2 7 0 9• I _x o Q �o• LL -74 , f 76.0.0 00 t� ` O st - . 74.5 O 6 , aO to cy 0 I o .J , N tp S , fp cp 73.5 5 0 p i p O 7 2 , 7 2 1 ti � S 70 �0 6 s 0 s 7 56 `6 8 6 7 66 2 6 I I I O 6 I ' O Q (O tri J N ' CO CO ,CD O_ O ,p _ pc co ., co 0 rn �a , I t I 1 , t �o �1 NOTICE 5 I 4 Unless and until such time as the original re d stomp of the responsible onsible ProfessionalEngineer, orProfessional Land Surveyor appears on this pla n: A no person or persons, Including any municipal or other I' pub lic officials may rely upon the information contained herein and B this plan remains the r ert f Holmes & McGrath, P Y oinc. - I DA TE DESCRIPTION lDrawnIChecked , R EN I S I O N S PRELIMINARY RA I G D NG AND DRAINAGE PLA N SITE PLAN I ;PREPARED FOR EDGE. WATER FINANCIAL GROU P IN BARNSTABLE 4 . 1 4JDATE: JAN. ` 1 0 ..SCALE. 03 2001 i�lci°��"si'.L�. K GRAPHIC SCA M K l��i� T r hol mes and me a ra th Inc. CIVIL 20 0 40 120 r 40 , Na . civil engineers 'an d land surveyors eos 9 � r : Y U }} p C i P` t 200 main street 508 54 PHON 8 3564 E _ IN FEET fal mouth ma. FAX( 02540 5 08 548 9672 1 inch = 40 ft. 'DRAWN. T MS CHECKED,E . w ' EDG AT E ER 0 0 1 2 73 1 200 73GR W D.D G 200173. JOB 7 4 N0. DWG. NO.. 5 9 SHEET 3 of s I -- - - - --- - --- - -- . - f T i I I 0 60 9 4 G. ti• I 'I _ I 1 78 rn �s 76 HOUSE #10 HOUSE. HOUSE � 0 77.0 ` S SF, #VV_ #3 75.0 ss so 7 �O 4 5 GVV= �'1 4 ti q ti ousi: # EM RGE CY INV- r1 /NV.� J 66.50 O 5�n !r J� s7.59 ^ � � G ?7.0 CCE S J s7.86 1 0, INV �1 ) S O h O I INV- F /NV= ' R0/4 D` 65.s7 O , 64.80 O 2 fT�•> s a # 1900 O Q 6504 O a 8 toll z y � 4 .� G a, . �, S F/NV o �, � _ M Q 67.35 G JN✓.= cT : INV. r o Sc5 -� tJl sSBB •O s3�45 �, h � 15 CIS 3 INV- 66 O a O 4 J f° . P�20P(OSED HYDRANT ,� o O /� p � •" �tj 2 e . a. 3f t INV- 4 C 1 8 GAS VALVE dt r 2 � � s4 59 a, cn I � x76.0 � 8 x 18 TEE m g INV. �, 7 �r o 4 ,D/AM. 'I'L 6 w � s7.83 •' r c� 2 � � � to �, .1 8 74 MANHOLE 5 ( ) O s. a t�i W o - 72 0.1• �- � t � R/M = 75.2 � ,1 PROPOS � EO = A�z+ � p ; 4' DIAM. >r INV /N= 62.83 r » <' � PRO Mp,1N 70.0 SS 0.00.5 s o <:'>�� V OUT= 62.73 8 �Ps WATER ° ° /` •, .,, � MANHOLE#4 •o /N ,. _ D.J.DWq 8 TPPPING SLEEVE P OPOSED HYDRANT 8 PVC I- IJ5 L.F. 9 P �s,.:,.a - 8 PI2^ 15 L.F. 1ER Mq & 8 GATE VALVE 8» GATE VALVE & .,;'�'k :' ~'�, � ?97L.F• ,�;.r;;. ,i.L ,,; RIM - 73.8 1 0 0 :...... 8 x 8 TEE a .u: � O INV. IN = 63.80 76 y oos .........::........ INV. OUT= 6 y O17 » a 4' DIAM. `k` , r , S�. / ° W EXISTING 8 wv P �,, ,: S' / SAWCUT PAVEMENT 8 .,ti..0 .M.:; 4 DIAM. 4 L.F O MANHOLE#2 .♦r .,� • ,:}�, F � 175 ``**)'� '� REPAVE AS NECESSARY MANHOLE 3 M .,. V`1 / WATER MAIN .�.-, RIM = 70.6 # SC $' ,., pVC fir. �'. dr. 1 � Jt � :8 ❑ w - ,. _ RIM 70.8 E 1 INV. N 66.17 O i ry, W J. � .. Y JJ M TT a•CA ME ti `L ,., _ . INV. IN 65.39 �• . '1 INV. OUT 66.07 .._• o INV. OUT 65.29 I • r i M r 1 1 k 6 I / 1 { 1 1 4, DAM. 1 I i t O I 1 y I i t a 3 t0 I t MANHOLE 1 t T '1 RIM = 72.4 INV. OUT= 67.00 h O N i 72 P J G u� s6.5J II t , + l W (n M Q O> 1 II + � ?S LF• p m W ^ _� � 1� 7 � � 1 + I O S r _ oN.- 0 h W .t II co , + , + j , /NV NZ I , I , OM•+1 UJ I V �. 67.43 6'f 31 O I , + , 2 l� �. I 1 O G J t J G � lNV .. II I t t + t O I 4.81 s � l!1 O I r 1 = Z • 1 t 1 INV- tT1 o PR P R K T o O OSED UC C SYSTEM I + s7.s7 O t 1 t SEE SH£ET 6, 7 AND B M t a >�i < LL / s 10 74 465I + J ,�+ s7.B9 �oJ��i - Gj •��IsN '�r y _ /NY`= 65.8 4�h /NV= 76.0 V= HOUSE O 7 4 IIIIIIIII ° NV- yO 4,5 o0 0 I, I �E INV S 5 II O > 6517 F HoU I N h' � 6d.17 SE I to O � #21 ,o U S � S _ I O F .5 I i 73 O � lDa .o 00 00 II I 4� 2 1 �o 26 � # �/ HOUSE 72 72 _�I i __' S 1 ti 70 6 70 ; CD ' Q 56 �2 68 , 8 72 66 d- 6 / O co 2 � �o '� 6 qj 0 cn O I N <n o CO .