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0040 WATERMAN FARM ROAD - Health
40 WATERMAN FARM ROAD Centerville A = 207 - 91 - 02 i simp ' Town of Barnstable P# /3a a y $ Department of Regulatory Services Public Health Division Date ■esq.�� 200 Main Street,Hyannis MA 02601 �p MKS Date Scheduled Time (y Fee Pd. �(�"U. Soil Suitability Assessment for Sewage D sposal /J Performed By: l t l f 1`V"L F h9 )-t)C ea-.)d�,7)k-• Witnessed By: !/ A LOCATION& GENERAL INFORMATION Location Address Owner's Name Park 0f 116 uk�rnZA11 ��rm 2�• N Address /7� � -S�m����cs e'f . I enderv►11e, AM Q �v ficly, /17fi- e6z4-3s Assessor's Map/Parcel:/4a,;P -20 7 Pad 07' / 2�a 9f-6 9gineer's Name�l/I ya,, `nv.-T?C - NEW CONSTRUCTION _j"'_ REPAIR Telephone# .5 0,? y a f-3.3 q t f Land Use RCs.�C'+� 1-G�� Slopes(%) 0 - Ca Sarfiwe Stones (101%?� Distances from: Open Water Body t C ft Possible Wet Area ft Drinking Water Well !V4- ft � H Drainage Way /� ft Property Line 71 S ft Other 1V ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) S � a LcSi 31 Parent.material(geologic)Q\P S� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 5 Weeping from Pit Face Estimated Seasonal High Groundwater EL 4.0 ` DE. RMWATION FOR SEASONAL HIGH WATER TABLE Method Used: on, era tttt k`vm-n l'AJQ5 Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment & Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Mt. Yt Ti. [0 Observation Hole# ;� Time at 9" Depth of Perc ?,( Time at 6" Start Pre-soak Time Q j Z�`11`a nS. Time(9"-6") End Pre-soak Rate Mm./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- **If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:VSEPnCIPERCFORM.DOC S�� k o '7 11,3S7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other 4 Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Graven (S'S Q313 cs/5�w1v Ccw w� ay 7j� 7 5`t\ iw Lee- LW i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil er Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C—L5 Consistency,%Gravel) 0-5 C� 5-13 3� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency%Gravel) 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YGS If not,what is the depth of naturally occurring pervious material? Certification I certify that on I U _(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 3/z-:S Q:\SEPTIC)PERCFORM.DOC Doc: 1 t 149s6D7 09-29-2010 12=55 ' - T Ctf 192545 BARNSTABLE LAND COURT REGISTRY LAND COURT,BOSTON.The Land Locus: Lot 33,Waterman Farm Road, Centerville,MA herein deaedM will be shown on our approved plan two follow as J�ie�c�revs/o SEP 17 2010 Plan 32_.. a9� Lot 33 (EXAMINED AS DESCRIPTION ONLY) TC. PONTSHIAND ACTING CHIEF ENOIN86 DEED �/G) We,NATHAN T. RUDMAN AND KATHRYN M.RUDMAN,husband and wife,as tenants by the entirety,both of 178 Captain Samadrus Road,Cotuit,Barnstable County,MA, for consideration paid of ONE DOLLAR($1.00), grant to NATHAN T. RUDMAN;individually,whose residence and mail address is 178 Captain Samadrus Road, Cotuit,Barnstable County,MA 02635, with QUITCLAIM COVENANTS that certain parcel of land,together with any buildings thereon, situated in Barnstable(Centerville) Barnstable County,Massachusetts,more particularly described as follows: LOT 33, shown on Land Court Plan No. 32290-F,as filed with the Land Court on December 22,2009. The above-described premises are conveyed subject to and together with the benefit of any outstanding rights,rights of way,reservations,restrictions, easements and other matters of record,insofar as the same maybe in force and applicable. For title see Certificate of Title No. 156588. Lot 33 is a portion of former Lot 3 on Land Court Plan No. 32290-D,prepared for Nathan T. &Kathryn M. Rudman by BSC Group, 349 Main Street,West Yarmouth,MA 02673 and revised on December 11,2009. [continued next page] WITNESS our hands and seals this day of StO05Q.-ek ,2010. Na .Rudman i a AAA AA K an COMMONWEALTH OF MASSACHUSETTS Barnstable,ss: ` a ,2010 Then personally appeared the above named EkAkt-A -T proved to me througb4<sfactory evi ence of identification,which was `. irnC�W kUV—� Iy�Pi1.i f _. ,to be the person whose name is signed on the preceding or attached document,and acknowledged the foregoing instrument to be his/her free act and deed,before me. Potary Public .� /, / My Commission Expires:_ O�0�S 06 - z ' 10a Nd '�iripy�uua \•• BARNSTABLE REGISTRY OF DEEM Wi/bvi F. - Wil/lom F Proctor o, of r PHEASANT W 0 (40.00 W/0e J Ar 5,e /�' 9 O SHEET / OF 2 y k ' p-SUP DIVIS 0:1 PLAIT I,. LA OF IJ1..D I,I F:'AIiITSTARLn ' X0 ' (,' ��! ,vr• Schofield. Brothers Inc., Surveyors �• '� '° �►' / �-s�• why InI9S27tf�28�66N $ 1k o .,o' December 14, 1973 NO �p+S/.64 �+ t er a/ so.. CA Z00 00 R '4D/./Q . lit Hoe lao� N g Cori aeroz i w /'5698 C. r it ti ce�/oiyyr_� '� -Avr4�4.80 M , C Q. h .� v* 04 Wr.. Arnold C. �°'.r /si 66�Q 4� ',i: L one el o%` 1% ` C. • ��a I . 111 b. f' ':WaNei E. Robbios 61101�1 -- `" f "04V40.N. K/aYil,Trai,se P. p /11 .Barnard A.Pi,ldero/d e,at •. J'os1II1 L Cour/Iy h � '' 1 �' 1 . #word A. Kilroy V s`a m ,• G t 1t93 Snyder George✓. 4�` A7isip/ia,Jr. y -Bubdivision'.of Pert of Land .`'Shown on Plan 32290A Sheet 1 and 2 :;',;,Filed with Cart. of Title Ho. 59467 . ,Aeristry District of I-arnstable County Abutters are shown as on original decree plan. J Alvte Certifketes Of title may be issued &./and • *���:end�ltsAfer2.oslots_.7�andt:.------ :.' CAW r PW LAND REG/STRAT/ON ornce Suk-Woo d&xy,figiw& SHEET 2 OF2 c i:tno a 4 O 11 ti 1 q t11 b �N lb "ItI 1 1 b sl I) ' O 1 of oj WAY e 00 T11 We/for. ►Ilkto 11 C/oro H. Kroril, • s !� Traa/or Barnard A. F/l:prro/O 1 to. 0200050 I 1 h d A. Kilroy\ el w f! V l C�"'0' a ., o II 3 CO. t 1 Hat°5�p~E - 9f.3e ,1 D�0 At C4. 9619 .36 / y 61 4 4t lot oil �C*' D+++++ $ A `300 ,i Ry tiles 01254., WAY "G,t :"' //.1 . 2 a ,f.' 1 Cart 65 roJ WAY "E '•%� to 6) AV (20,00+Kee) 1a0,0 0 Gsorpr J. Con/p/Io,✓, Sco/r of this p/on 100 frrl to on inch. Barnstable Assessing Search Results Page 1 of 2 Town of : 'ru . , .. 2011 PropertyLookup Home:Departments:Assessors Division:Property Assessment Search Results New Search New Interactive Maps» Owner: 2011 Assessed Values: RUDMAN,NATHAN T 40 WATERMAN FARM ROAD 2011 Appraised Value 2011 Assessed Value Past Comparisons Map/Parcel/Parcel Extension Building Value: $0 $0 Year Total Assessed Value 207 /091/002 Extra Features: $0 $0 2010-$390,200 Outbuildings: $0 $0 2009-$491,400 Mailing Address Land Value: $369,700 $369,700 2008-$511,700 RUDMAN,NATHAN T 2007-$511,700 2011 Totals $369,700 $369,700 2006-$440,600 178 CAPN'SAMADRAS ROAD (Questions about Your Assessed Value COTUIT,MA.02635 2011 REAL ESTATE Tax Information: Tax Rates:(per$1,000 of valuation) Community Preservation Act Tax $89.28 Fire District Rates Town Residential Barnstable FD-All Classes $2.31 $8.05 C.O.M.M.-All Classes $1.33 Town Commercial C.O.M.M.FD Tax(Residential) $491.70 Cotuit FD-All Classes n/a $7.28 Hyannis-Residential $2.04 Town Tax(Residential) $2,976.09 Hyannis-Commercial $3.24 W Barnstable-Residential $2.65 W Barnstable-Commercial $2.34 Community Preservation Act 3%of Town Tax Total: $3,557.07 Construction Details Property Sketch &ASBUILT Cards Building Construction info N/A Property Sketch Legend A sketch is not available for this parcel. Land AsBuilt Card N/A CODE 1300 t� W:View Interactive Maps >> Lot Size(Acres) 18.19 l t Appraised Value $369,700 Assessed Value $369,700 Sales History: Owner: Sale Date Book/Page: Sale Price: RUDMAN,NATHAN T Sep 29 2010 12:OOAM C192545 $1 RUDMAN,NATHAN T&KATHRYN M Feb 11 2000 12:OOAM C156588 $250,000 FULLER,OLGA E&WATERMAN,T C Mar 151983 12:OOAM C91150 $0 Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value http://www.town.bamstable.ma.us/assessing/2011/displayparcel l l map.asp?mappar=207091... 2/9/2011 Barnstable Assessing Search Results Page 2 of 2 Property Sketch Legend BAS First Floor,Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) s http://www.town.bamstable.ma.us/assessing/2011/displayparcel l l map.asp?mappar=207091... 2/9/2011 4' TOWN OF BARNSTABLE Health Division— 200 Main Street - Hyannis, MA 02601 OF THE TOE FAX y�P� "°� Date: 5/13/10 Z BARNSTABLE, yo MASS. $ Number of pages including cover sheet: O i639• To: JOHN ROWLAND From: SHARON CROCKER Town of Barnstable Health Division A 14 Mail to: 200 Main Street Phone: 508-771-5570 Hyannis,MA 02601 Fax phone: 508-775-3650 Phone: 1-508-862-4644 CC: Fax phone: 1-508-790-6304 REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment Attached is the Board of Health letter pertaining to the monitoring of the I/A system at 40 Waterman Farm Road, Centerville. A copy of the initial monitoring contract should be sent to two locations: (1) Public Health Division (2) Barnstable County Health Department Town of Barnstable Attn: Sue Rask 200 Main Street PO Box 427 Hyannis, MA 02601 Barnstable, MA 02634 508-862-4644 After the initial report, you will only need to forward the monitoring results to the County. Thank you. Town of Barnstable BARNSUABLZ MAS& Board of Health 9 MASS. i659 �� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 18, 2007 Mr. David Crispin, P.E. BSC Group 349 Main Street, Unit D West Yarmouth, MA 02673 RE: 40 Waterman Farm Road, Centerville A= 207 091-002 Dear Mr. Crispin, You are granted conditional variances, on behalf of your client, Nathan Rudman, to construct an onsite' sewage disposal system at 40 Waterman Farm Raod, Centerville. r' The variances granted are as follows: Section 360-1, Town of Barnstable Code: The soil absorption system will be located only fifty-five (55) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The septic tank will be located seventy (70) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The reserve soil absorption system will be located only seventy-five (75) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The soil absorption system will be located ninety-seven (97) feet away from a wetland in lieu of the one- hundred (100) feet minimum separation distance required. r Q:\WPFILES\CrispinRudman2007.doc j _ 1 t ] 1 Section 360-1, Town of Barnstable Code: The reserve soil absorption system will be located seventy-five (75) feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The septic tank will be located ninety-five (95) feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plans shall be revised to include innovative/alternative (I/A) nitrogen reduction components attached to the onsite sewage disposal system. (2) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans (which shows I/A technology). (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans (showing I/A technology). (6) The wastewater effluent shall be tested quarterly during the first two years of operation. , (7) The wastewater effluent shall be tested quarterly for the first two.years of operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (8) After the two year period of testing quarterly has ended, the applicant may request permission from the Board to request a reduction in testing frequency. (9) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the QAWPFILES\CrispinRudman2007.doc homeowner to the Board, of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property on three sides. Since ly yours, W Pyn . Miller, M.D. Q:\WPFI LGS\Crispin Rudman2007.doc f, Dot_ 1s139s819 05-12-2010 1 :56 E'ARNSTABLE LAND COURT REGISTRY NOW, THEREFORE, A WWr"DeKAXJ does hereby place the \ (owner's name) following restriction on his above-referenced land in accordance with his agreement.wALthe-.Tom..of-Bwn d o l east whieh-r-estftetk n-sha* run with the land and be binding upon all.successors in title: 1 VO cti-d Us-MAW RftAM P-D to T- 3 0 may have constructed (address) upon the lot a house containing no more than RuE (s) bedrooms. i)M�/ kAf�Iowl N agrees that this shall be-permanent deed (owner's name) pfvp yp �wAN FARM kF-" restriction affectingkoz- 30 located on �'r.A�ia,qL, E MA, and being shown on the plan recorded in Plan Book , Paged Or on Land Court Plan 3.u9 0 -- F For title of see the following deed: Book , Page Or Land Court Certificate of Title Number ISU"e Executed as a sealed instrument ( day of M 2-o tp Owner's signature MA'rNA+J -r 9;DMn Owner's signature ONpyA/ M. D/MA Owner's signature COMMONWEALTH OF MASSACHUSETTS SS 9 201 uk���yTn.personally appeared the above-named o t :, � s i uknown to me to be the person who executed the foregoing instrument and acknowledge the same to be /1 free act and deed, before me, NkiNW T QM)MAd Notary Public My commissio exjfires: S � . KIERAN J.UNEALy (date) COMMONNN IALTN O�MAI f�CNUSITTS Mr"MM INGn NX01SA Mar 02,2014 EXHIBIT A THE LAND BEING DEPICTED AS LOT 30 AS SHOWN ON A "PLAN OF LAND #40 WATERMAN FARM ROAD IN CENTERVILLE, MASSACHUSETTS (BARNSTABLE COUNTY) BEING A RE-SUBDIVISION OF LAND COURT PLAN #32290-D, DATED 412912009 AND REVISED 1211112009" PREPARED BY THE BSC GROUP, 349 ROUTE 28, WEST YARMOUTH, MASSACHUSETTS. OWNERS CERTIFICATE OF TITLE#156588. LAND COURT PLAN#32290-F (PENDING) SAID LOT 30 CONTAINING A TOTAL OF 11.79+ACRES LAND COURT, BOSTON. The land herein4e6646@d will be shown on our approved plan to follow as A r fr"cro MAY 0 7 2010 Plan j2290F Lot CI___ (EXAMINED AS DESCRIPTION ONLI`7 T.C. PONTBRIAND ACTING CHIEF ENGINEER -q%a g vSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST 4 NHN F�MEADE REGISTER BARNSTABLE REGISTRY OF DEEDS Town of Barnstable OFtHE Tp�� :i�)(H Regulatory Services Bar!kalluad �s��< Thomas F. Geiler,-Director S MASS. ` Public Health Division 9 MASS. i6sq. ♦� �'Arev nnr�" Thomas McKean,Director } 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 24, 2009 Andrew L. Singer, Attorney Law office of Singer& Singer, LLC 26 Upper County road Post Office Box 67 Dennisport, Massachusetts '02639 V~" Re: 40 Waterman Farm Road Centerville expiration