� <o i �o - NOTICE g 4 Unless and until such time as the original red stam of he t (red) P t responsible Professional Engineer, or Professional Land Survey or appears on this plan: A no person or persons, Including an municipal or other O P P 9 Y P Public officials, may rely upon the information contained herein: and 13 this pion remains the property of Holmes d McGrath. Inc. DATE DESCRIPTION lDrawnIChecked REVISIONS PRELIMINARY. SEWER AND UTILITIES PLAN SITE PLAN PREPARED FOR EDGEWATER FINANCIAL GROUP IN BARNSTABLE . C/ y F JAN. 31 2001 SCALE. 1 40 DATE. o �B. I IUICHI:E , ,• GRAPHIC SCALE � FLAT , _ M h I IL 40 20 0; 40 120 o mes and me rath Inc. , 3 �93 O g N / civil engineers `and land g . surveyors ,� 200 train street 508 8 564 PHONE ( IN FEET - ) falmouth, ma. 02540 508 548 9672 FAx i inch 40 it. • �i DRAWN. TMS CHECKED. p EDGEWATER 200173 200173SEPT.DWG _ JOB N0. 200173 DWG.-' NO.. 75 4 9 SHEET 4 OF 8 I �s 76 0 c 0 95 4tiA 6 6 6 yG� 72 6.0 rN O 72 CO 74 j?, 6 2 72 Oksi 3+00 ?7- 00' 4 EMERGENCY S Q` GATE ACCESS I iiiizmm (TYP.) ROAD �40' w/Dc) -`yam '2 P _ 0+00 1+00 rn 0 �� IVI IVI �ti —f 10+57.59 O o r� r 6 0 0 N �O 72 OD J O 74 �a 00 6� �N ,00 1 0 N PO 0� CO 7 72 70 2 Sg 6S 70 72 64 56 68 72 66 6 2 i i i 80.0 EXISTING SURFACE 12' LEFT EXISTING SURFACE 12 RIGHT E - RUN EXISTING PAVEMENTCENTS 1.00% PAVEMENL PROPOSED 70.0 n. f- f- - z r- z z _-a z w x _ N (� x f-Z Z � m tM U al wmf00 � � UNM a C9 \, \ of pp a W f- 00 N d tD M z x o o `� `� �o a' o -i a cn o a; w r; NOTICE c� o M o u cc Unless and until such time as the original (red) stamp of the F w II too O U � II � �. w F f- o co cc o II v� o n 11 responsible Professional Engineer, or Professional Land Surveyor J V10 � u� �* � � � P 9 y0 a co II II o z z z � o o �o o _ . c� � w _ � _ o appears on this Ian. . PP P o a: f- II O IIme z0 0 > > > > > (A) no person or persons, including any municipal or other 0 0 0 o > > `X > > > + z — — — — public officials, may rely upon the information contained herein; and e O w w > z z z z i oaf- — ►- a (B) this plan remains the property of Holmes k McGrath, Inc. z + z I p x x x p d tD J J J (n d' W d J � � tG .� � J DATE DESCRIPTION Drawn Checked ,OAn/V E-ZEv R E V I S 1 0 N S 500 PRELIMINARY ROAD PROFILE 0 O LE Of N IA M If7 N d� IA IA to .1� 00 IA.f� Cn et ' IA_ .� �A �A IA .� I� a) N N N . . .� .N tG t0 �M! N of n n N n N N n nj O .t N 1� �n ^� co <p �c SITE PLAN PREPARED FOR 0+00 1+00 2+00 =3+00 4+00 5+00 6+00 7+00 8+00 + 9 00 10+00 EDGEWA TER FINANCIAL GROUP IN BARNSTABLE, MA r , PR OFILE t` L SCALE. 1 4 AN o DATE. � . 31 , 2001MICHAU B. >� HORIZONTAL SCALE: 1 — 40 holmes and me rath inc. g WIL civil engineers and land. surveyors No 21 313 VERTICAL SCALE: 1 — 20 �508) - .4 0 main street 548 3564 PHONE falmo uth, ma. 02540 508 548 9672 FAX n. CD DRAWN: TMS CHECKE \EDGEWATER\200173\200173PRO.DWG JOB NO: 200173 DWG. NO.. 75-4-9 SHEET 5 OF 8 i 80.0 JJ I i GRADE TING G EXISTING EXISTING GRADE . STING E I PROPOSED PAVEMENT PROPOSED GRADE 70.0 I s= o.O 05 80 PVC-85 L.F. S=` _ o.005 s o.005 IN �EMA s= o.o� 8 PVC 167 LF. S= 0.005 ' ro 4' DIAM. 4 RUCK FILTER 6'PVG'- MANHOLE#1 4' DIAM. 8"PIS' - 135 L.F. RIM = 72.4 MANHOLE#2 75' LONG L.F. RIM = 70.6 » S- 0.005 x 4' DEEP INV. OUT= 67.00 4 DIAM. B PVC - 297 L•F. B PVC-46 L.F.INV. IN = 66.17 MANHOLE#3 INV. IN- 70.00 