date Dear Mr. Singer: I am in receipt of your letter dated August 14, 2009. I just returned to the office this morning from New Hampshire. The variances granted to your clients on or about June 12, 2007, would expire on June 12, 2010. The disposal works construction permit should be obtained before that expiration date. The septic system shall be completed within three years from the date the permit was issued. Very truly yours, Thomas McKean, R.S., CHO Director of Public Health tm/ejw q:\wpfiles\40waterman.farm.road.variances.ltr.singer.doc Law Office of Singer & Singer, LLC 26 Upper County Road P.O.Box 67 Dennisport,Massachusetts 02639 Andrew L. Singer Jonathon D.Idman Tel: (508)398-2221 Fax: (508)398-1568 Myer R. Singer www.singer-law.com Of Counsel August 14, 2009 Mr. Thomas A. McKean Health Director Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 40 Waterman Farm Road, Centerville - expiration dates Dear Mr. McKean, Nathan Rudman and Kathryn Rudman applied for and were granted a Board of Health variance in June of 2007, for the above referenced property. ,� --i e As they complete the lengthy review process with the Massachusetts Lana Court(%e la is registered) and in order to properly plan their construction, it would be helpfulfor the Rudmans to know the expiration date of the variance, the date by which the Disposal Wor'l� Construction Permit needs to be obtained, and after issuance of the Permit, the date by whh installation of the system needs to be completed. �, We would be very appreciative of you providing this information to us. Thank you Very truly yours, i� S .. !J� Andrew L. Singer ALS/ldp -� Y . ,ee vs' ti. Sao qV Town f Barnstable o + DAMSPABLE. NABS. g t639• Board of Health $ ABED♦�Y p 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,DMD Junichi Sawayanagi June 18, 2007 Mr. David Crispin, P.E. BSC Group 349 Main Street, Unit D West Yarmouth, MA 02673 RE: 40 Waterman Farm Road, Centerville A= 207 091-002 Dear Mr. Crispin, You are granted conditional variances, on behalf of your client, Nathan Rudman, to construct an onsite sewage disposal system at 40 Waterman Farm Raod, Centerville. The variances granted are as follows: Section 360-1, Town of Barnstable Code: The soil absorption system will be located only fifty-five (55) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The septic tank will be located seventy (70) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The reserve soil absorption system will be located only seventy-five (75) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The soil absorption system will be located ninety-seven (97) feet away from a wetland in lieu of the one- hundred (100) feet minimum separation distance required. Q:\WPFILES\CrispinRudman2OO7.doc j i0k a v Section 360-1, Town of Barnstable Code: The reserve soil absorption system will be located seventy-five (75) feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. Section 360-1, Town of Barnstable Code: The septic tank will be located ninety-five (95) feet away from a wetland, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineering plans shall be revised to include innovative/alternative (I/A) nitrogen reduction components attached to the onsite sewage disposal system. (2) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the revised engineered plans (which shows I/A technology). (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans (showing I/A technology). (6) The wastewater effluent shall be tested quarterly during the first two years of operation. (7) The wastewater effluent shall be tested quarterly for the first two years of operation for nitrates, TKN, pH, CBOD, TSS, TN, and alkalinity. (8) After the two year period of testing quarterly has ended, the applicant may request permission from the Board to request a reduction in testing frequency. (9) The applicant shall submit a copy of the signed two-year Operation and Maintenance Agreement (O&M) between the contractor and the QAW P FILE S\Cri spin Rudman2007.doc i homeowner to the Board of Health. The engineer or O& M contractor shall conduct inspections to the I/A system a minimum of twice yearly. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to the close proximity of wetlands adjoining the property on three sides. Since ly yours, W yne . Miller, M.D. QAWPFILES\Cri spin Rud man 2007.doc r THE Town of Barnstable Tx---44 l Board of Health 9BA M"SMBLE• 200 Main Street - Hyannis MA 02601 �p 1639. 10 Agreement to Extend Time Limit for Acting Upon a Variance Request ° In the Matter of a variance request form received on the Petitioner(s), 4,10 ` regarding the property at the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Signature: Yh UIA Board of Health: etit' n or Petitio R I esenta i Signature: Print: Chairman Date: Print: Wayne Miller, M.D. Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 200 Main Street, Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doe r _ BSC GROUP 384 Washington St. Norwell,MA 02o6i S Tel: 781-659-7981 Fax: 617-345-8027 June 5, 2007 Town of Barnstable Board of Health 200 Main Street Hyannis, Massachusetts`02601 SUBJECT: Proposed Sewage Disposal System 40 Waterman Farm Road Barnstable, Massachusetts - Assessors Map 207, Parcel 91-2,Lot 1 (11.7 Acres) On behalf of- Dr. Nathan ,and Dr. Kathryn Rudman and in direct response to the comments of the Board at our meeting on May 22nd, BSC,has modified the plans with the specific goal of having the septic system components located as close to100 feet from the -vegetated wetlands as possible and over 50 feet from the State Coastal Bank. Also, attached please find an amended Variance request form as requested. COMPARISON OF 3-BEDROOM TO 5-BEDROOM SYSTEM. BSC has evaluated the site with fewer bedrooms, however.due to the large_(11:7 acre) nature of the site, BSC is'of the.opinion that a 5-bedroom dwelling is appropriate and, that, from a public health point of view, there is no significant difference between this size dwelling and any smaller(IE three or four bedroom) dwelling. (See attached 8-1/2" X I I" sketches of 3'bedroom system). Setback to Wetlands Setback to Wetlands 3- Bedroom Design 5-Bedroom Design Primary -100 feet 97-feet'" to up-gradient SAS wetlands (100_ Meet down gradient) Engineers Environmental ' Reserve 77 feet to ,up-gradient, 75-feet to up-gradient Scientists SAS wetlands (,260, feet down wetlands (250 feet down gradient) gradient) _ GlS Consultants - Landscape Septic .1.00 feet' ;, ` -95 ' ,.feet to up.-gradient Architects Tank: wetlands (1'15 feet down - gradient),', • r ` . � Planners , Surveyors_ os • y r -- Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA June 5, 2007Page 2 Setback to Coastal Bank Setback to Coastal Bank - 3-Bedroom Design 5-Bedroom Design Primary 5.6 feet- 55-feet AS Reserve . 80 feet 75 feet SAS Septic 58 feet 70 feet Tank THE PLANS NOW INDICATE: Y • A revised configuration-of the.Septic system for a'five bedroom dwelling that is', the maximum distance from the vegetated wetlands and exceeds Title 5 setbacks to a Coastal Bank 42 The hydraulic setback to:wetlands;' based on-ground water flow- directions, is " calculated at: p' o 100 feet for the primary Soil Adsorption System, and;, o-` Over 250 feet for the reserve area. f r • -All`system components are 100-foot minimum from the extreme high water it ,• mark providing the first exposure point(i.e. where groundwater could become surface`water) incompliance with the intent of the 100-foot setback requirement .'The proposed septic system design remains fully 'compliant with the State Environmental Code "Title 5 (310 .,CMR ;15'00) including Section 2.11 Minimum Setbacks.: 4 y• The SAS, remains a"trericli'.system'as preferred by 310 .CMR 240 (6) being .converted from the origifi lly.proposed'galley system. • The site4has been re-graded'to eliminate several hundred cubic yards of fill_ • . The site--,has been revised to-eliminate several hundred linear feet of retaining wall • The boat storage barn has been reduced in size by-30°Io r Board of Health Variance Request 40 Waterman Farm Road Barnstable, NIA June 5, 2007Page 3 VARIANCES REQUESTED.. The Applicant requests-plan approval by the-Board of Health with-variances'from the Code of the Town of Barnstable. Massachusetts, Part III Board of Health Regulations, Chapter 360 On-Site Sewage Disposal Systems for the above referenced Site. The design is compliant with the Code of the Town of.Barnstable Regulations for.-On-Site Sewage Disposal Systems excepting the Article I-Setback Requirements of Chapter 360-1 that requires-a 100=foot setback from vegetated wetlands. If the Setback Requirements of Article I -Chapter 36071 apply to state coastal-banks then variance from this setback is . requested. Setbacks are summarized as follows: Setback to Up- ,Setback to -Setback to State gradient BVW Down- Defined ' Coastal gradient BVW Bank - The,primary SAS 97 feet 3-foot 100 feet 55 feet . 45-foot variance variance The'reserve SAS 75 .feet 25 95 feet 5-foot 75 feet .-foot variance) variance 25-foot (5250-feet variance _ h drolo icall ) re uired Septic Tank 95 feet 5-foot > 100 feet 70 feet 30-foot variance variance r OPINION 'ON EQUIVALENT DEGREE : OF ENVIRONMENTAL PROTECTION s The same degree of environmental protection.."is proposed"-based on-site specific hydrogeologic conditions as summarized below .•: = Based on: ,1. Full compliance with Title 5, and, 2. .The 100-foot minimum hydro-geologic flow path of from the primary, . soil adsorption system to,the BVW, and, 1 The 250 foot minimum hydro-geologic flow path of'from the reserve soil adsorption system to the BVW, and, 4 -=Thej-20-foot minimum setback between the primary soil adsorption system and the extreme high•water mark,:and., 5.' The 100-foot Irimimurn setback between the-reserve'soil'adsorption y-system°and.the.extreme high:water mark ,and - "6.. The factJthatTitle 5 breakout,standards will not,be violated by the f existence o coastal banks, Board of Health Variance Request 40'Waterman Farm Road Barnstable, MA June 5, 20071'age 4 7. The fact that all coastal banks are tree covered and non-eroding, thus, the land form.is not functioning as a coastal bank. 8. The low nitrate loading(1.3 mg/1) with 5 bedrooms and full occupancy. at 2.persons per bedroom: (Much less than the-.5 mg/1 recommended by the Cape Cod Commission. 9. The reserve area is rarely used as,nearly,all,repairs replace a failed septic system in the same location. BSC is of the professional opinion that these findings (especially-the hydrologic distance from the soil adsorption system to the wetlands)will provide the same degree of environmental protection as that offered by full compliance with said regulation. ALTERNATIVE SYSTEM i Although the site does not violate the Nitrate standards due to the large size of the site; and the setbacks for bacterial and viral contamination are complied with, the applicant is .willing to,discuss the use of an Innovative'Treatment unit with-the Board.An Innovative Treatment unit such as a FAST system would further assure the same degree of ' environmental protection is provided,by reducing the nitrate levels by nearly 50 % and , removal of virtually all bacteria by use of a Salcor Ultra Violet disinfection unit. BSC offers the following nitrate.analysis for the 11.7-acre si[e. The nitrate generation is a function solely'of the population using the building and not truly a function of the • ' number_of-bedrooms. It can been seen below,that common occupancy of a 5-bedroom 4dwelling is no different than a full.occupancy 3-bedroom dwelling and.a fully occupied 5 bedroom,dwelling with a, FAST unit has less nitrate impact than a fully occupied 3 bedroom dwelling, r Nitrate Conc. Full occupancy of `5 bedroom A` dwelling.w/10 persons full time 1.3 Likely occupancy of 5 bedroom t dwelling w/5 persons full time. 0.8 . - Full occupancy of 5 bedroom 0.8 "dwelling w/10 :persons full time using FASTS stem Full occupancy of 3 bedroom 0.9 dwelling w/6 persons full time MANIFESTLY;UNJUST The denial`of the requested variance would-result in.the denial of use of the 11.�7 acres (of which 6.3`acresjs,upland),for;one 5=bedroom single family home as a use by right under the Zoning Bylaw;where the'nitrogen sensitive regulation allow,up 47 bedrooms. Even counting only upland, the nitrogen sensitive regulation allow.up 25 bedrooms on this property: r Board-of Health Variance Request. 40 Waterman Farm Road Barnstable, MA June 5, 2007Page 5 BSC is of the'professional opinion that the proposed system as designed provides an equivalent level of protection as is provided by Section 360 of the Barnstable Code of Regulations. As such, any denial would create a manifestly unjust condition and corresponding severe financial hardship for the a licant, Dr. Nathan and Dr.-Kathryn Rudman. _ Sincerely, MC Group, Inc:. David J. Crispin,PE,PLS Senior Associate Enclosed: Revised Variance Form, Revised Septic plan and Sketches of 3-bedroom system cc: _ Dr. Nathan Rudman, Myer Singer P:\PRJ\4606900\Board of Health Variance\Board of Health Variance summary Letter June 4-2007.doc a` i 1ME DATE BAR\SCABLE. h r„ y FEE: �p i61q. `0 Town of Barnstable REC. BY SCHED. DATE: ' Board of Health 200 Main Street, Hyannis Nbk 02601 ,, • Office: 508-86-1-4644 FAX: 508-790-6304 Susan G.Risk,R.S. Sumner Kaufman.bLS.P.H. Wayne A. Miller,LLD. V�-k CE REQUEST FOR NI LOC_ATION Property Address: 40 Waterman Farm Road, Centerville (Barnstable) , mA 'Y Assessor's -fap and Parcel Number 207-91-2 b ("Lot 1") Size ofLot: 11 .7± Ac Wetlands Within 300 Ft. Yes ,w x _ Business Name: f No Subdivision APPLICANiT'SNANtE: Dr. Nathan Rudman Phone 508— `/,28- s. Did the owner of the property authorize you to represent him or her? Yes x \o PROPERTY Q'W'NER'S\AVIE CONTACT PERSON Name: Lame: David J. Crispin BSC Grou� Address: 178 Captain Samadras Rd. �. '�� "�` � •Yv�' "`� 'j Cotuit HA Address. 