INV. OUT= 66.07 RIM = 70.8 4' DIAM. INV. OUT= 66.00 INV. IN = 65.39 MANHOLE#4 4' DIAM. INV. OUT= 65.29 RIM = 73.8 MANHOLE#5 INV. IN = 63.80 RIM = 75.2 INV. OUT= 63.70 _ INV. IN 62.83 INV. OUT= 62.73 r, i 60.0 _ 11000 GALLON MIXING TANK 01 ACCESS HATCH TO GRADE INV. IN= 65.65 I 8,000 GALLON INV. OUT= 65.40 10,000 GALLON PUMP CHAMBER _ ANOXIC CHAMBER ACCESS HATCH TO GRADE COVERS TO GRADE INV. IN- 61.86 INV. IN= 62.66 L j INV. OUT 62.11 INV. O = 6 UT 2.41 10,000 GALLON 0 E UIILIZATION CHAMB ER COVERS TO GRADE INV. IN= 62.36 2 36 INV. OUT= 62.11 21 50.0 i DA TUM ELEV. 45.00 I I 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 i _ I i i I I i ¢ OrQC+ i 6"PVC-5 L.F. S= 0.01 NOTICE Unless an nil h �m a h ri i 1 d until such time s the o na red stomp of the 9 (red) P responsibleProfessional n in r Pr i P Engineer, o Professional Land Surveyor Y� LEACHING TRENCH appears on this Ian: 8 000 GALLON PP p . A no person or persons, including an municipal other 90 LONG ) or of e PUMP CHAMBER ( P P 9 Y p ACCESS HATCH TO GRADE RUCK FILTER x 2 DEEP public officials, may rely upon the inf rmatit n contained ained herein ; and , ' _ B this Ian remains the property of Holmes & McGrath Inc. INV. IN 64.75 44 LONG INV. 61.00 O p p p y INV. OUT= 65.00 x 4' DEEP BOTTOM-59.00 INV. IN= 62.00 4"FORCEMAIN INV. OUT= 58.00 10,000 GALLON DATE DESCRIPTION 7Drawnj8hecked DETENTION TANK#1 INV. IN= 65.35 6"PVC-5 L.F. _ R E V I S 1 0 N S INV. OUT- 65.10 S- 0.01 - 10,000 GALLON P R PRELIMINARY R IN DETENTION TANK 2 EL SEWS LINE PROFILE INV. IN= 65.05 INV. OUT= 64.80 SITE PLAN 8,000 GALLON PREPARED FOR PUMP CHAMBER ACCESS HATCH TO GRADE INV. IN= 57.95 EDGEWATER FINANCIAL GROUP INV. OUT= 58.20 IN DA RIM ELEV. BARNSTABLE MA 4500 1 n SCALE. ;1 40 DATE: JAN. 3 2001 , � A9cC�PAT holmes and me rath Inc. .. surveyors CIVIL civil engineers and land 12+00 13+00 14+00 15+00 15+50 200 main street 508 548-3564(PHONE) falmouth, ma. 02540 508 548-9672 FAX . , DRAWN: TMS CHECKED. " EDG WAT 1 E ER 200 73 200173SPRO.DWG - � � � JOB NO. 200173 DWG. N0.. 75 4 9 SHEET 6 of 8 I 75' or 44' SEE SEPTIC LAYOUT FINISH GRADE • � � 11 � ��� 11 � �� � � �I � ��� � 11� 11 �� 1 � � 1 ,1 � �� � � � 111� � �I �� � , �� � 6" MAX. THREADE D PLUG o n e (WATERPROOF & WATERTIGHT) a aaaaaaaaaaaxaaaaaaaaaaaaaaaaaaa>saaaaaa====a=======a====aaa=====______=====aaaaa========a==aaaaaaaaaa=-==sea aa��>sa=-=-=_�.. 2" PVC LATERAL VALVE BOX SET A T 2" PVC LATERAL CLEANOUT FINISH GRADE (H-•20) : sssaaaaxaaaxasaxasaa sssaaassaasayssassaaasaassxaasaaa sasssasss:=::aaaaaasassssasssssssxaasaassxx as sas ss saasassasssasaas 90.0'Off » 1 4 PERFORATION AT'� / 1 4 PERFORATION AT : THE 7:00 POSITION / I THE 5.00 POSITION 2" PVC LATERAL � 4500 I a xasx:sassssaassxxssaassxsa aaa sas a: sasassa -- s a: ss aaaaa aasaaassass:ass�ass���assaaassaaa:=saassaaaasaaaaasssasasaaaassassaaas - I LATERAL PIPE PERFORATION :I M DRILL 1/4" HOLE / HORIZONTALLY THROUGH a :axassaasssaxaasaaaasa�as a asssassssaa zassaaassaaasaaassssassassaa:=ssaaasaaaasasa sass:==sea:=asaassaassastaassaaassx:asses THE ELBOW AS SHOWN - 4 PERFORATED PVC PIPE INSTALLED AT THE BOTTOM OF THE RUCK FILTER IN 6 LAYER OF STONE LATERAL PIPE. AN CLE OUT FORCE MAIN » 71' PERFORATED 90 2 PVC LATERAL TED LENGTH (12 HOLES TOTAL) a =saxesssaassasasaxsaxxaaaasasazsssssssa=aasaaa:=sass xa sas ssa sasses:=aaaaa::=a=sasssssssaaasss asaaasxasasassasasaasss=eases - � � , 1/4" HOLES AT 4" MANIFOLD BELOW 12 O.C. 2" LATERALS — 4' O.C. TYP. U U U Y n » p U � O 4 TO 2 BUSHiING 0 PERFORATED PVC DISTRIBUTION .PIPE SYSTEM J J � o U O NOTE: '. s asaasaaasasasssaasas:sssasax aaxsaaaasaaassazsssaaasaasasasaasssaaaaaasaaaszsaaasssasaa aaasssa saaszasas ssasssasasassaas:sas _ - o 0 0 o CLEAN OUT EACH LINE 4 ON CENTER. 