384 Washington o n St . ►�S ��� Norwell, irlA �� m Phone: 508_ �/.Zf3_4�9 02061 Phone: r/ ' 617-896-4451 �'.aR1 ONCE FRO"I RFGUAIION • 'y am mar Reg.) RE.aSON FOR V.aRTANCE(May aaach if more space needed) (,9 2473 Article I 360-1 Setback Req. See attached letter NATURE OMOR; House Addition • • • House Renovation Repair of Failed Septic System Checklist (to be completed T b r b o jfcestaff-personr•eceivin;variance request application) Please submit copies in 4 separate completed sets. Four{�)copies of the completed variance Four request fore - --- ( )conies of e,^^.u:reefed pian submitted(e.;. septic sysrem plans) Four(4)copies of labeled dimensionai floor plans submitted(e.a. house a lar.;or restaurant kircher,piars) Slened letter stars._that the properry owner authorized you to represent him her for Apoiicant understands rhat the abutters must be his r.gcest nontied by (For Tide V and,or iocai sew cert,ried mail at least[en days prior ro meer n_dare at applicanr's e\pzns2 a,�reguiarior,variances only] - _ Full menu submitted(for grease trap variance requests on:v)`::: r l 1 \ 44 WF-#58I �� iJ 1 1 _ ,�� •` 0 WA 6.23 6. w 1;r "j ��r oo to �o •�0 •.�f � � / � \ ie0 S p��NC "oNp2.07 7n, 1\4 � 1 / { WF- 39 T \ WF-8138 1 1 - 40 \\ CO BANK (STATE) WF- 37 — _ SCALE: 1 — 20 11 \ -g141 / - mmmmw - / evw 0 10 20 40 PREPARED FOR: SYSTEM RESERVE PLAN (3 BEDROOM) ;I BK GROUP NATHAN RUDMAN 384 Washington Street 178 CAPTAIN SAMADRAS RD Norwell.Massachusetts SEWAGE DISPOSAL SYSTEM 02061 C�TUIT, MA 781 659 7981 02635 40 WATERMAN FARM RD Job No.: 4-6069.00 Dote;June 5 2007 CENTERVILLE, MA Scale: 1-=20' Revised: Dwg. No:4509-07 Figure: 3SR-PI AN r - z EL \TERM .(, / / /%.�;— � b��,,.� _•�✓ �\3♦ 1 ul ..... � \A-1O Tr Mae / ll —4 ms.5 ; --Now OB� 4.5(5-1-0��vT' // / ,`� •\ 9S _ may/ 1y `�•� � 1 \\ // G�%/ � �-/-�' / // ----_��. MIT /y� 1 C ♦ \�\\ \ // /// // ! Ili ♦ 25♦- -� wr- 1 �T: \\ . Q WAIN -4.1 \ _ 4R TER= 3.5( —D� _ I �l SCALE: 1" = 30' 0 ry =-- 0 15 30 60 tEEr L PREPARM FOR: SYSTEM SITE PLAN NATHAN RUDMAN (3 BEDROOM) ti BSC GROUP 384 Washington Street 03 178 CAPTAIN SAMADRAS RD SEWAGE DISPOSAL SYSTEM 02o61ett.Massachusetts COTUIT, MA 781 659 7981 02635 40 WATERMAN FARM RD Job No.: 4-6069.00 Date:June 5 2007 N CENTERVILLE, MA Scale: 1'm30' Revised: Dwg. No:4509-07 Figure: 3BR—PLAN 1!i'"i-25-2007 FRI 09:33 AM BSC GROUP NORWELL FAX NO. 6173458027 P• 02 11H T.CJ.Cl= 13HKI`M I HMLL 17UMK11 Ur r1LHL I rl NU.y4J h'.C/C Town of Barnstable s Board of Health I , A�== 200 Main Street- Hyannis MA 02601 Rev+��ro Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance reque t form received on 4 07 the Patitioner(s), ,*7 - u coot4l-1 regardlnc the property at y0 fn9a!!qq 094&4 — Ad- the pethloner(s)and the Board of Health agree that the Board of Health has until u �O/ (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement,the Petitloner(a)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement, P®tl an®r(s • Board of Heelth. :glgnehlr®, signature: ®dt ar or c oner's RepruenUtive a rtnan O Print ��ro ��C�r/oi'� ` c Print: Wayne Miller,M.D. Date; �r Z So Date: Addreas Of hedtlonof(C)or Pamonary RepruonteUve •Town of Barnstable Board of Health Public Health Division 200 Main Street Hysnnfs, MA 02801 Phone: (508) 862.4644 Fax: (608) 780-8304 flle QIoxhnd.doe BSC GROUP' ' providing,solutions that create value 349 Main Street (Route 28), Unit D West Yarmouth MA o2673 May 21 2007 Tel: 508-778-89i9 ^ 800-288-8123. :Town of,Barnstable Board of Health Fax: 5o8,778-8966 200 Main Street: Hyannis, Massachusetts 02601. www.bscgroup'.com SUBJECT: Proposed Sewage Disposal System 40 Waterman Farm Road Barnstable, Massachusetts Assessors Map 207, Parcel 91-2, Lot 1 (11.7,Acre s) On behalf Hof Dr.' Nathan and Dr.'•Kathryn Rudman and in direct response .to tE comments of the Board at our meeting on''March 21ST BSC has modified the plans wirALn the specific,goal of having the septic system components,located a minimum of 75,felt. r ' from all wetland resource areas. Further, we have,completed.additional soil testing confirming the soil characteristics and p depths to groundwater in,the specific locations of the proposed soil adsorption system. : This task has eliminated the need for a variance requested in;the initial filing, The plans now-iridicate: • A 60-scale-plot showing.the entire 11.7-acre parcel. (This was included as an 8- /1/2 x 1 l in the original application'as figure 3). , • The elimination of one bedroom reducing the design from 6 .to 5 bedrooms. This reduces the nitrate loading of the original design by 15 percent from 1.5 to 1.3 mg./1. (See attached spread sheet for detail). • Additional-soil test pit information confirming prior testing. - • ' Modification of.the septic system'configuratioh<has increased the setbacks ,to wetlands as follows Engineers Setback; , ; to Setback to Environmental Wetlands Wetlands scientists Original Design Revised Design GIS Consultants Primary -67 feet• 91 feet SAS Landscape Architects Reserve 58 feet- "75 feet Planners SAS _ iSurveyors,/ Board of Health Variance Request 40 Waterman Farm Road - Barnstable,MA May 21, 2007Page 2 • Modification of the septic system_configuration has modified the setbacks to Local Coastal Banks as follows: Setback to Setback to Town Coastal Town Coastal Bank Bank Original Design Revised Design Primary 71 feet >100 feet SAS Reserve 81 feet 77 feet, SAS " • The hydraulic setback to wetlands, "based on ground water flow,directions, is calculated.at: " .6 110 feet for the.primary Soil Adsorption System, and, o Over 250 feet for the reserve area. • All 'system"components are 1100-foot minimum from the extreme high"water mark. + Installation of 3 additional piezometers to-define the groundwater flow direction. On September 11, 2006,; BSC -visited the Site and observed water 'levels in n the Existing Conditions thirteen 13 iezometers at locations as indicated o e P g Plan .(provided'in Attachment. 1). The piezometers are two (2) inch diameter - PVC casings and were screened in the groundwater,in order to determine the elevation of the"groundwater table. It is noted that the original. water level readings were generally somewhat higher than this:latest'round'of readings because the piezometers were originally measured during an extreme high tide event in order to characterize tidally,influenced groundwater conditions during a "worst case scenario BSC measured groundwater elevations at the piezometer locations at. the time of high tide on May= 16,'2007-during a 10.6-foot tide,- -somewhat above normal, using , a Solinst- water meter ,probe. Specific ,groundwater 'elevations, were then " calculated "by using instrument survey elevation data for the tops of each -piezometer casing and"then subtracting the depth to,groundwater, measurement. The elevations of_the groundwater at the . Site range from EL 6.5 to EL 3.5 .NGVD throughout.the Site. ,(Groundwater elevations observed are noted on the existing conditions plan). Review of the groundwater elevation,data and flow.direction indicates an existing groundwater gradient of.,approxirriately 2 % in the vicinity of the proposed primary .septic'. system;with a southeasterly groundwater flow direction: This latest round-of . readings-confirms the direction of groundwater flow,as being consistent with that• - measuredy in•the"initial-round although"the-area of the primary soil adsorption system, a.slight seasonal shift was observed-where the flow direction moved from more southerly to a.south-easterly direction. • The proposed.'-septic system design .remains fully compliant 'with the State , Environmental Code "Title 5" '(310 CMR 15.00). -including Section 2.11 Minimum Setbacks. Board of Health Variance Request, _ 40 Waterman Farm Road Barnstable, MA ` May 21, 20071'age 3 • The;SAS has been converted from a galley system to the trench system preferred by 310 CMR 240 (6).. • The site has been re-graded to.eliminate several hundred cubic yards of fill. • The site has been revised' to eliminate several hundred linear feet of retaining wall. • The boat storage barn has been reduced in size by 30% VARIANCES REQUESTED. The Applicant requests plan approval by the Board of Health with variances from the - Code of'the Town of Barnstable; Massachusetts; Part III Board of Health,Regulations,' Chapter 360 On-Site Sewage Disposal Systems for the above referenced Site. The design is compliant with the Code of the Town of Barnstable Regulations for On-Site Sewage Disposal Systems excepting the Article I-Setback Requirements of Chapter•360-1 that requires a 100-foot setback from vegetated wetlands and top of a local coastal bank: Setbacks are summarized as-follows: Setback to Up- Setback to Setback to Town gradient BVW- Down-, Defined Coastal gradient BVW_ Bank_ The primary SAS 91 feet (9 foot 102 feet -NA variance) The reserve SAS 75 feet_ (25- 93 feet (7 foot 77 feet - foot variance) variance) (23 foot variance required) Septic Tank 84 feet (14 108 feet NA foot variance) OPINION ON EQUIVALENT - DEGREE OF ENVIRONMENTAL ; PROTECTION J The same degree of environmental protection is_ proposed -based on°site specific hydrogeologic conditions as summarized below. - 'Based-on: 1. Full compliance with Title 5, and, 2. The 110-foot minimum hydro-geologic flow path of,from the primary soil adsorption system to the BVW, and, 3. The 250 foot minimum hydro-geologic flow path of from the reserve soil adsorption system to the BVW, and, Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA ` May 21, 2007Page 4 4. The 120-foot minimum setback between the primary soil adsorption system and the extreme high water mark, and 5. -The 100-foot minimum setback between the reserve soil adsorption system and the extreme high water mark, and 6. The fact that Title 5 breakout.standards will not be violated by the ' existence of coastal banks, 1 7. The fact that,all coastal banks are tree covered and non-eroding, `8. The low nitrate loading(1.3 mg/1). BSC is of the professional opinion that these findings(especially the hydrologic distance from the soil adsorption system,to the wetlands)will provide the-same degree of environmental protection as that offered by full.compliance with said regulation. MANIFESTLY UNJUST The denial-of the requested variance would result in the denial of use of the subject property for its residential use as a use by right under the Zoning Bylaw. BSC is of the professional opinion that.the proposed system as designed provides an equivalent level of r vided b Section 360 0 f the Barnstable Code-of Regulations. As such protection as is o . . p P Y_ g any Y J p denial would create a manifestly.unjust condition and corresponding severe financial hardship for the applicant, Dr. Nathan and Dr. Kathryn Rudman. Sincerely, BSC Group;Inc: David J. Crispin,PE, PLS Senior Associate cc: Dr. Nathan Rudman P:\PRJ\4606900\Board of Health Variance\Board of Health Variance summary Letter-MAY 15-2007.doc page 1 11111 LOCATION PROJECT NO 40 Waterman 00 ' BSC Gpou LOCATION 40 Waterman Road,Barnstable-Lot 1 DATE May 15,2007 NITROGEN LOADING CALCULATIONS WITHOUT TREATMENT APPLICATION/USE: PROPOSED SINGLE FAMILY Proposed#of Bedrooms: 0 EXISTING PROPOSED LOT 1 SIZE: I509,652 s.f. LOT 1 SIZE: 1 509,652 s.t. IMPERVIOUS SURFACES: IMPERVIOUS SURFACES: Roof Area 0 s.f. RoofArea'l 4560 s.f. Paved Area 0 s.f. I PavedAreal 10689 s.f. NATURAL AREA: 509652 s.f. NATURAL AREA: 494403 s.f. lawn 0 s.f. lawn 6956 s.f. TITLE V FLOW": Existing 0 gpd Proposed 1 550 gpd RECHARGE 18 in/yr 1.5 ft/yr Natural area, 40 in/yr 3.3 ft/yr Impervious area EXISTING WASTEWATER 0gpd x 3.785 Ugal. Ud x 35 mg/L - mg/d IMPERVIOUS SURFACES: Roof 0s.f. x 40 in/yr x ft/12in x 28.32 Uft^3 x lyr/365d= 0 Ud 0 mg/d x 0.75 mg/L= �u�0 mg/d Paved s.f. x 40 in/yr x ft/12in x 28.32 Uft^3 x lyr/365d= Ud 0 mg/d x 1.5 mg/L ` 'w.:'..:0 mg/d LAWN 0 s.f. x 31bs/1000sf'yr x 1 yr/365d x 454,000 mg/lb x 0.25= ':.D mg/d NATURAL 509652 s.f. x 1.5 ft/yr x 28.32 Uft^3 x 1yr/365d Ud 0 + 0 + 0 + 0 0 + 0 + 0 + 59315 PROPOSED WITHOUT TREATMENT WASTEWATER 550 gpd x 3.785 Ugal. """2p192 L/d x 351mg%L 7286;i-mg/d IMPERVIOUS SURFACES: Roof 4560 s.f. x 40 intyr x ft/12in x 28.32 Uft^3 x lyr/365d= ,,:d";979',Ud 1179 mg/d x 0.75 mg/L= ';a195 mg/d Paved 10689 s.f. x 40 in/yr x ft/12in x 28.32 Uft^3 x lyr/365d= ;,�;;.2F7_.84 Ud 2764 mg/d x 1.5 mg/L .:,i. q,:1„47.:mg/d LAWN 6956 s.f. x 3lbs/1000sf'yr x 1 yr/365d x 454,000 mg/Ib x 0.25- _ "fi489:mg/d NATURAL 494403 s.f. x 1.5 ft/yr x 28.32 Uft^3 x 1 yr/365d= 57%540 Ud 72861 + 885 + 4147 + 6489 2082 + 1179 + 2764 + 57540 1 1 5/1a/2007 3:44 PM Nitrogen loading worksheet-5 bedroom.xls Max NO3 Loading w-o treatment i r BSC GROUP providing solutions that create value 349 Main Street (Route 28), Unit D West Yarmouth MA o2673 y May 21, 2007 Tel: 5o8-778-891g ,. 800-288-8123 Town of Barnstable Fax: 508 778-8g66 Board of Health 200 Main Street Hyannis, Massachusetts 02601 www.bscgroup.com SUBJECT: Proposed Sewage Disposal System 40 Waterman Farm Road `'' Barnstable, Massachusetts Assessors Map 207, Parcel 91-2, Lot 1 (11.7 Acres) y N r C!3 On behalf of Dr. Nathan and Dr. Kathryn Rudman and in direct response to theme comments of the Board at our meeting on March 21s' BSC has modified the plans with �= the specific goal of having the septic system components located a minimum of 75 feet m from all wetland resource areas. Further, we have completed additional soil testing confirming the soil characteristics and depths to groundwater in the specific locations of the proposed soil adsorption system. This task has eliminated the need for a variance requested in the initial filing. The plans now indicate: • A 60 scale plot showing the entire 11.7-acre parcel. (This was included as an 8 /1/2 x 11 in the original application as figure 3). • The elimination of one bedroom reducing the design from 6 to 5 bedrooms. This reduces the nitrate loading of the original design by 15 percent from 1.5 to 1.3 mg.A. (See attached spread sheet for detail). • Additional soil test pit information confirming prior testing. • Modification of the septic system configuration has increased the setbacks to wetlands as follows: Engineers Setback to Setback to Environmental Wetlands Wetlands Scientists Original Design Revised Design GIS Consultants Primary 67 feet 91 feet SAS Landscape Architects Reserve 58 feet 75 feet Planners SAS Surveyors Board of Health Variance Request - 40 Waterman Farm Road $ ry> Barnstable, MA May 21, 2007Page 2 • Modification of the septic system configuration has modified the setbacks to Local Coastal Banks as follows: -' Setback to Setback to Town Coastal Town Coastal Bank Bank Original Design Revised Design Primary 71 feet >100 feet SAS Reserve 81 feet 77 feet SAS • The hydraulic setback to wetlands, based on ground water flow directions, is calculated at: o 110 feet for the primary Soil Adsorption System, and, o Over 250 feet for the reserve area. • All system components are 100-foot minimum from the extreme high water mark. • Installation of 3 additional piesometers to define the groundwater flow direction. On September 11, 2006, BSC visited the Site and observed water levels in thirteen (13) piezometers at locations as indicated on the Existing Conditions Plan (provided in Attachment 1). The piezometers are two (2) inch diameter PVC casings and were screened in the groundwater in order to determine the elevation of the groundwater table. It is noted that the original water level readings were generally somewhat higher than this latest round of readings because the piezometers were originally measured during an extreme high tide event in order to characterize tidally influenced groundwater conditions during a "worst case scenario". BSC measured groundwater elevations at the piezometer locations at the time of high tide on May 16, 2007 during a 10.6-foot tide, somewhat above normal, using a Solinst water meter probe. Specific groundwater elevations were then calculated by using instrument survey elevation data for the tops of each piezometer casing and then subtracting the depth to groundwater measurement. The elevations of the groundwater at the Site range from EL 6.5 to EL 3.5 NGVD throughout the Site. (Groundwater elevations observed are noted on the existing conditions plan). Review of the groundwater elevation data and flow direction indicates an existing groundwater gradient of approximately 2 % in the vicinity of the proposed primary septic system with a southeasterly groundwater flow direction. This latest round of readings confirms the direction of groundwater flow as being consistent with that measured in the initial round although the area of the primary soil adsorption system, a slight seasonal shift was observed where the flow direction moved from more southerly to a south-easterly direction. • The proposed septic system design remains fully compliant with the State Environmental Code "Title 5" (310 CMR 15.00) including Section 2.11 Minimum Setbacks. ae e,y :,. Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA May 21, 2007Page 3 f; 4' • The SAS has been converted from a galley system to the trench system preferred by 310 CMR 240 (6). " • The site has been re-graded to eliminate several hundred cubic yards of fill. • The site has been revised to eliminate several hundred linear feet of retaining wall. • The boat storage barn has been reduced in size by 30% VARIANCES REQUESTED. The. Applicant requests plan approval by the Board of Health with variances from the Code of the Town of Barnstable Massachusetts Part III Board of Health Regulations, Chapter 360 On-Site Sewage Disposal Systems for the above referenced Site. The design is compliant with the Code of the Town of Barnstable Regulations for On-Site Sewage Disposal Systems excepting the Article I-Setback Requirements of Chapter 360-1 that requires a 100-foot setback from vegetated wetlands and top of a local coastal bank. Setbacks are summarized as follows: Setback to Up- Setback to Setback to Town gradient BVW Down- Defined Coastal gradient BVW Bank. The primary SAS 91 feet (9 foot 102 feet NA variance) The reserve SAS 75 feet . (25. 93 feet (7 foot 77 feet foot variance) variance) (23 foot variance required) Septic Tank 84 feet (14 108 feet NA foot variance) OPINION ON EQUIVALENT DEGREE OF ENVIRONMENTAL PROTECTION The same degree of environmental protection is proposed based on-site specific hydrogeologic conditions as summarized below. Based on: 1. Full compliance with Title 5, and, 2. The 110-foot minimum hydro-geologic flow path of from the primary soil adsorption system to the BVW, and, 3. The 250 foot minimum hydro-geologic flow path of from the reserve soil adsorption system to the BVW, and, :d r.i. :/ 4 • y Board of Health Variance Request �. 40 Waterman Farm Road b. Barnstable, MA May 21, 2007Page 4 y --- 4. The 120-foot minimum setback between the primary soil adsorption system and the extreme high water mark, and w 5. The 100-foot minimum setback between the reserve soil adsorption system and the extreme high water mark, and 6. The fact that Title 5 breakout standards will not be violated by the existence of coastal banks, F 7. The fact that all coastal banks are tree covered and non-eroding, 8. The low nitrate loading(1.3 mg/0. BSC is of the professional opinion that these findings(especially the hydrologic distance from the soil adsorption system to the wetlands) will provide the same degree of environmental protection as that offered by full compliance with said regulation. MANIFESTLY UNJUST The denial of the requested variance would result in the denial of use of the subject property for its residential use as a use by right under the Zoning Bylaw. BSC is of the professional opinion that the proposed system as designed provides an equivalent level of protection as is provided by Section 360 of the Barnstable Code of Regulations. As such, any denial would create a manifestly unjust condition and corresponding severe financial hardship for the applicant, Dr. Nathan and Dr. Kathryn Rudman. , Sincerely, BSC Group, Inca z: David J. Crispin, PE, PLS _--- - ---� Senior Associate cc: Dr. Nathan Rudman P:\PRJ\4606900\Board of Health Variance\Board of Health Variance summary Letter-MAY 15-2007.doc r e. ®o • f page 1 PROJECT NO 4-6069.00 LOCATION 40 Waterman Road,Barnstable-Lot 1 BSC GROUP DATE May 15,2007 NITROGEN LOADING CALCULATIONS WITHOUT TREATMENT APPLICATIONIUSE: PROPOSED SINGLE FAMILY Proposed#of Bedrooms: �5 EXISTING PROPOSED LOT 1 SIZE: 509,652 s.f. LOT 1 SIZE: I 509,652 s.f. IMPERVIOUS SURFACES: IMPERVIOUS SURFACES: Roof Area 0 s.f. Roof Area' 4560 s.f. Paved Area 0 s.t. Paved Area 10689 s.t. NATURAL AREA: 509652 s.f. NATURAL AREA: 494403 S.f. lawn 0 s.f. lawn 6956 s.f. TITLE V FLOW": Existing 0 gpd Proposed 550 gpd RECHARGE 18 in/yr 1.5 ftlyr Natural area, 40 in/yr 3.3 tt/yr Impervious area EXISTING WASTEWATER - Ogpd x 3.785 Ugal. _^ ;,«. :.;0 Ud x 35 mg/L mg/d IMPERVIOUS SURFACES: Roof s.f. x 40 in/yr x tt/12in x 28.32 UftA3 x lyr/365d= X; O Ud 0 mg/d x 0.75 mg/1-= iv'- :'t3 mg/d Paved s.f. x 40 inlyr x ft/12in x 28.32 UftA3 x lyr/365d= - .••;-s0 Ud 0 mg/d x 1.5 mg/L= „<•' ,r,'r:q mg/d LAWN �s.f. x 3lbs/1000af yr x 1 yr/365d x 454,000 mg/lb x 0.25- E': .uW'''A mg/d NATURAL 509652 s.t. x 1.5 ft/yr x 28.32 UftA3 x lyr/365d ;'.' "c59°:1. rs,Ud 0 + 0 + 0 + 0 0 + 0 + 0 + 59315 PROPOSED WITHOUT TREATMENT WASTEWATER 550 gpd x 3.785 Ugal. Ud x 35�mg/L = gip'-�27#fiY mg/d IMPERVIOUS SURFACES: Roo/ 4560 S.f. x 40 m/yr x W12in x 28.32 UftA3 x tyr/365d= :=r: 1;#i$Ud 1179 mg/d x 0.75 mg/L= «":', `?`BB5 mg/d Paved 10689 S.I. x 40 intyr x W12in x 28.32 UftA3 x lyr/365d= u '2;764 Ud 2764 mg/d x 1.5 mg/L= " =q F47 mg/d LAWN 6956 s.f. x 3lbs/1000sf yr x 1 yr/365d x 454,000 mg/lb x 0.25 = €°H 6484 mg/d NATURAL 494403 S.f. x 1.5 ttlyr x 28.32 UftA3 x 1 yr/365d 57 '..U Ud 72861 + 885 + 4147 + 6489 2082 + 1179 + 2764 + 57540 1 1 5/18/2007 3:44 PM Nitrogen loading worksheet-5 bedroom.xls Max NO3 Loading w-o treatment i Gas ;-0-Offl-o". B S C G PO U P � �� providing solutions that create value // 5 349 Main Street (Route 28), Unit D West Yarmouth MA 02673 May 21, 2007 Lem a' Q6, Tel: 5o8-778-89i9 a , c,na��d' 80o .88 8123 Town of Barnstable Board of Health _ 5'-y Fax: 508 778 8g66 , 200 Main Street ��c Hyannis, Massachusetts 02601 p��-z � www.bscgroup.com SUBJECT: Proposed Sewage Disposal System 40 Waterman Farm Road r S" Barnstable, Massachusetts Assessors Map 207, Parcel 91-2, Lot 1 (11.7 Acres) 6 J, On behalf of Dr. Nathan and Dr. Kathryn Rudman and in direct response to the comments of the Board at our meeting on March 215T BSC has modified the plans with the specific goal of having the septic system components located a minimum of 75 feGt from all wetland resource areas. > Further, we have completed additional soil testing confirming the soil characteristics arF' depths to groundwater in the specific locations of the proposed soil adsorption system. =� c This task has eliminated the need for a variance requested in the initial filing. co rn � r The plans now indicate: • A 60 scale plot showing the entire 11.7-acre parcel. (This was included as an 8 /1/2 x 11 in the original application as figure 3). • The elimination of one bedroom reducing the design from 6 to 5 bedrooms. This reduces the nitrate loading of the original design by 15 percent from 1.5 to 1.3 mg./l. (See attached spread sheet for detail). • Additional soil test pit information confirming prior testing. • Modification of the septic system configuration has increased the setbacks to wetlands as follows: Engineers Setback to Setback to Environmental Wetlands Wetlands Scientists Original Design Revised Design GIS Consultants Primary 67 feet 91 feet SAS Landscape Architects Reserve 58 feet 75 feet Planners SAS Surveyors Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA May 21, 2007Page 2 A • Modification of the septic system configuration has modified the setbacks to Local Coastal Banks as follows: - Setback to Setback to Town Coastal Town Coastal Bank Bank Ori final Design Revised Design Primary 71 feet >100 feet SAS Reserve 81 feet 77 feet SAS • The hydraulic setback to wetlands, based on ground water flow directions, is calculated at: o 110 feet for the primary Soil Adsorption System, and, o Over 250 feet for the reserve area. • All system components are 100-foot minimum from the extreme high water mark. • Installation of 3 additional piesometers to define the groundwater flow direction. On September 11, 2006, BSC visited the Site and observed water levels in thirteen (13) piezometers at locations as indicated on the Existing Conditions Plan (provided in Attachment 1). The piezometers are two (2) inch diameter PVC casings and were screened in the groundwater in order to determine the elevation of the groundwater table. It is noted that the original water level readings were generally somewhat higher than this latest round of readings because the piezometers were originally measured during an extreme high tide event in order to characterize tidally influenced groundwater conditions during a "worst case scenario". BSC measured groundwater elevations at the piezometer locations at the time of high tide on May 16, 2007 during a 10.6-foot tide, somewhat above normal, using a Solinst water meter probe. Specific groundwater elevations were then calculated by using instrument survey elevation data for the tops of each piezometer casing and then subtracting the depth to groundwater measurement. The elevations of the groundwater at the Site range from EL 6.5 to EL 3.5 NGVD throughout the Site. (Groundwater elevations observed are noted on the existing conditions plan). Review of the groundwater elevation data and flow direction indicates an existing groundwater gradient of approximately 2 % in the vicinity of the proposed primary septic system with a southeasterly groundwater flow direction. This latest round of readings confirms the direction of groundwater flow as being consistent with that measured in the initial round although the area of the primary soil adsorption system, a slight seasonal shift was observed where the flow direction moved from more southerly to a south-easterly direction. • The proposed septic system design remains fully compliant with the State Environmental Code "Title 5" (310 CMR 15.00) including Section 2.11 Minimum Setbacks. p`Q ®d Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA May 21, 2007Page 3 • The SAS has been converted from a galley system to the trench system preferred by 310 CMR 240 (6). • The site has been re-graded to eliminate several hundred cubic yards of fill. • The site has been revised to eliminate several hundred linear feet of retaining wall. • The boat storage barn has been reduced in size by 30% VARIANCES REQUESTED. The Applicant requests plan approval by the Board of Health with variances from the Code of the Town of Barnstable Massachusetts Part III Board of Health Regulations, Chapter 360 On-Site Sewage Disposal Systems for the above referenced Site. The design is compliant with the Code of the Town of Barnstable Regulations for On-Site Sewage Disposal Systems excepting the Article I-Setback Requirements of Chapter 360-1 that requires a 100-foot setback from vegetated wetlands and top of a local coastal bank. Setbacks are summarized as follows: . Setback to Up- Setback to Setback to Town gradient BVW Down- Defined Coastal gradient BVW Bank. The primary SAS 91 feet (9 foot 102 feet NA variance) The reserve SAS 75 feet (25. 