4 TEE. �n �n u� Nn NOT SHOWN O !; f a seas asses=a�sssa sasaaasxsaaassasstaaasaasasxsasaasa as 4 U Y Y Y =aaassassasasasa:=asssmasass:=asasasssssasxss:ayssxsasaassaaasasssa 0 , O 0 - 0 ELBOW HOLE U 6 O.C. v J J 0 4 MANIFOLD o 0 » 2 PVC LATERAL ^ n n r 4 LATERAL MANIFOLD--� a as sasasaaxxxasxsassaasaaas:==��sasas:aaxsxas saxaaaasaaa a:aasssasasassaasaaasaasasassaassasssaaaaaasa=aaa sassaasssasaaa " I 1 4 HOLES AT 1 / 2 O.C. , O RUCK FILTER MANIFOLD & LATERAL ASSEMBLY MANIFOLD �c LATERAL ASSEMB Y L LATERAL I RF R TI L � TER L PIPE PE 0 A ON LAYOUT LAYOUT OF EFFLUENT PIPE SYSTEM FOR RUCK FILTERS::' DETAILS F of MAIN cFILTERS i SCREEN SCREEN NOT TO SCALE NOT TO SCALE 4 PVC V— _ ENT P— _ IPE N - FINISH GRADE i i u 1 n i n i i n i n i 1 i 1 i n i i 1 1 n n i u 1 u u i n n i 1 u 1 z THREADED PLUG 6 MAX. WATERPROOF & WATERTIGHT „ 1 1/4 PVC LATERAL VALVE BOX SET AT < ! 1' 1/4" PVC LATERAL CLE N/ A our FINISHED GRADE FINISH GRADE H-20 9000 „ 1/4- PERFORATION »/ ORATION AT �-1 4 PERFORATION AT PITCH - THE 7:00 POSITION H „ THE 5.00 POSITION 1 1 4 PVC LATERA L 4 VENT PIPE / 4 I .010ot 4 PVC. VENT PIPE. MANIFOLD TO .SURFACE TYPICAL _ ) LATERALP P PIE ERFORATION DRILL 1/4" HOLE SURFACE VENT PIPE DETAIL - HORIZONTALLY THROUGH 1 NOT TO SCALE , .THE ELBOW AS SHOWN � 4 e I - t . LATERAL PIPE. CLEAN OUT • y 40 PERFORA TED LE NGTH GTH 8 HO LES TOTAL ) ( 90 1 1 4 A R ) I PVC L TE AL - 1 4" HOLES AT 101' O.C. 3" MANIFOLD BELOW y ' „ y U LATERALS 4 U O.C. TYP. 2 T U/ 0 1 1 4 BUSHIIN —i. / G O O„ O w O L J J 3 TO 2 J „ BUSHING J c� U NOTE. I U c.> 2 DIIA. SLOTTED .PVC VENT PIPE - _ o O o p CLEAN OUT 3" TEE In en u� ,r) NOT SHOWN EACH LINE 4' ON CENTER. , Y Y Y Y 2 U U U ELBOW HOLE o O O 0 —� , J J J � 5 O.C. c� U _ �, „ o o - o 4 VENT TO 3 MANIFOLD o 3 LINRA L MANIFOLD 11 4 PVC LATERAL h 1/4" HOLES AT 10' O.C. BUILDING N SUCK FILTER MAN IF D 0" & LA TERAL RAL ASSEMBLY MANIFOLD & LATERAL ASSEMBLY LATERAL PI— — — PE PERFORATION LAYOUT. LAYOUT OF VENTING PIPE FOR RUCK FILTERS. DETAIL S FO NOT To SCALE R DOSING " OF THE POLISHING RUCK FILTER NOT TO 4 PVC SCALE INSTALL A LAYER OF FILTER CLOTH ON TOP OF EACH STONE ROOF VENT LAYER P GROUND SURFACE " LA CE FILTER CLOTH 18 MINIMUM ' 3 MIN. - FILTER CLOTH ....CLEAN SAND BACKFILL , PERFORATED PVC PIPE SET IN S10NE LAYER 0 0 0 0 , , 0 0 0 ,o 0 0 —o 0 0 0 i o 0 0 0 0 0 0 10 N► STONE urge [if71 INORANN ,.,.. .. .; .... ... .....: ., : •:.., , < LAYER CONTROL 'PANEL .:� .•. ..,•. :, ...+.....•.•. .. :..•: r STONE urER Y WAIN SOAPPUMP a•SAND u NOTICE .: . ,, .. .:•, Tee 3 " z•STONE LAM Unless and until such time as the original (red) stamp of the . : . . . .. .. ., .. responsible Professional FLEXIBLE.= ,,. .,• ,. .• . , pEngineer, or Professional land Surveyor 000 /sg Yo FURNISH AND INSTALL .. ... ,,. . . ..• .< •...::�•..;,. . .•. ., ,• ... . .., ., . PLASTIC TUBING GENERATOR t :•,. .:.: .. ,. .,;._,.;`: ;..,•:., appears on this plan. GROUT AS REQUIRED A no person or persons, n I in ,e O P P i s udl g any municipal or other 1 � e ee o e o e•e a o°e o s o°e°o°e°o e e e e e o e e s a e s e e e e s e e e s e e e e e s e e• e e a o e-'.. eeoeoe ea e o s o e o a o e o e o e e s e e o e e s o e e e o e o e s•e s e a e e s e s e e e • - 1 o e s e s e• e e e o e e° public officials, m I.