93 feet (7 foot 77 feet foot variance) variance) (23 foot variance required) Septic Tank 84 feet (14 108 feet NA foot variance) OPINION ON EQUIVALENT DEGREE OF ENVIRONMENTAL PROTECTION The same degree of environmental protection is proposed based on-site specific hydrogeologic conditions as summarized below. Based on: 1. Full compliance with Title 5, and, 2. The 110-foot minimum hydro-geologic flow path of from the primary soil adsorption system to the BVW, and, 3. The 250 foot minimum hydro-geologic flow path of from the reserve soil adsorption system to the BVW, and, �o Board of Health Variance Request 40 Waterman Farm Road ;T� :. Barnstable, MA . May 21, 2007Page 4 4. The 120-foot minimum setback between the primary soil adsorption system and the extreme high water mark, and 5. The 100-foot minimum setback between the reserve soil adsorption system and the extreme high water mark, and 6. The fact that Title 5 breakout standards will not be violated by the existence of coastal banks, 7. The fact that all coastal banks are tree covered and non-eroding, 8. The low nitrate loading(1.3 mg/1). BSC is of the professional opinion that these findings (especially the hydrologic distance 4 from the soil adsorption system to the wetlands)will provide the same degree of environmental protection as that offered by full compliance with said regulation. MANIFESTLY UNJUST ` The denial of the requested variance would result in the denial of use of the subject property for its residential use as a use by right under the Zoning Bylaw. BSC is of the professional opinion that the proposed system as designed provides an equivalent level of protection as is provided by Section 360 of the Barnstable Code of Regulations. As such, any denial would create a manifestly unjust condition and corresponding severe financial hardship for the applicant, Dr. Nathan and Dr. Kathryn Rudman. Sincerely, BSC Group, Inc. David J. Crispin, PE, PLS -- --—� Senior Associate cc: Dr. Nathan Rudman RWRJ\460690MBoard of Health Variance\Board of Health Variance summary Letter-MAY 15-2007.doc ti �Q ®O page 1 a PROJECT NO 4 00 BSC GROUPLOCATION 400 Waterman Road,Barnstable-Lot 1 q DATE May 15,2007 NITROGEN LOADING CALCULATIONS WITHOUT TREATMENT APPLICATION/USE: PROPOSED SINGLE FAMILY Proposed p of Bedrooms: 0 EXISTING PROPOSED LOT 1 SIZE: I 509 652 s.f. LOT 1 SIZE: 5097652 s.L IMPERVIOUS SURFACES: IMPERVIOUS SURFACES: Roof Area 0 s.f. RoofArea'j 4560 s.f. Paved Area I 0 s.t. I PavedAreal 10689 s.t. NATURAL AREA: 509652 s.f. NATURAL AREA: I494403 s.f. lawn 0 s.f. I lawn I 6956 s.f. TITLE V FLOW": Existing 0 gpd Proposed 550 gpd RECHARGE 18 in/yr 1.5 tllyr Natural area, 40 in/yr 3.3 1Vyr Impervious area EXISTING WASTEWATER Ogpd x 3.785 Ugal. Ud x 35 mg/L _ .„ mg/d IMPERVIOUS SURFACES: Roof 0s.f. x 40 in/yr x ft/12in x 28.32 UftA3 x lyd365d= x 0 Ud 0 mg/d x 0.75 mg/L= 50 mg/d Paved s.f. x 40 in/yr x ft/12in x 28.32 UftA3 x lyr/365d= Ud 0 mg/d x 1.5 mg/L= ; ,,Q,.;'Q mg/d LAWN 0 s.f. x 3lbs/1000sYyr x 1 yr/365d x 454,000 mg/lb x 0.25 'r mg/d NATURAL 509652 s.f. x 1.5/Vyr x 28.32 Uf A3 x tyr/365d Ud 0 + 0 + 0 + 0 0 + 0 + 0 + 59315 PROPOSED WITHOUT TREATMENT WASTEWATER 550 gpd x 3.785 Ugal. Ud x 35.mgfl]:-72.861i mg/d IMPERVIOUS SURFACES: Roof 4560 s.f. x 40 in/yr x tt/12in x 28.32 UftA3 x iyr/365d= r f: 79 Ud 1179 mg/d x 0.76 mg/L= 7>;„s:.i885 mg/d Paved 10689 S.I. x 40 in/yr x ft/12in x 28.32 UfN3 x tyd365d= ".-Y 2 B,A Ud 2764 mg/d x 1.5 mg/L= -4'a'1fi7 mg/d LAWN 6956 s.f. x 3 Ibs/1 Oo0sf'yr x 1 yr/365d x 454,000 mg/lb x 0.25 mg/d NATURAL 494403 s.f. x 1.5 ft/yr x 28.32 Uft63 x 1yr/365d= 'I"5T5?10 Ud 72861 + 885 + 4147 + 6489 2082 + 1179 + 2764 + 57540 1 1 5/18/2007 3:44 PM Nitrogen loading worksheet-5 bedroom.xls Max NO3 Loading w-o treatment Page 2 of 5 IV. Variance Request (New): CONTINUED A. David Crispin, P.E. P.L.S. B p SC Group representing Dr. Nathan UNTIL Rudman, 40 Waterman Farm Road, Centerville 18.2 acre I MAY 22 2007 B � lot, new OH construction, six bedrooms proposed, multiple variances requested in q regards t g o setbacks to wetlands and coastal bank. Unless it was totally impossible, the Board has never allowed less than 75 feet to wetlands. Here there appears to be a number of locations for the septic (even if it limits site to a 3-bedro om system instead of a 6-bedrooms.) The presentation stated the location to west is best due to water flow carrying it through more soil before reaching wetlands even though it appears closer to wetlands. Their information states the flow will be in a southeasterly direction. Sue Rask will run the information passed the hydro-geologist at the County as a free service to evaluate the presentation. Dr. Miller wants a walk-through (preferably, after any changes in plans have been submitted.) The Board voted to continue until the May 22, 2006, Board of Health meeting. f =*JAN-16-2007 TUE 02:45 PM BSC GROUP NORWELL FAX N0, 6173458027 P, 02 BSC' GROUP 1 ` jJ e 384 Washinyvw i �,t Norwell, MA u:,r,ii VIA FAX TO Tom McKean Tel:78i-659'7',iik 508-790-6304 Fax: 617-345-8"!'.' January 16, 2007. Y Town of Barnstable F. Board of Health. 200 Main Street Hyannis, Massachusetts 0260.1• SUBJECT: Proposed Sewage Disposal System, 40 Waterman.farm Road Barnstable, Massachusetts Assessors Map 207, Parcel 91-2, Lot 1 (11.7 Acre) t* Dear Members of the Boars.of I.-lealth, On.behalf of the applicant, Dr. 'Naih.an.and Dr. Katherine Rudman this letter is to request a continuance of the hearing scheduled for January 17th to your next regularly scheduled meeting understood to be February 13, 2007, In preparing for tomorrows' meeting, we have realized that abutters 1-rave not been notified as required and the extension will allow this to be remedied. Please confirm your next meeting date such.that the abutters may be notified. 'y Sincerely, �.1 BSC Group, Inc. David J, Crispin, P , PLS Senior Associate 4i. p., cc: Engineers Dr, Nathan Rudman s ir; Envi ronment.i l P:\'PRj\1.600900\Board of Hnilth Variance\Board of He;tlth Variance cxtcnsion.doc Scientists r 1 GIS Consulraiw. Landscape I` Architects Planners Surveyors L9y +' BSC_ GROUP providing solutions that create value 349 Main Street (Route z8), Unit D January\17, 2007 West Yarmouth MA oz673 Town of Barnstable Tel: 5o8-778-89i9 . Board of Health 200 Main Street 800-288-8123 Hyannis, MA 02601 Fax: 508-778-8966 www.bscgroup.com Re: 40 Waterman Farm Road, Centerville,-MA. BSC Project No: 4-6069.00 Dear Board,of Health,Members:° On behalf of the Applicant Nathan Rudman, BSC asked for a Continuance of the January 17, 2007 Board of Health hearing,until March 21"2007, so that abutters may be notified. BSC apologizes for"any inconvenience.this oversight on our,part may have caused. Sincerely, BSC-Group,`Inc. . 00, orman W_Hayes, P �, MCA Senior Associate`N . ` 0 Watennan Farm Road,'Centerville, MA 02632 .C: atn an Rudman', 4 Meyer Singer, Singer & Singer.Law Office; 26 Upper County Road, Dennisport, MA 02639 BSC Project'Fil:e a use t Engineers &IV / Environmental <' Scientists GIS Consultants _ Landscape Architects ` r Planners i Surveyors I U:\BSC\Correspondence\Norman\Rudm an_BoH_Continuance_011707.doc No. THE COMMONWEALTH OF MASSACHUSETTS FEE _ BOARD OF HEALTH OF 94WI73' Ole- APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct X Repair ( ) Upgrade ( ) Abandon ( ) -;Complete System ❑Individual Components O�� �"' � • � � l �ab 7�' I�� ��O Ci���l4+t✓/ 0Nam�a-� Tap/Parcel# 4d�ess Lot# Telephone# Installer's Name Desig is Name 17,4 Address j M6 ( � Address 4 4._/ Telephone# Telephone# Type of Building: Rev i(Je-!!tiaz-I Lot Size,/,SZ Pe, feet Dwelling—No.of Bedrooms & Garbage Grinder ( ) Ne, Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures —Design Flow(min.required) 4�0 gpd Calculated desi n flow ly4!�v0 gpd Design flow provided ¢49 gpd Plan: Date Number of sheets Revision Date os7G Title L?,--c,i ecJ�4G L71f�lJ�sec,� S�pS r7 V • �' Description of Soil(s) .��e- O Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS JS'�gv The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees no place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date IL-111floo Inspection FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 -------- - -------- -------------- ------------------------------------------ - No. THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date Board of Health FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W Homs&WARRENrM PUBLISHERS- BOSTON jr NO. THE COMMONWEALTH OF MASSACHUSETTS FEE r BOARD OF HEALTH APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ' Application for a Permit to Construct X Repair ( ) Upgrade ( ) Abandon ( ) -XComplete System ❑Individual Components lI.ocation �O M—ap/Parcel# Ad ress SAS- yz7-419 I Lot# I Telephone# . .. ._ �..�.,.,'� Gam.so•n - ljsG Goo�.,o _. Installer's Name Designer's Name Al Address / —�� Address °3 Telephone# / Telephone# Type of Building: Ref i1Je/!7F i�*-! Lot Size 5_09 I.S Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Nd Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures ^ Design Flow(min.required) 4/90 gpd Calculated design flow Eo/rp gpd Design flow provided gpd Plan: Date�//JD1. Number of sheets Revision Date AJonG Titlep�s.4/1 0� SP_tJ44G IJ.'SOe��iL S�fSY`'er7 J � Description of Soil(s) See- Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS k,lo�..+ r�. ,y The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with;the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. I Signed 1111� Date Inspection LZ FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ---- _ .. .-�- --- - ---.-_.--_ ------ - -- _---___�_-___- No. THE COMMONWEALTH OF MASSACHUSETTS FEE . BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by: at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. dated Approved Design Flow (gpd) Installer Designer: Inspector Date rx.. The issuance of this certificate shall not be construed as a guarantee that the system will function as,designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 --——— ---------- ----- — -------..__.------ —, No. THE 'COMMONWEALTH OF MASSACHUSETTS FEE BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( ) Repair ( ) .Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit'No, dated Provided: Construction shall be completed within three fears of the-date of this permit.All local conditions must be met. ll Date Board of Health ' ! FORM 2 - DSCP DEP APPROVED FORM 5/96 J i - ! FORM 1255 (REV 5/96) H&W HOBBS&WARREN'" PUBLISHERS- BOSTON F3 (rrr: .ytlw I • v v Y FINE 1p� DATE: (2 FEE. vv` � OJ • L�RtiSTABI.E. • y MASS. ibsq. �0 REC. BY 7cr i A�f039. a Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis NIN 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,�.S.P.H. Wayne A. Miller, M.D. V.= IUANCE REQUEST FORM LOCATION Property Address: 40 Waterman Farm Road, Centerville (Barnstable) , MA Assessor's Map and Parcel Number: 207-91-2 ("Lot 1" Size of Lot: 11.7± Ac Wetlands Within 300 Ft. Yes �Y_ Business Name: 4 No Subdivision Name: APPLfCANT''SNAN E: Dr. Nathan Rudman Phone 508— + Did the owner of the property authorize you to represent him or her? Yes x No PROPERTY ONVNT-R'S NA.TE CONTACT PERSON Name: Name: David J. Crispin BSC Group Address: 178 Captain Samadras Rd. Address: 384 Washington St. Cotuit, 'iHA Norwell, MA Y 02061 Phone: 508_ .�f Z�?=Z/M Phone: 617-896-4451 VARIANCE FRONT REGU[.ATTON(List Reg.) REASON FOR VARTANCE(Vlav attach if more space needed) Article 1360-1 Setback Req. See attached letter NATURE OF WORK House Addition ????? House Renovation Repair of Failed Septic System P P Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of en_ineered plan submitted(e.g.septic system plans) _ Four(4)conies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ SiLmed letter staring that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense ,for Title V ancUor local sewage reguiation variances only) Full menu submitted(for grease trap variance requests only) BS-C GWOUP . , 384 Washington St. Norwell, MA 02o6i Tel: 781-659-7981 Fax: 6i7-345-8627 December 11, 2006. Town of Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 SUBJECT: Proposed Sewage Disposal'System 40 Waterman Farm Road Barnstable;Massachusetts „ Assessors Map 207, Parcel 91-2, Lot 1 (11.7 Acres) Dear Members of the Board of Health, 'On behalf of the applicant, Dr. Nathan and Dr. Katherine Rudman this letter is to request plan approval with variances from the Code of the Town of Barnstable. Massachusetts, Part III Board of Health Regulations Chapter 360 On-Site Sewage Disposal Svsterris for the above referencedSite: The proposed septic system is designed for a proposed six (6) bedroom single-family dwelling is compliant with the State Environmental Code"Title 5" (310 CMR 15.00).The design is compliant with the Code,of_the Town of Barnstable Regulations for On-Site Sewage Disposal-Systems excepting' the Article I-Setback Requirements of Chapter 360-1 that requ. es;a 100-foot setback from vegetated wetlands and top of a local coastal bank. The proposed septic system design,shown in-Attachment # 1;-p"rovides the same degree of environmental protection as that afforded by"the Town of Barnstable Code Regulations for On-Site Sewage Disposal Systems for setbacks to bordering vegetated wetlands (BVW) and coastal bank(CB) because: . 1.. A leaching area that uses Cultec Recharger units as approved by.the DEP for general use. -2. The horizontal setback from the extreme high tide line as observed on Engineers September. 11, 2006,.(the location where sewage effluent would,first Environmental -meet surface water) is 108 feet at its closest point. This location is hydro-geologically cross gradient to the setback line. Scientists 3: The hydrogeologic flow path of groundwater as it'passes under the Soil GIS Consultants Adsorption System is 150 feet from the SAS to the BVW, exceeding that Landscape required by the Town of Barnstable Code Regulations for On=Site Architects "-Sewage Disposal Systems. Planners Surveyors Ca a f Board of Health Variance Request 40 Waterman.Farm Road, Barnstable,.lvlA December 11, 2006 -Page 2 4.. The.Septic System complies,with the Title 5 setback to both state`and locally defined coastal banks: The 100-foot local setback can only 'be applied to the locally defined coastal bank under the Town of Barnstable Code.Regulations for On-Site Sewage Disposal Systems because the local . regulation supercedes the State regulation. Also, and more.importantly, the, coastal banks are non-eroding.and tree covered such that there,is minimal potential for retreat -of the coastal banks and the batiks- themselves are well above the seasonal high water level such no liquid seeps from the banks. Further, 310 CMR 15.255 allows for septic systems to be 15 feet from 3:1 slopes. The,proposed design is 71 feet at its closest point,to the local coastal bank such that by 310 CMR 15.255, sewage will not break out onto the banks. 1:0 GENERAL SITE DESCRIPTION The subject Site is located on the larg 18.2-acre arnstable Assessors Map 207 parcel 91-2 and is identified as "Lot 1".on "Plan. a 40 Waterman Farm-Road (Lot 3 LCC 32290D) :in Centerville, 'Massachusetts (Barnstable County)" dated August 30, 2004 prepared by BSC Group, Lot 1 is an 11.7-acre undeveloped irregular shaped parcel,-of- which-6.3 acres are upland and the remaining 5.4 acres are wetlands bordering the Centerville River. Lot 1 was-created by a November 11, 2004 Barnstable Planning Board endorsement of an Approval Not Required Plan (ANR) Form A. Figure 1 provides a USGS Site locus. Figure 2 provides an Assessors GIS Map indicating the Site. Figure 3 provides a reduced copy of the ANR Plan. -The portion of the Site where the dwelling and septic system are proposed is mounded. The high point elevations of the mounded areas are 19 feet NGVD and,16 feet NGVD. Ground cover at the Site consists of medium dense tree cover with a small open grass/brush area,with wetlands located along the western, eastern and southern sections ;• of the Site. The wetlands located along the western boundary of the Site are shrub swamp and the wetlands along the eastern and southern boundaries of the Site are salt. marsh that border along the Centerville River. Figure 4 provides a.copy of.the Site on the MASS/GIS'wetlands map. ' Tlie Barnstable Conservation Commission 'issued a Determination of Applicability on June 15, 2005 for soil-testing and access clearing at the Site (reference # DA-05045). Later in October 2005, the Conservation Commission issued Resource Area Delineation of the Site. The following jurisdictional resource areas were identified and their locations were confirmed in this delineation: Bordering Vegetated Wetland (BVW); Town Coastal Bank (TCB) and State Coastal,Bank (SCB); Riverfront area (to the Centerville River); and Land Subject to Coastal Storm Flowage. Attachment;2.provides a copy of BSC's July 2005 Abbreviated Notice of Resource Area Delineation.submittal and:the ORAD issued. by the Conservation Commission. Additional permitting;,wi-1l--be-- uired with the Conservation .Commission for the construction of t esix (6) bedroo single-family house antiseptic system.' Board of Health Variance Request 40 Waterman Farm Road Barnstable, MA December 11, 2006 Page 3, 2.0 SOILS Review of the Barnstable County SCS soils map (Figure..5) based on a 1977 aerial photograph and mapping indicates soil.`groups present at the Site include Carver coarse sand (CdC and CdB) .in the upland areas of the Site and Ipswich, Pawcatuck and Matunuck (In-A) peat along the wetland sections of the Site,. On August 3, 2005, BSC conducted two (2)'soil test pits on Site. Mr. Donald Desmarack Of the Barnstable Board of Health,observed the testing.. Soil Test Pit Logs are presented in Attachment 3. Soil conditions were observed to consist of: Loamy Sand(1 OYR 3/6) to 10"-below grade; Fill- Medium Sand,(10YR 6/6),to 33"below grade; and Medium Coarse Sand (IOYR 7/4) to,120". No water or soil mottling were observed in the test pits at depths'of 10 feet. The percolation rates were 2 minutes per inch'in both soil test pits. As part-of the hydro- geologic assessment 9 other borings were completed by hand auger all of them confirming course clean sand under the entire area. The,proposed sewage disposal system is located in an area that has four (4) feet of naturally_ occurring pervious soil below the entire area of the leaching facility. 3.0 . GROUNDWATER ELEVATION DATA On September •11, 2006, BSC visited the Site"and installed nine (9) piezometers at locations as indicated on the Existing Conditions Plan (provided in Attachment 1). The piezometers are two (2) inch diameter PVC casings and were screened in the groundwater in order to determine the 'elevation of the groundwater table. 'It is noted that the piezometers were measured during an .extreme, high tide event in order to -characterize tidally influenced groundwater conditions during a "worst case scenario". BSC measured groundwater elevations at the nine (9) piezometer locations using a Solinsr water meter probe. Specific groundwater elevations were then calculated by using instrument survey elevation data for, the, tops of each piezotneter casing and.then -subtracting the.depth to groundwater measurement. The elevations,of the groundwater at the Site range. from EL 6.64 to EL 4.10•NGVD throughout the Site,.(refer to Figure 6 for,_groundwater elevations). Review of the groundwater elevation data and apparent direction indicates an existing groundwater gradient of approximately 0.9% in the vicinity of the proposed septic system-with a southeasterly groundwater flow direction. It is noted that .the Site hydrogeologic. information corresponds' favorably,.to .the 1992 Barnstable Groundwater Contour Map, which indicates a'.regional southeasterly groundwater flow direction in the vicinity of the Site. Figure 7-provides a copy of the 1992 Barnstable Groundwater Contour Map' indicating the Site locus. - I Board of Health Variance Request 40 Waterman Farm Road Barnstable;MA December 11, 2006 Page 4 4.0 NITRATE LOADING Review of the.Town of Barnstable Zoning Map indicates that-the Site is located within an . Aquifer Protection Overlay District(RPOD). BSC calculated the nitrate-nitrogen loading, for the subject property in the existing and proposed conditions. Based on the information and data contained and previously documente here�i11 BSC is , of the conclusion that the proposed septic system design eIfo six (6) bedrooms will result in Groundwater concentrations below 1:5-mg/L nitrate-nitrogen.- Attachment 4" provides a nitrate-nitrogen loading spreadsheet for existing and�pmposed conditions. 5.0 OPINION ON EQUIVALENT DEGREE OF ENVIRONMENTAL PROTECTION Based on: 1 Full compliance with Title 5,and, 2. The use of_the Cultec Recharges SAS unit. (See DEP General'Use approval in Attachment-5), and, 3. The 150-foot hydro-geologic flow path of from the SAS to the BVW, and, 4. The 100-foot minimum setback between the septic system and the extreme high water mark, and 5. The fact that the coastal banks do not violate the breakout standards of Title 5, and, 6.' The fact that.the Local coastal banks are-tree covered and non-eroding, BSC is of the professional opinion that this will provide.the same degree of environmental protection'as"that offered by full compliance with said regulation: _ Board of Health Variance Request r 40 Waterman Farm.Road Barnstable-MA December 11, 2006 Page 5 6.0_ VARIANCE REQUEST - On behalf of the applicant,variance is requested from the'Code' of the Town of r' Barnstable. Massachusetts,Part III Board of Health Regulations and Chapter 360 On-Site Sewage Disposal Systems for setbacks to local coastal bank and bordering vegetated wetlands"-per the table below: Attachment 6 provides a list of abutters as required per Section 385-5 of the Barnstable Code. • Minimum Setback Distances as per Barnstable Section 360-1 r Septic Svstem Required Proposed Proposed Setback to : Component Setback per. Setback(ft) Setback(ft). Extreme 36071 (ft) to BVW Local Coastal High Water Coastal Bank'. Bank Line.9/11/06 ;- (CB) and BVW 1,500 gallon. -100 62 113 136 Septic Tank .SAS 100 67 71 108 SAS Reserve 100 58 81 107 Distribution 100 69 107 129 Box Building Sewer 100 65 125 142 7.0 ' CONDITIONAL APPROVAL UNDER 15.104 (2) ,It is requested that the Board condition the approval under 310.CMR 15.000 for the completion of two (2) test pits prior.to the start of construction. It is fully expected that soil conditions will be consistent with soil testing completed on August 3,2005 and the conditions observed in the nine piezometers installed in September 2006. The soil'test pits completed on August 3, 2005 were 100 feet south of the currently proposed SAS. Based on the information included herein, the location of the.testing completed in August 2005 would not site the septic system in a'less environmentally protective location than now proposed and would actually be hydro-geologically closer to the wetland than,that =i proposed. u Board of Health Variance Request 40 Waterman Farm Road - Barnstable, MA December 14 2006 Page 6 8.0 MANIFESTLY.UNJUST The denial of the requested variance would result in the denial of use of the subject property for its residential use,as a use by right under the Zoning Bylaw. BSC is of the professional_'opinion that the proposed system as designed provides an equivalent level of protection as is provided by,Section 360 of the Barnstable Code of Regulations. As such, any denial would create a manifestly unjust condition and corresponding severe financial hardship for the applicant,Dr. Nathan and Dr. Katherine Rudman: Sincerely, -BSC Grou David J. Crispin, PE, PLS. , Senior Associate cc: Dr: Nathan Rudman P:\PRJ\4606900\Board of Health Variance\Board of Health Variance Letter.doc SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Corr'Nlete iteiis 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ressaa so that we can return the card to you. B. Received by(Printed Name) C. Dat of De ery ■ Attach this card to the back of the mailpiece;1r. 07 or on the front if space permits. D. Is delivery address different from item 17 V3 Ye 1. Article Addressed to: If Y15S,enter delivery address below: ❑ No Francis and Mary McShea 160 Horseshoe Lane 3. Service Type ❑Certified Mail o Express Mail Centerville, MA 02632 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7QQ6 Q1QQ Q.006 p745. 54Q3 (Transfer from servke labeQ ' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I i V UNITED STATE$RP a Pa Fkrc • Sender: Please print your name, address, and ZIP+4 in this box• ` TIE BSC GPICUP BREEZY MAP BUSINESS!PARK 384 WASHINGTON STRM- NORWELL. MA 02001 CvOlvg• DD ) . ���lslslfs�l�lfsl�tsstssjisi�s���!!!slflillstt�lSl!!1]llit�:.l� SENDER: OTMPLETE THIS SECTIO� COMPLETE THIS SECTION ON DELIVEPV ■ Complete items 1,.2,and 3.Also complete AnSignatu Item 4 if Restri cted Deliveryis desired. X ❑Agent. ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Re iv•:��:� ed b (P nted N e) . Da of elNery ■ Attach this card to the back of the mailpiece°,, l/ 0 or on the front if space permits. � ��`I 1. Article Addressed to: D. Is delivery address different from item ? ❑ es If YtS,enter delivery address below: ❑No Ree C. Hirsch f 463 Elliot Road s. Service Type Centerville, MA 02632 ❑Certified Mal' ❑Express Mall ❑Registered ❑Retum Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5465 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATE,R.Ii 9& Pai «. ' Sender:Please print yod'%a&, address, and ZIP+4lin this box • T_., BREEZY DEM44? VUSINESS MARK 384 WASNING1'ON STHC-ff NORWELL, MA 02061 �ir����:r�►t►f�:3�r����� r►� �itia,,�f.irir���r��i�3ilf1'tr�,�r SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signat Item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ��• ❑Addressee so that we can return the card to your B. Received by(Printed Name) Date Deli ry • Attach this card to the back of the mailp e, ��. or on the front if space permits. D. Is delivery address different from Item 11 Ye 1. Article Addressed to: IfYES,enter delivery address below: ❑ No John and Grace Carney 152 Horseshoe Lane 3. Service Type ❑certified Mail O Express Mall Centerville, MA 02632 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5 3.9 7 (rransfer from servlee labeQ ;I. . PS Form 3811,February 2004 Domestic Return Receipt . 102595-02-M-1540. UNMEO STATES POSTAL SERVICE Pos Fees Paid Per +iwJ�lo,;G-10`' e Sender: Please print your name, address, and ZIP+4 in this box ' THE BSC GLI "ill' BREEZY BENI) BUSINESS PARK 384 WASHINGTON SYli= NORWELL, MA 02061 t 9 • p 4k -TE THIS SECTION 1, COMPLETE SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 If Restricted Delivery Is desired_. 7 ■ Print your name and address onA reverse X ti' ❑Agent ° r ❑Addressee so that we can return the card to you. ■ Attach this card to the back of the mailplece, B. Receive nted Name) to of Delivery or on the front if space permits. 1. Article Addressed to: D. Is dell dress different from.Rem 1 ❑ s If YES,enter delivery address below: ❑No Elaine and Julius Palley 4 Terrace Road 3. Service Type Worcester, MA 01609 ❑certified Mali o Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?Wxfra Fee) ❑Y� c . - ---- -— - -- ------- -- - - 2. Article Number l . 7006 0100 0 0 0-6 U 7 4 5. 