°.e.e.e e°. a s a .Tel upon the information i ..e e.e o.o. e.e.o. .o e e e o e e STONE uYve MNM/11M` P Y Y P contained herein, and O +o•e e e s°o°e•e°s°s°e°o•e °e°e°a°ee°• seoeeeeoee a P. _. ' .TANK ,,.e.e.,,e.,.ee,aeee.ee,e,e, .eeee.,.,.•.�,.e.eeee°e°e,. (B) this plan remains the properly of Holmes & McGrath, Inc. W Y I E-- Z _ Z — 55 GALLON DETAIL OF RUCK FILTER L` N TANKS LAYERS • PROPOSEDD a VENT SEE PLAN ` DATE DESCRIPTIO N ` Drawn Checked NOT TO SCALE FOR LAYODUT OF VENT SYSTEM � � SOAP P SLAB uMP R E V. I S 0 N S . RUCK TA 3 DETAIL SHEET FOUNDATION " PROPOSED 4 VENT SEE PLANSLAB , WALL FOR LAYOUT OF VENT SYSTEM AT 2X MIN, OVER RUCK FILTE 3/8- FINISHED GRADE SLOPED /8 FLEXIBLE PLASTIC 3 .. 1 SITE PLAN /8 FLEXIBLE TUBING INSTALLED INSIDE I FURNISH AND INSTALL FILTER CLOTH OVER RUCK FILTER 1 T PIP 2 SCHEDULE 40 PVC PIPE PLASTIC TUBING : 1 PREPARED FOR ,+ �N ,1 4 R :1 >_TE 1' ,. K F� ROOF VENT PIPE CROSS SECTION SOAP PUMP CROS - STORAGE "HOUSE PERFORATED Pvc .. EDGEWATER FINANCIAL To RUo s SECTION PIPE GROUP DISTRIBUTION SYSTEM NOT TO SCALE NOT TO SCALE p r... 1 IN 'INSTALLED IN A 6 STONE LAYER ,i NOTE NOT TO SCALE - I• REFER TO PLAN FOR LAYOUT r"•• :1 2" SLOTTED VENT PIPES INSTALLED . __ter—err W+oi.vJi �3�LJ : .. ... . .... ......' . ..• :. ,.......:" y IN THE STONE LAYERS WITH.SLOTS DOWN. SEE PLAN FOR LAYOUT MA 1. FURNISH AND INSTALL MODEL C-1530LP CHEM FEED VENT SYSTEM B A R N S TA B LE PUMP. OF ; PUMP SHALL BE ADJUSTED TO .v ,�.. SHAPE AND 'R LACK FILTER EXCAVATION 7 4 DIA. PERFORATED WITH 6 MIN. A SCALE. AS SHOWN JAN. 31 2001 ENGINEERS SPECIFICATIONS. GRATED PVC PIPE LAYER OF SAND PRIOR TO INSTALLING DATE. INSTALLED AT BOTTOM OF R THE IMPERMEABLE MEMBRANE LACK inc. ..� s T _ ,�HE PUMP WILL BE WIRE D TO A DOSIN G TIMER AND TU RN .� .� I PITCH B ' FILTER IN 6 A OTTOM 2 FROM OUTSIDE TO CENTER L YER OF STONE,' h OI YYl P.S C�n� I'Y't C raI th Inc. WATER TIGHT BOOT � •; v CAVIL ON AND OFF AS SPECIFIED BY THETo BE INSTALLED ENGINEER. � 3 civil engineers g rla and land surveyors AROUND OUTLET PIPE 9 Yes �. 2. N .a . _ O CO TRA CTOR SHALL FU RNISH H S SHOP 0 DRAWINGS W S F t. �, • _ G 0 >�. F RN U ISH AN D INSTA LL IMPERMEABLE MEMBRANE ., . - 200 morn street R08) 08 548 3564 PHONE1 � AS SHOWN. USE PERMALON CONTAINMENT LINER INSTALLATION OF SOAP PUMP AND SOAP STORAGE. _ � ,,• SECTION OF RUCK FILTER falmouth, ma. 02540 548 9s�2 E-Ax AS MANUFACTURED BY REEF INDUSTRIES, INC. 3. CONTRACTOR SHALL FURNISH AS BUILT DRAWINGS OF NOT TO SCALE OR APPROVED EQUAL. DRAWN: TMS CH ECKED INSTALLATION OF SOAP PUMP AND SOAP STORAGE. • I \EDGE WATER\200173\200173DT1.0 WG JOB N0.• 200173 ` DWG. NO.. 75-4-9 SHEET 7 of s r- 7 17' —0" CROSS COUNTRY IN PAWED AREAS f IF 1 T-0" ' s•W. FRAME SET IN FULL BED OF MORTAR » . • • ///•� •• BRICK & MORTAR FOR GRADE ADJUSTMENT • .. ..._ . .• 2- 4" Diameter i34 x34 .� � DIA. 3-24" Diameter Access Holes 3-24" Diameter Access Holes TIMED DOSING PANEL TO BE • Access H e A cess Hatch . I aG•o LOAM SLOPE 13" FLAT TOP o � INSTALLED IN READILY o PROTECR AMTION ACMo SECTION �. o b ACCESSABLE LOCATION. As REouRED \ \ - .: a• - � � .,• \ 1 RECYCLE PUMP TO RUN INLET: OUTLET •.•, • OUTLET OUILE T EVERY 6 HRS. FOR 20 MIN. ,• -'' �' �� `/ `� �� �../ ✓ CAPABLE OF PUMPING 60 GPM ` .r•;ts":`"�.4y.., • :>''•,. V-3"ROAD GRAVEL BASE 12 " AGAINST 15' OF TDH r , TYP. r _ _ s a,:; 4.,,��.,,,,: ��; �;`,�, ,:- RISER SECTION STEEL REINFORCED POLYPROPYLENE . �.r-,.� .3 .•c 1r a• a •+ •.•. .n. �..•, • HEIGHTS VARY STEPS STAGGERED .�. .. .ter . ,"r,r."•�,+,,;fir •T,�!^�•;�� .,•, - •. ,a i4... ..M. -;.�.••; . . . . , —r. ..-�.. . r,�.n,,. .. . •, ,..... . .,...: . .w •. � .c:. t. .r a.... : 1 TO MEETING ASTM D47 . - STEEL REINFORCED PRECAST CONCRETE METAL FRAME d< COVER � .." ...� S 48 DIA. 8 & 7 AR/INLET ER FRAME &COVER WITH LOCKING BOLTS $ STEEL REINFORCED PRECAST CONCRETE STEEL REINFORCED PRECAST CONCRETE OVER "T's WHERE REQUIRED. OVER T's. =•r ;:� �:' ,rw .?,+;='>:�' nu MATERIAL ERE REQUIRED. PLAN VIEW ACCESS PLAN VIEW HATCH �"•r,s-:r•"<' :�.� n. PLAN VIEW ----------------- PRECAST CONCRETE ,;��;:�••an',ta:f4�o>.�r... � PRECAST CONCRETE ECAST CONCRETE „ REMOVABLE COVERS g TANK RISER TO GRADE. .: I�, `•„ NK RISER WHERE TANK RISER WHERE 6 r•w , 6• REMOVABLE COVERS 6 QUIRED 8" REMOVABLE COVERS 8 REQUIRED + :4 PRECAST CONCRETE „8 iNtFr• MEN THI nLL MATERIAL mn. clearance re wired � • CT10NS3" min. clearance required3 min. clearance required +'8 »INLET -"— ?, INLET 8� 3` min. inlet to outlet 20 �� .., INLET >0 2" in inlet to out INLET 1 TO 5 ?' BRICK & MORTAR OR 3 min. Inlet to outlet6 min. OUTLET 6•mh OUTLET "� :r / Z OUTLET M CONC. FORMED INVERT 12" '• , 1 r ;:' Li id level t• :; FLOW : 12 min. ;: ,n 2 min. . qu » In r 39 m r 1t -6.5 r tt -6.5 FLOW T .o a • SUDS • I / �j .. .; .�a NVER • .� o .': •' •' RAMS m n. m n. .� - rf ,•: iv ; L M If1 CU $ — . ,� OItANULAR FILL FORMED I ,•• •, S r a v N ^. .I TUF T1TE ? v TUF-T1TE I 9 TUF-TITS o /2 x2 x2 GAS BAFFLE ,I v GAS BAFFLE LIFTING GAS BAFFLE UMBER OF CU¢E ! f s 1•- -�•_• .-. �. :. of +• CHAINS ,.. Tb BE Dl MIND ` r : ' .. T• . �Y E CEN ER ,•. " sNEEn►a As Roos SET ON SOLID BASE .. T• t,. .• .,,. ,,.. . .•. ..�'. .>., ':. :�. •1t► •i• '•r. V' ••«••••t 6 � REQUIRED 6 , 16'-0" 6'-0' 10'-0" 18-0 10' 0" IN EARTH IIN ROCK (H 20) j CROSS—SECTION N END—SECTION -°" END-SECTION CROSS-SECTION END-SECTION TYPICAL SEWER MANHOLE SECTION CROSS—SECTION TYPICAL TRENCH SECTION NOT TO SCALE TYPICAL 10.000 GALLON LOW PROFILE TANK (H-2O LOADINGS TYPICAL 11.000 GALLON LOW PROFILE TANK (H-20 LOADINGS TYPICAL 10,000 GALLON LOW PROFILE TANK H-20 LOADING NOT TO SCALE ' DOSING CHAMBER INVERTS & REQUIREMENTS (TYPICAL OF ANOXIC & EQUALIZATION TANKS) (TYPICAL OF MIXING CHAMBER) TYPICAL OF DETENTION MIXING CHAMBER) FORM INVERT SHELF WITH CONCRETE , NOT TO SCALE NOT TO SCALE NOT TO SCALE MAIN RUCK POLISHING RUCK LEACHING TRENCH AND BRICK UP TO THE HEIGHT OF THE PIPE. FILTER PUMPS FILTER PUMPS PUMPS ' INLET INVERT 61.86 64.75 0.10 F F 2 LATERALS - 8 O.C. TYP. 57.95 AST T, 0.10 OUTLET INVERT 62.11 65.00 58.20 p\ \CN START LAG .AND ALLARM . 59.04 ,, 60,86 54.06 . .• : :a ': 4" MIN I FINISH GRADE START LEAD 58.54 60.36 53.56 6 MAX. ALL PUMPS OFF 55.32 58.21 51.41 THREADED PLUG d BOTTOM OF TANK 54.32 57.21 50.41 y (WATERPROOF & WATERTIGHT) Q4" LATERAL MANIFOLD-� •' •' ., 1 r GPM 120 82 111 . , , a, •. . 1 1/2" PVC LATERAL i VALVE BOX SET AT TDH (IN FEET) 21 13 14 ANOUT 1 1/2 PVC LATERAL CLE FINISH GRADE (H 20) 2 ALTERNATING PUIMPS REQUIRED IN EACH DOSING CHAMBER FORMED INVERT GRT DETAIL I I PROVIDE PUMP SPECIFICATIONS TO ENGINEER FOR APPROVAL Ro L NOT TO SCALE " �/ " 90 SOIL ABSORPTION SECTION A—A CONCRETE 1/4 PERFORATION AT �-1/4 PERFORATION AT CONCRETE Y THRUST THE 7,00 POSITION THE 5.00 POSITION THRUST •.•..• BLOCK J..� " NOT TO SCALE P 1 1 2 PVC LATERAL BLOCK PIPE BEND PIPE TEE / UNDISTURBED 45 , " SIDE OF TRENCH ;•.'•;: ..,x.. LATERAL PIPE PERFORATION r- I . ... . .. . . . ... DRILL 5 16 HOLE ;:�►>,�:� UNDISTURBED1. r` +•. •'•;••' :.• . SCALE ALARM LIGHT ,... SIDE OF TRENCH ' t r r ,•.. . ..