5 4 9 6 (Transfer from sandbe label) PS Form 3811,February 2004 Domestic Return Receipt 10259e o2-M-tsgo i Y UNITED STATES POSTAL SERUM, ' ' -class ASPSlq �a • Sender: Please print your name,address,and ZIP+4Jr this box • "� "" 13SC G Ujp 364 111EEZB:I�iTay I�E1S d' ASH�i�,�:1' V N&ftwrRWELL. M 61 CvOG��OD 9 l SENDER: COMPLETE • COMPLETE THIS SECTIONON DELIVERY ■ ComplR.Oe items 4,2,and 3.Also complete A. Si Item 4 if Restricted Delivery is desired. X Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to-you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mallplece, or on the front if space permits. D. Is delivery address different from Item 1? ❑Yes 1. Article Addressed to: If YES,enter delive Blow: 0 No, Sarosh Sukhia, et al Q' r C/o Skyline Property 1337 Massachusetts Avenue 3. Service 0 Mail 0 Express Arlington, MA 02476 0 RegIste G R for Merchandise O Insured M S' .O. .rL 4. Restricted Delivery? ) O Yes 2. Article Number 7006 11100, 0006 0745 5 410 (transfer from service tabu PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 v UNITED STATES POSTAL SERVICE Postage "FMaas Paid USPS , r Permit No.G-10 t. • Sender: Please print your name, address, and ZIP+4.in this box• THE BSC GROUP BREEZY BENI) BUSINESS PARK .384 WASHINGTON STRt,ET NORWELL, MA 02061 art, III r,rrti=:i Ili if,itt„irrtf,,rrhff,rti,r,friflifilr,III 9 COMPLETECOMPLETE THIS SECTIONON DELIVERY ■ Comple"fia terns i 2,and 3.Also complete A. Signat re item 4 if Restricted Delivery is desired. ❑Agent X ❑Addressee ■ Print your name and address on the.reverse so that we can return the card to youa , ti B.EReoelve:d:by:(Pr1nted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, G � or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If'YES,enter delivery address below: ❑No John J. Trotto 478 W. Main Street 3. Service Type 0 Certified Mail 0 Express Mail Hyannis, MA 02601 o Registered 0 Return Receipt for Merchandise 0 Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 9100 0006 0745 5519 (Transfer from sendbe labeQ 4P§Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 r gyvnwpi r :: UNn'ED STATE$` (17 • Sender: Please print your name, address, and ZIP+4 in this box • Tiff BSC GEICUP BR .r Y BEND 6"USINES.S PARK 384 WASHMIGTON S`jj;ET NORWELL, MA 02061 t 9 SECTIONSENDER: COMPLETE THIS • • ON DELIVERY � A. SI n u 1 ■ Also lete s I Complete items 1,2,and 3. so c�np Item 4 if Restricted Delivery Is desired. ❑Agent Y ■ Print our name and address on the reverse X - — ❑Addressee so that we can return the card to you. B. Foc6g by tPrinf Name) C. Date Del ery P ■ Attach this card to the back of the mail lace, or on the front if space permits. D. Is delivery address different from Rem 1? 1. Article Addressed to: If YES,enter delivery address below: N Dianne G.Epstein 68 Waterman Farm Road 3. Service Type Centerville, MA 02632 ❑cued Mail ❑dress Mall ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5434 (Transfer from service labeo Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNfTED STA � rr t • Sender: Please print your name, address, and ZIP+4 in this box • £ THE HSC GROUP" !BREEZY BENT) BUSINESS PAU 384 WASHINGTON S'��i;�i' NORWELL. MA 02061 ill;��„1►ifl„��lj��,,,lf��f�lll�,►E,rllfffiflfii,fl,;1�11,�1 SENDER: COMP#,.,ETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature Item 4 if Restricted Delivery Is desired. X ❑Agent ■ Print your name and address on the reverse g, R ❑Addressee so that we can return the card to you.^". ived b (Prl Name) C. D t of slivery ■ Attach this card to the back of the mailpiece, f, E Z r i✓3 or on the front if space permits. D. Is delivery address different from item 1 ❑ es 1. Article Addressed to: If YES,enter delivery address below: ❑No Arnold Berzins Gints and Mara Jolanta 3. Service Type 483 Ellibt Road o certified Mail o Express Mail Centerville, MA 02632 o Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Ex"Fee) p Yes 2. ArucleNumber . 7006 0100 0006 0745 5489 (Transfer from service labeq ' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-fin-1540 V UNrrED STATES POSTAL SERVICE First-Class Mail- s� Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • THE DSC GROUP KRUZY DENOI BUSINESS ,- MARK 384 WASHI�� GTON S NORWELL, MA 02061 • • DELIVERY COMPLETE1 SENDER: • • ■ Complete,items 12,and 3.Also complete A; a item 4 if Restricted Delivery Is desired. [3 Agent twre ■ Print your name and address on the�,re�verse ❑Addressee so that we can return the card to yot1�' `� B. Received by(Printed ) C. Date 4 Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Item 1? ❑ s 1. Article Addressed to: If YES,enter delivery address below: No Michael and Debra D'Angelo 105 Horseshoe Lane 3. Service Type Centerville, MA 02632 E3 certified Mail O Exams Mail O Registered 0 Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5366 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 v UNITED STATECR 9I3E!*j 01251 :. tq� *^ �.'.,11: I n..�A..Y'.MYC•r.i( .�r.X�1� q_ /I41yh ~�. ,F nR.q�_Ysm .II,1����'w�W4w • Sender: Please print your name, address, and ZIP+4 in this box • R THE BSC GtIpUp BREEZY BIAII OUSINES,S PARK 384 WASHIINGTON STRUT NORWELL, MA 02061. ���►rrra r:���rrrr��r�rrrj�rr����l�irrrrlli�r:rJJ11,a1rt1r/lilt 9 COMPLETE •N 1 COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Si re item 4if Restricted Delivery is deiW"V' 0 A - 9 ■ Print your name and address on the.reverse r add Yressee so that we can return the card to you, B. Ived by(PdqW,Name). C. Date of Delivery ■ Attach this card to the back of the mailpiece, z ��n or on the front if space permits.. 'Y 1. Article Addressed to: D. Is delivery address different Yes WYES,enter delivery a No - -- c ,c41 ` m Ernest and John Davis 20 N. Water Street 3. Service Type Nantucket, A A 02554 0 Certified Mail Q�all 13 Registered 0 ReturnBeceipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service fabeg " - 7006 0100 0006 0745 5571 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 9 UNITED STATV A6�k •Sender: Please print your name, address, and ZIP+4 in this box THE BSC GLIOUP BREEZY RE NO BUSINESS PARK 384 WASIIIN6TON Sti'Ii,E,ET NORWELL. MA 02061 lJ�f!'!lt�1(!�ltIf7IE!!ltll!!�!�!I!!!tltllft!ltltt�ttj!l�t�fttt 9 SENDER: COMPLETE SECTION COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. innature item 4 if Restricted Delivery is d iro X ❑Agent ■ Print your name and address on'the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Nam) C. Date of Detive ■ Attach this card to the back of the mailplece, ` �l or on the front if space permits. uc D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No. Dorice I. Narbonne 67 Waterside Drive S. Service Type Centerville, MA 02632 Certified Mail to Express Mail ❑Registered ❑Return Receipt for Merchandise ❑insured Mail ❑C.O.D. . 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5564 (Transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt 102e95-02-M-1540 v „wpm. UNITED STATE; LIE* Sender: Please print your name, address, and ZIP+4 in this box • TIDE RSC GnOUP OLIS)<IVES,S J?APJJ 384 WAS1i 1NGTO N STRUT NORWELL, MA 02061 tltf!!lLlltj7(tttf!!1f!'P1�1171F7 9 SIEND�Rq: COXIPLETE THIS SECTION • • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig atu item 4 if Restricted Delivery is desired.-I' [3 Agent ■ Print your name and address on the reverse Xv ❑Addressee so that we can return the card to you. B. Received Prfnted Name) C. Date of Delivery ■ Attach this cans to the back of the maiipiece, f� � _ /� F, AP I or on the front if space permits. V' "i _' D. Is delivery address different from item 1? ❑ s 1. Article Addressed to: If YES,enter delivery address below: ❑No Michael and Laurel Cronin 79 Waterside Drive 3. service Type ❑Certified Mail o Express Mail Centerville, MA 02632 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5557 (rnlnsfer from service/abed Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-is40 i 9 UNITED STATE,!8;. I SYDSP.>r, S etd • Sender: Please print your name, address, and ZIP+4 in this box• THE DSC MCUP BREEZY BENI) BUSINE&S PARK 384 WASHINGTON STRtM NORWELL, MA 02061 9 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2, rrW3.vAlso complete A Sig .lure Item 4 if Restricted Delivery is desired. X ❑Agent fO,,■ Print your name and address on the reverse . C4,4 ❑Addressee so that we can return the card to you. B. Received by(Printed Name C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. K2 D. Is delivery address different from Item 1? ❑Yes 1. Article Addressed to If YES,enter delivery address below: ❑ No Thomas and Lisa Francis 105 Waterside Drive 3. Service Type ❑Certified Mail O Express Mail Centerville, MA 02632 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(.Extra Fee) ❑Yes 2. Article7006 0100 0006 0745 5526 (fiansfer sfer f ft rom service ervice labeq F PS Form 3811 February 2004 Domestic Return Receipt 102595-02-M-1540 y UNITED STATES; r `"�- --.•- Sender: Please �""''... • °•�,<...�.�,". print your name, address and ZIP+4 in this box THE IISC (;nC%Up {BREEZY BEND BUSINESS�'AI� 384 WASHINGTON STfifiEf NORWELL, MA 02061 t� ��Irit1'tOlt tdllltlttlltflJt��llillt1��111f/Iflitl!!!l171t! 9 �IPLETE THIS • SECTION COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3.AI 60 plete A. Sig .ure C i item 4 if Restricted Delivery is desired. ■ Print your name and address on the.reverse 0 Agent so that we can return the card to you. ■ Attach this card to the back of the mailplece, a calved by(Pdn C. Date of Delivery or on the front if space permits. I. Article Addressed to: D. Is delivery ad dffferen If'YES,ente d very a re ❑No Robert and San*a Schumann � z P.O. BOX 549 3. Service Type Centerville, MA 02632 °Certmed Mai o Express Man ❑Registered ❑Return Receipt for Merchandise_ ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number. 7006 0100 0006 0745 5458 1t _ (Transfer from service Jebel) PS Form 3811,February 2004 Domestic Retum Receipt 102595-02-M-1540 owe UNITED STATES POST�\CRVI -Cisss M` w .3Postage&Fees Paid FEB 2W7 PM:::::: lit I Ae • Sender: Please print your.name, address, and ZIP+4 in this box • 711E Bsc GROUP BREE7'y 81'.-ND BUSINESS?PARK 384�FELL, MA N N 02061 9 COMPLETE • COMPLETE SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature ;;,•• Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the. ❑Addressee so that we can return the card to you: B. Received (print ■ Attach this card to the back of the mailpiece, (��. Date of Delivery or on the:front if space permits. t. Article Addressed to: D. Is delivery add its Yes. If YES,enter d add low: " No y ep Edward and Mary Ann Kilroy s(0 5 Nipmuc Road 3. service Type South Grafton, MA 01560-1215 1 Certified^mil o Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?Xou Fee) ❑Yes 2. Article Number - --------- -.— ._ ._ (rmnsrerlicm?sevlrs/alien t 7006 0100 0006 0745 5373 PS Form 3811,February 2004 Domestic Return Receipt 102595 o2-M-ts4o i UNITED STATES POSTAL SERVICE First-diass Maid' r Postage$Fees Fald U, Permit No.G-10 FSender. Please print your name, address, and ZIP+4 in this box `I'11I1A 113SC G!' aUp BREEZY HENII BUSINESS J'ARK 384 WASHINGTON STRUT NORWELL, MA 0200 Ol> r COMPLETE •N COMPLETE THIS SECTIONON ■ Complete items 1,2,and 3.Also comple A. S nat item 4 if Restricted Delivery is desired. ICIMi :"f- ❑Agent ■ Print your name and address on the reverse- X ❑Addressee so that we can return the card to you. B. Roe ved_by(P Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on-the front if space permits. D. Is delivery address different from Rem 1? ❑Yes 1. Article Addressed to: If YES,enter delivery.address below: ❑_No a Frederick and Leslie Proia � Q 14'' !Jorseshoe Lane 3. Servi Ce, a uille, MA 02632 ❑cera ❑ all ❑Registe O Receipt for Merchandise -. ❑ Insured Mal O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Number 7006 0100 0006 0745 5380 ���(Iriansfer frtirt►sfrwlce 14beQ j � ��t!( I �! PS,Form 3811,February 2004 Domestic Return Receipt 102595 o2-nn•isao UNITED STATES POSTAL SERVICE First-Glass Mail` Postage$Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • THE 13SC GnaUp' NNEEZY BENIi BUSRESS pAR,N 384 WASHINGTON S'�IRur NORWELL. MA 020fq t v COMPLETE • •MPLETF T"IR SECTION ON DELIVERY ■ Complete item§1,2,and 3.Also comple a A. Signature item 4 if Restricted Delivery is desired. `Agent ■ Print your name and address on the reverse ❑Addressee r so that we can-return the card to you. ' B. Received by(Printed Name) C. Date Delivery ■ Attach this card to the back of the mailpiece, 1.2 �q on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No John A. Fusco, Tr. .-- _ Fusco Nominee Trust a. service Type 12 Cranberry�Lane ❑Certified Mail ❑Express Mail Burlington'I'M- A 01803 '❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2:Article Number 7006 0100 0006 0 7 4 5 5441. Emnsfer:from service*0, PS Fbm 3811;11:ebrtiary-2004 Do6s68 Return Receipt 102595-02-M-1540 v UNMED STATES F''��Sdtff}�S �x+s'ta e a • Sender: Please print your name, address, and ZIP+4 in this box • BREEZY BE NI) BUSINE_pS PARK 384 WASHINGTON STHL� ET NORWELL, MA 02061 111111111 fill 11 IL111litil v sA: COMPLETE POS SECTION • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signat item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse (A04170 ❑Addressee so that we can return the card to you. R ceive b nted Name) C.Date of Delive ■ Attach this card to the back of the mailpiece, 7 or on the front if space permits. �( D. Is delivery address different from item 17 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No i KK Realty Corporation 101 Waterside Drive 3. Service Type [3Certified Mail ❑Express Mail Centerville, MA 02632 ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O;M 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7006 0100 0006 0745 5533 (transfer from service Iabeo PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 r UNITED STATEk R$T L MA..Q215, • Sender. Please print your name, address, and ZIP+4 in this box• THE BSU GLICU ' BREEZY BEND) BUSINESS PARK 384 WASHINGTON STREff NORWELL, MA 02061 q- i�lrr:aetr�li�tarrrl>�iartrif�rrl�rlltit�rrr�l��trri,rlrr�ri�flPta�. Y OMPI.ETE THIS SECTION • • ON DELIVERY ■ Complete-items 1,2,and 3.Also complete A. Si ure Rem 4 if Restricted Delivery Is desired. Agent ■ Print your name and address on the revers.