•. . NOT TO S HORIZONTALLY THROUGH ,. 24 Diameter"Access Holes THE ELBOW AS SHOWN o CONTROL PANEL '� = / INSTALL IN READILY •t o ACCESSIBLE LOCATION LATERAL PIPE. CLEAN OUT INLET 1 1 N OUTLET GRAVEL PLUG GRAVEL PLUG J " GRAVEL NOT TO SCALE ' 36 PIPE BEND PIPE TEE GRAVEL 36"X42" ACCESS HATCH ,.. PLAN • " .. SECTION PLAN sQN. 90 1 1/2 PVC LATERAL •, H-20 LOADING ..ham..: -.r••:. +—,„"'ter.1•••—,—•�'. 91 PERFORATED LENGTH (13 HOLES TOTAL) :; .,.••;«.-:•... ":,.: .:..,.:; TYPICAL THRUST BLOCK PLACEMENT (. » " " 1 n 2 TO 1 1/2 BUSHING �I•- 1 4 HOLES AT 14 O.C. 11 » ' » _Y Y STEEL REINFORCED PRECAST CONCRE7- `... FLOATS AINLL BE HUNG ,TEES' AND PLUGS 4 TO 2 BUSHING � 4 MANIFOLD BELOW ," - '^ FROM STAINLESS STEEL ON BE►ADS, .� . �•", BARS MOUNTED WITHIN< „ �, ••,., + LAN MEW W � , h' ., • ALL FIT'11NGS 'I`C� BE PLACED J J J J P E ,,.,., U V V v NOTE. 18 OF THE HATCH. G „ _ _ CONTRACTOR SHALL SUBMIT ,JN WELL CONSOLIDATED GRAVEL � 4 TEE O O O O CLEAN OUT SLIDE RAILS SHALL BE , FORM ACCESS COVER COVER PUMPS. ACCESS COVER PUMPSPECIFICATIONS AND - V` A AILABLE FOR NOT USE 0 SHOWN W REMOVAL VA OF THE , In In SHALL BE LARGE ENOUGH TO ALLOW E 0 L PUMP`CURVE TO ENGINEER In u� EE FOR O PUMPS FOR SERVICING.:('SET AT FINISH GRADE) APPROVAL PRIOR TO CONSTRUCTION t 2 PUMPS REQUIRED FINISH Y Y " Y Y PUMPS MUST AL N TER ATE c.� c.� 5 16 ELBOW HOLE RA v v / GRADE o O " J 1 -1 OJ J 4 MANIFOLD P 7 O.C. 0 0 c� E FINISH ROAD GRADE }- 0 0 •` . • „ 1 1 2" PVC LATERAL r` ^ ^ n T ,. . / .. ' 4" SDR-35 FORCE MAIN ; » 1 ... INLET 12 MIN. 1/4 HOLES AT 14 O.C. INV. OUT •, .•• 5-0 ASSEMBLY MANIFOLD & LATERAL . GATE VALVE STANDARD VALVE BOX OVERLAP AND COVER MIN. •.. START LAG & ALARM. ELEV. •• STANDARD NOT TO SCALE LATERAL PIPE PERFORATION LAYOUT .. UNDISTURBED 1 CORPORATION LIFTING CHAINS. .',. '' io s'o.l. STOP TRACER WIRE , CURB BOX SIDE OF TRENCH VALVE ANCHORING TEE � DD START LEAD ELEV. , . I NOT TO SCALE Z I 3 LONC ATE SLIDE RAILS ,. Do PIPE , .� MAIN CURB STOP � •, ALL PUMPS OFF ELEV. ... , .:.•, o DETAILS FOR DOSING OF LEACHING TRENCHES ' — 1" PLASTIC BOTTOM OF TANK ELEV. „• :.. STIC ' CONCRETE . ;.•« � i WATER SERVICE • » CONCRETE SLIDE AWAY COUPLING _ I PROVIDE CHECK VALVE 9 0 THRUST THRUST WATER MAIN COMPACTED FILL I DESIGN DATA 11 BLOCK ,PROVIDE 12 so. BY BLOCK I FLAT STONE OR 16 -O 4 THICK CONCRETE BASE CONCRETE PAD - CROSS—SECTION END—SECTION /2 YD. OF CRUSHED STONE 8` ABOVE DRAIN , DESIGN FLOW: 9,240 GPD Z - I SOIL ABSORPTION SYSTEM TYPICAL 8,000 GALLON LCW PROFILE TANK CH 20 LOADINGS TYPICAL, HYDRANT INSTALLATION TYPICAL HOUSE SERVICE DETAIL w SIDE AREA. 2,576 SF (TYPICAL Of DOSING CHAMBERS) NOTE: jALL FITTINGS TO BE MECHANICAL JOINT NOT TO SCALE 0 NO' TO SCALE - o BOTTOM AREA: SF U. TOTAL AREA: 3,836 SF . MASSACHUSETTS STANDARD FRAME "CROSS COUNTRY PAVED STREETS 48 L.F. 4" PVC LATERAL MANIFOLD LONG TERM ACCEPTANCE RATE. 2.5 GPD/SF " AND COVER TO WITH IN 6 OF GRADE 3` OF MODIFIED TOP FERTILIZE, SEED, LIME. (MASS DPW SPECIFICATIONS) CAPACITY. 9,590 GPD AND MULCH. � NOTICE r 4 LAM SAW CUT AND PROVIDE INFRARED SEAL O 11lrE I I I I I I I ADJUST GRADE WITH BRICK WHERE PAVEMENT IS IN AN EXISTING `�1 -- NUMBER OF HOMES SERVED. 28 EXISTING GROUND PAVED STREET. Unless and until such time as the original (red) stamp of the SURFACE 8 responsible Professional Engineer, or Professional Land Surveyor .. P g I NUMBER OF BEDROOMS: 84 12 MIN. COMPACTED I I I I d I I s 3 MIL POLYPROPYLENE plan: CASCADE FRAME AND GRATE AT a appear On this . ,: ..,r.,•..: ;: GRAVEL:.:. * Includingan munici al or other . . •'• STATIONS 8+75 do t0+25 ALL (A) no person or persons, y p PERCOLATION TEST TO BE ..PERFORMED PRIORI .r OTHERS SHALL BE MA A COMMON FILL MATERIAL. MAXIMUM I 1 I I I I I 55 CHusErrs public officials, may rely upon the information contained herein; and PRECAST CONCRETE RISER STONE SIZE 8". COMPACT IN 12` TO FINAL APPROVAL STANDARD LIFTS WITH MECHANICAL TAMPER ( ) P property I 1 I gG•G I •I I �•• DIA. 2" LAYER OF 1/8" TO 1/4 " B this Ian remains theof Holmes & McGrath, Inc. •., UNDER ALL PAVED AREAS. v :•• CRUSHED STONE `SHAREDSYSTEM J T T PILOTING 1 I I I I I SUBJECT C 0 APPROVAL ; BACKFIu To BE MIN it I I it it il ••' •' •• •' ... ;.•� ::'•'.••'.•: `. •."'..+ •:. .• PLACED AND COMPACTED COVER .. .•, r. :,• . ,,: .: AS DESCRIBED IN THE BY DEP 8c BARNSTABLE BOARD OF HEALTH p poop pop 0 lDrawnIChecked �pOppp00 SPECIFICATIONS DATE DESCRIPTION ' GENERATOR IS REQUIRED TO OPERATE THIS SYSTEM VOID°o 0 0 o DRAIN PIPE BRICKS MAYBE USED FOR �'` p 0 GRADE ADJUSTMENTS. O p O O a _� • R E V I S I 0 N J p O FRAME TO BE SET IN A pOp p0 pp Op T 22`t1' DURING EMERGENCY CONDITIONS. FULL BED of MORTAR. SELECTED MATERIAL -0` 0 O O p O°O N N- HRINI 0 0 p O O O 24r r� SQUARE OPENING THOROUGHLY P DETAIL SHEET CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR o°Oo_ C s °°°oa°0 oucHL COMPACTED. CONSTRUCTION DE L S E 4 I 4y O000 00p MORTAR °o°oOvo " " ' . GENERATORS. o p p o 0 o p ppo p p 0 0 3/4 TO 1-1/2- 48 t1 aA. NON-SHRINK GRODUT I I I IO O p 0000,000 O CHAIN oR APPROVED 1 I I I I I 0 0 0 p p WASHED CRUSHED spp SITE PLAN d d d d I d 0 O O EQUIVALENT I 1 I I 90 o p 0 O p 0 0 0 0 p p O STONE - '--WATER MAIN 2" LAYER OF 1 8" ppo�°0 0 p J 0 O HEIGHT of RISER GAS TRAP PREPARED FOR „ / pop oo . op 1 J I I I I ,/ " p O O I F p 0 VARIES O p O SECTIONS VARY OUTSIDE D A 0 1 1 I I I TO 1/2 STONE _ _ 2 PERFORATED PVC VENT PIPE — 2 LAYER OF 1/8 pop p o 00000 p o p 1 SORSENT I I I I I I I I II I I it I TO 1/2" STONE p O p p p O r 0000 p FROM t TO 4 PILLOVY PIPE + 2 WA1� 1 1 2" PERFORATED PVC PIPE 00000 00 p0 oop 12 TRENCH sEcnoN EDGEWATER FINANCIAL GROUP d I it it iI : / pOpp p0 Qp opOpp MIN.' I -------------- 00000000°°0 0 O p O 0. O 0 PROVIDE "rV' OPENINGS NOT TO SCALE IN I it I I I it I 1 I it I --------------- 1 p O p O •• O°p O O O O O r 00 :5 0 r O r I ? 1 MIN T „ I " , L '� p p ¢ p BTU OUS JOINTS SEALANT(TYP> B A R N S TA B LE M/1 3/4 TO 1/2 i Oppp000p p00000o po r M WASHED I STONE O p 0 p p 0 p p 0 0 p 6 MONOLITHIC BASE: I I I 2.0 i 2.0 Reserve 1 00p° o opop Opp I I I I I 1 I OO OO po " . Reserve pop pop 0 o p STEEL REINFORCEfO SCALE AS SH OWN D ATE JAN. 31, 2001 �- pF , Area o p o p o p o p p o o p CONCRETE 4000 IPSI 28 DAYs suRFACE Area ,' . 52' VENT I UNDISTURBED BASE hofines and megrath, Inc. � � r�'ICi��:�a la ��` F • ----------� ----------� UNDISTURBED BASE ,: r�CTH . , 2 FT. X 90 FT. X 2 FT, DEEP TRENCH ciVll en Ineers Qnd land Surveyors + I�2.0' s.o' 2.Do 9 _ CIVIL "� 200 main street 508 548 3564(PHON , � SOIL ABSORPTION SYSTEM TYPICAL LEACHING CATCH BASIN TYPICAL SOLID CATCH BASIN falmouth, ma.' 02540 508 54s-ss72 FAX) , LEACHING TRENCH CROSS SECTION _ " - NOT TO SCALE NOT TO SCALE SCALE 1 - 20 NOT TO SCALE DRAWN: TMS CHECKED: \EDGEWATER\200173\200173DT2.DWG JOB NO: 200173 DWG. NO.: 75-4-9 SHEET 8 OF 8 ::. _ .. 5 �^ :. .. 's ... �. 'i.. ,s�+ .' ,. ..- ..., i. .,. F. ,f s.. aP. .K „•.c.,,,... ,.,: ... , .r ,ft \ ki • w. :R ,. , ., .<. �,. �,. is •. .. , ,.'. � '-.-.. C f S 'J wYa;a a �N 9 l