-; ❑Addressee so that we can return the card to you. i' B. Received by(P ame) C. Date of Delivery ■ Attach this card to the back of the mail piece, or on the front if space permits. ^a� D. is delivery address different from item 17 ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Ernest and Claire Daigneault, Trs. 104 Hillside Drive 3. Service Type 0 Certified Mail 0 Express Mail Johnson City,TN 37601 p Registered O Return Reoelpt for Merchandise ❑insured Mail ❑C.O.D. 4. Restricted Delivery?P tra Fee) ❑Yes 2. Article Number 7006 .0100 0006 07.45 .5540 (TiansferfnmseiylcelatieQ Ps Form 3811,February 2004 Domestic Return Receipt 102595-02 v UNITED STATES POSTAL SERVICE First-Class'MAil Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • THE )CSC GnQUP BREEZY B NI) BUSINESS PARK 884 WASHINGTON S'{ I1Wr NORWELL. MA 02061 q. &0 e? eo 111,,,i,}1111 till ii,f,,,il„l,lll;,,,,,lilt,,, „f 9 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sf nature item 4 if Restricted Delivery is de. , d: ent ■ Print your name and.ad on del X / ❑Addressee so that we can return the card to you. B. eived by. Anted Name) C. D e of slivery ■ Attach this card to the'back of.the mailpiece, or the front if space permits. �T' Z ZZ v D. Is delivery address different from Item 1? ❑Yes 1. Article Addressed to If.YES,enter delivery address below: ❑No Christopher Kuhn Penelope Hinckley s. Service Type P.O. Box 1119 O certified Mall 0 Express Mail Hyannis, MA 02601 y ❑Registered o Return Receipt for Merchandise ❑Insured Mail °. ❑'C.O.D. 4. Restricted Delivery?Pdra Fee) ❑Yes 2 ArticleNumber 7006 0100 0006 0745 5359 (transfer from service/abed PS'Form 3811,.February 2004 Domestic Return Receipt 102595-02-M 164o r UNITED STA10SrA171GiE ;�"¢:��� �~ `fi4h'::a �l�bi"xti pi „(;rd'�_ ���,:a � :�'.+,la,:•2 -0C' .. ...' r'r �!!py. .s. • Sender: Please print your name, address, and ZIP+4 in this box • Mr.David Mason 4 Glacier Path E. Sandwich,MA 02537 !'l!,u„l,l,l�l,,,ll,l,,,l,►,1l,!�!,!„sl1,yl,1!u,i!„!!„l,l COMPLETE ■ Complete items 1,2,a'hd 3.Also complete A. Sig ture item 4 if Restricted Delivery is desired, a ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. A B. R 1v by(Printed�JAV6.-Ln ]C. of ell ■ Attach this card to the back of thdmailplece, or on the front if space permits. 7 1. Article Addressed to: w, D. Is delivery address different from item 1?. 13 es, - If YES,enter delivery address below: O No 3. Service Type C � V I I f Certified Mail [3 Express Mail v ' 1 ❑Registered ❑Return Receipt for Merchandise. 0 Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) O Yes 2. Article Number -- ..: - ----._.. - ----- — -- ' A i 7004 2610 0006 ,0655 Z018-5 (Transfer Irom service labeq `PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540.; UNITED STATES POSTAL SERVICE =First-ClassMallSPS • Sender: Please Print your name, address, and ZIP+4 in this box • Mr. David Mason 4 Glacier Path E. Sandwict,,MA 02537 ft1„��,1,1r1Fi�„l1,f=„1,�,fi�i,l,i„�fi,�1►!l,�,�t,�tf�:1,1 0 PLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY SENDERCOM ■ Complete items t;2,and 3.Also complete A. Signature Item 4 if Restricted Delivery is desired. X -` [3 Agent at Print your name and address on the re ❑Addressee verse /l/ItilJ�r so that we can return the card to you. r^ B. Received by(Prfnted:Name) C.➢a o Delivery ■ Attach this card to-the back of the mailpiece', or on the front if space permits. D. Is delivery address different from item 1? e 1. Article Addressed to: If YES,enter delivery address below: No, f^ 3. Service Type jl� O2(9 certified Mall [3 Express Mail �r ll 1 ' ❑Registered ❑Return Receipt for Merchandise ❑Insured Mali ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2..Article Number 7004 2510 0006 0655 0078 (transfer from service label) Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 i UNITED STATES POSTAL SERVICE .��.:°w.'���,'����•xr'0:'h�.,��.. .M1 PRS� .?air! E7$PS .. Permit • .fender: Please print your nameaddress, and ZIP+ l `'t�iis box,• �U Mr.David Mason 4 Glacier Path E.Sandwich,MA 02537 .�4h 111111l1}111 t11111}1111111111111'1i}1}Iill}!tI11111111 9 COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature Item 4 if Restricted Delivery is desired. X r O Agent ■ Print your name and address on the revers;- r ❑Addressee ■ Attach this card to the back of the mailpiece, so that we can return the card to.you. B.Received by(,. nied Name) 'of Delivery or on the front if space permits: —7? Y: D. Is delivery address different from item 1? ❑Yes 1. Articl' ressed to: If YES,enter delivery address below: ❑:No 3. Servi ype Y`fY/ #Y �� et v ` 4/✓ """I Certified Mail ❑Express Mail 1 ��� ' ❑Registered ❑ReturnReceipt for Merchandise /&7 ❑insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number --"-- ((Transfer from service labeq 7004 2 510 0006 0 6 5 5 U 0 61 Ps Form 3811,February 2004 Domestic Return Receipt. 102595-02-M-1e40 v UNITED STAME F..OMM •Sender: Please print your name, address, and ZIP+4 in this box• I THE BSC GROUp BREEZY Bi K(I➢ BUMNKS PARK 384 WASH1NG'k STftj-; T NORWELL,:MA 02061 11IllIt31t11ilt11 itlftl fttl�(IF:�slFltlifllttIII It111111 lit 11 JUL`-23-01 03,05 PM DOWN C14?E E' �GINEERINC 509 362 9990 P.01 39 main street ( rte 6A ) tel. 508--362-4541 yarmouthport, mass 02675 fax 508-362-9880 down cape engineering, inc. civil engineers & land surveyors LAND COURT FACSIMILE TRANSMITTAL FORM SURVEYS 508 362 9880 DATE: Arne H. Ojala P.E., P.L.S. � 23 a/ i SITE PLANNING T0: 4s- L i FROM: MESSAGE:_ S �S or,, SEWAGE SYSTEM DESIGNS ✓1 11�1 ck INSPECTIONS PERMITS 0 r q del CLIENT NAME: NUMBER OF PAGES (INCLUDING COVER PAGE) IF YOU DO NOT RECEIVE ALL PAGES OF THIS TRANSMISSION, PLEASE CALL 508-362-4541. ti� of �I r JUL-23-01 03:05 PM bOWNIRAPE EN INEERING 62 9880 P.02 I ` y A,i _ram _�r.1 - � i _ y� .� i d 0 i 4I j t x i i Lie iuA \i \. ,r ,, ♦. p Y A 7 1 r I V A-p f. kl,e ch S,':J4t - /a �e .., a� � 5„•a� 4�. r _ \\ 1: Ki Q: L IN"VMS Aj ^ ::r AL e k 41 4t. 32290,12 SHE Er e: O42. 11 �� ti S Q -�►111 410 � s1 e 15D eOp� G %T a t we/ter J'•. Ro bblh;'. a w.. ,o. 11 of 04 '1 w J! Coro H. Kroril, Trus/oo Bornord A. P/tsporo/d of o/. 44 .00 ea ' : II-- 3,lf i N S fOwot Q A. Kilroy Q' ol. p I1 ✓ V et ° � 1 . . y� Cd• 96.36 i h It 1 �00,i AA / .ell °° p �r 'j 197� p/ow JYIAo" Carl. 60roj WA Y "T �p Fidel 4���a (20,00 W6) 1 Q Gaorp• J. Corslplio'drAMC ao.o Sco/o of this p/on 100 faal to on inch. Wit F William f• Proctor of 0/. ":o' ►M// r PHEASANT WA IP:, •e t of. Y. e..: f (40.00 We# 3229 0 SHEET l OF 2 Sat 1$1TPDIVISI.0:J PLA%T OF LA':D IN r'AUSTAPLE, ,vA Schofield. Brothers Inc., Surveyors .�'/96t27NL126I66"1� ( alb 4, 0C. December 14, 1973 ,R.&.64 S '�' • N r •, ti M N z, er o% C. O" i;. . . l Aoil N g Core 6drot 13698 C. o ev JC WAY ";: • s° i3'ir"erg B. ;CIO 526.40 �� `rN .09' 'L •;pF�;.,. � a g6 14 E Arnold C. ii d' NjoJ�p,� Z L one of at -00 fig �4 0 \ .� 1;:':WoNer: f. ROMA# e/of '"CYoio.H. Krov/t,Tieisleie p � �. � c N.Nv Boinard A.Fitrpero/s et o% er ' i �" ,. S J :Ednord A. Kilroy of ol. I ;; • W to v a Z^ s+� �' �� gnNyV► RanJtpw ,���� �•N�•4p•iv Core 6310d �•�� �� Otto .Snyder f�;�q Gsorpe✓. corsifliffjr Subdivision .oS Fart of Land . ,Shown on Plan 32290A Sheet 1 and,2 „riled with Cert. of Title No. 59467 Aerlitry District of r-arnstable County Abutters are shown as ''•_: on original decree plan. va eA"te eertiAcetes of title may be issaed for land 'crrrt:IWM endAAxAeel2.oslols.J.erred 4.-------. CagyeAd hdfpw M1 LAND %STRAT/ON Off/CE EG ��i Suk d this ysnp0� Pert to en Inch it _' •• AL.Wwdbcor fi►9&ff*r Cawi I TEST HOLE LOGS ENGINEER: BARTER AND NYE, INC. WITNESS: DONRNA MIORANDI, RS DATE: 5/6/99 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# 9387 11.5' a ELEV. ELEV. Q 0" Q 10.3' 0" 14.4' — 0 3 #/3 5' 6" LOC E Cos 6" COS 18" 10YR 4/3 A Z( B30" 10 .9' Y WATER @ 6.5' COj5/67.6' 32" 10YR C C COS COS 10YR 6/5 10YR 6/5 '> 4.2' W 7 3 OBS WATER Z A 120" 4.4' NO WATER/NO MOTTLING 1 . DATUM IS NGVD 2. MUNICIPAL WATER IS AV 3. MINIMUM PIPE PITCH TO 4. DESIGN LOADING FOR ALI 5. PIPE JOINTS TO BE MADI AUG-13-1999 0 r:14 FRO—M TO 3=,292610 P.03 _L L DEEP 0 RSE RVATI ON HOLF LOG Hole # l utpth fmm Sias Ila6MDn �,oij'iexi+xr� VA Calm Soil � tril,cr SurFstt(an.? WSDA) Mooing (5tTlrc�tur�,Stc�res�i3c�aid�re : ` rtnrbt°�r rr�YC� -- r7-r 97 �-�. 'o � P— S i 1 Npth from Soil Wo,rizon ell T=turt Sail Color Sail Other ,Surface(in.) (USDA) � (Munsell) � !�Tott?irig {StruOwt,StOTI .HM:fdcnet. cz 4=k¢"s:. _ J4-P � L®- n-kplh from S Soll"01420n Soil Tcnlun Sai!Color � $ail other $ufia�,tin.} (41SD�i) (Munwil) ilr��ttt;a (S$s��tt;�C,st"Cs,Uquldi,=: i DF- P ORSERVA ION. LE LOCI Hole A� - TMUOLE LOG D-sth from F.61 Horizon � StA TCxtare Soil Cul-or UStl ) tMartselij 4iattl'trg tSirmtUTt Stor*,Bouldems_ Eag k w—I thit►500 Year boundwy Rio_ Yes �e {� C"s YViihin !0D ucar f1oQd boLTtde.ry No DcUth pf Naturxu'aw!Er�r�t a s NYC#axial floes at least four fact of naurally occurriin pe rvious rnaterial exist in all afeaLl observed th Dughout;hiY gea propoK.d for t6t.soil ibsorptiop. system? , I rs t,what�s t1�+~3epth�sf w fu:ally occurring pervious rnateriai? �" rtiFicatia.�t t cetti fy..that an t't i S. 0;99 i have p3sstvd the soil evaluator c.camination approved by the Deputm t of Pnvironmcrtal Fts tcctiort ah that the move analysis•bat perfnt ed by-me consistent with the regaii d:t in�u v xpertise,a�tdt. np si n�:c dcscri c i tp�11� 4_ iS.ta;7. TOTAL P. SOIL TEST PIT DATA (5-1-07): ALL TEST PIT #1__ TEST PIT #— TEST PIT 3# UNO GRD. EL 18-2 GRD. EL. 185 1 GRD. EL. 3- EST. HIGH GW. —__ EST. HIGH GW. — ..— HIGH GW. 5.33 6" LOAM M) AND SEED BF A A A LOAMY SAND LOAMY SAND LOAMY SAND 10' 10YR 4/2 tOYR 4/2 10YR 5/6 yy/SE SEWER 10' 12" BRICK do B B MORTAR N LOAMY 10YR 6/60 LOAOIM�Y ��3D MEDIUM SAND iIil10YR 6/6 T� 32 36 30 _ INLET ' iD 50' 56" 1 �~• 4'-0" C C --a-- LIQUID DI MEDIUM SAND MEDIUM SAND MEDIUM COARSE Z 10YR 7/3 IOYR 7/3 SAND N 10YR 7/4 ,< EL=8.0 120, EL.=8.5 98, EL.=1.83 BC TTOM STABLE ON 120' 6" MIN. 3/4" TC DATE: DATE: DAB' CRUSHED STONE 5/11/07 5/1/07 5/1/07 25 TEST BY: TEST BY: TEST BY: BSC GROUP, I_M;_. BSC GROUP, INC. BSC GROUP, INC. WITNESSED BY. WITNESSED BY: WITNESSED BY: _ DONALD DESMA_2_ACK DONALD DESMARACK' DONALD DESMARACK - PERC. RATE: PERC. RATE: PERC. RATE: 2 MIN./ING1 2 MIN./INCH 2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR MARK DIBB _ MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: SOIL CLASS: 1 1 1_ L.T.A.R. L.T.A.R. L.T.A.R. 1 ,500 GALL( 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G•P.D./SQ.FT. SCALE: NONE TEST PIT #4__ TEST PIT #_ JTLY APPROVED BY THE DEPARTMENT OF DESIGN OF SEWAGE 14.5 PURSUANT TO 310 CMR 15.017 TO GRD. EL 9-0_- GIRD. EL. AND THAT THE ABOVE ANA IS HAS HIGH GW. 5 5-- EST. HIGH GW. 4 5 NSISTANT WITH THE REQUIREDAININ , DISPOSAL SYSTEM E AINDICATES DESCRIBED IN 310 CMR 15.017. FURTHERLOAMY SAND ESTIMATED OF MY SOIL EVALUATION, AS IN CATED 10YR 5/6 SEASONAL HIGH UATION FORM, ARE ACCURATE AND IN 12' GROUND WATER �5.100 THROUGH 15.107. 40 WATERMAN FARM ROAD 12" OBSERVED LOT 1 g INDICATES LIGHT SAND 10YR 5/4 GROUND WATER DA 34 INDICATES IN 42 �" in UNSUITABLE CENTERVILLE C C MASSACHUSETTS MEDIUM SAND MEDIUM SAND 10YR 7/4 10YR 7/3 (BARNSTABLE COUNTY) DETAILS 98-LEL=.83 120" EL.=4. ; — home oviI DATE: DATE:5/1/07 DECEMBER 11,2006 5/1/07 -- TEST BY: TEST BY: BSC_GROUP. 11J(_ BSC GROUP, INC. REVISIONS: WITNESSED BY: WITNESSED BY: DONALD DESMAIACK DONALD DESMARACK NO. DATE DESC. PERC. RATE: PERC. RATE: 1. 5/21/07 ADDITIONAL TESTING 2 MIN./IN01 2 MIN./INCH SOIL EVALUATOR SOIL EVALUATOR REVISED SEPTIC LOCATION MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: 1 - - — --'" L.T.A.R. L.T.A.R. 0.74 G.P.D./SQ.F r. 0.74 G.P.D./SQ.FT. PREPARED FOR: NATHAN RUDMAN SOIL TE`.�T PIT DATA (8-3-05): 178 CAPTAIN SAMADRAS ROAD COTUIT, MASSACHUSETTS TEST PIT _:L— TEST PIT 1#29 02635 GRD. EL 4.1_ GRD. EL. EST. HIGH GW. 4.1 •_ EST. HIGH GW. 3.9 BSC GROUP A A LOAMY SAND LOAMY SAND 10YR 5/6 10YR 5/6 INDICATES 10" - 10' B ESTIMATED 384 Washington Street B = SEASONAL HIGH NOFy� MEDIUM SAND MEDIUM SAND GROUND WATER �+► S�cy Norwell, Massachusetts 10YR 6/6 10YR 6/6 0 � DAM J. '�a 02061 < 2MPI c4 CRISPIN m 30 30" 30 PER HEALTH AGEF� No. L 2 781 6597981 C 80' [0 INDICATESsc;•'. © 2007 BSC Group, Inc. C c MEDIUM COARSE UNSUITABLE v /0� MEDIUM COARSE SAND � SCALE: VARIES SAND �'Z 10YR 7/4 10YR 7/4 FOR PERMITTING FILE: BOH\6069—SEP—LI—REV-5-17-07 DWG. NO: 4509-07 EL=4.1 j EL=3.9 _ ,,H� uM! R CONSTRUCTION JOB. N0: 4-6069.00 SHEET 5 OF 5 120" - 120" DATE: DATE: 8/3/05 __ 8/3/05 TEST BY: TEST BY: BSC GROUP, It IC. BSC GROUP, INC. WITNESSED BY: WITNESSED BY: DONALD DESIJARACK DONALD DESMARACK PERC. RATE: PERC. RATE: 2 MIN./INCH 2 MIN./INCH SOIL EVALUATOF SOIL EVALUATOR MARK DIBB MARK DIBB SOIL CLASS: SOIL CLASS: 1 -1— L.T.A.R. L.T.A.R. 0.74 G.P.D./SD.FT. Q.74 G•P.D./SQ.FT. I.I. �t tD.. j S :. I.y' ''31, ,1 GENERAL NOTES: WF#88 : '�'1 ? (:.' 1.,. : "; {rt £..4 7� . O THIS PLAN IS FOR DESIGN AND CONSTRUCTION .-,'$ ,. OF U.CONSAGE DISPOSAL FACILITY MA '� �' r '• Z.ALL CONSTRUCTION METHODS AND MATERIALS 1 -n ;.. a. •,.. •:.•.. rs. :�: .. � ,.:,. .. ;. -, .. ., .�.: .• .,,Y::_I. :'.,: �,:,.,. a 3� s.. ::,::?t �"s Cox:::. ...k �'`+''»�y "� 3`3;'•r� „ <.+.. .:, f'/:�:- a. ,S.! S:>><` 1 ( ., v.;; ! ,-,vim'-S.•l a�x� �� SHALL CONFORM T°MASS.GULL TITLE SAND •: _ _ r."tr .A' zw :� .( ;.';. - I:„ Mink -, LOCAL BOARD OF HEALTH REGUU1T10N5. ALL PIPER LOCATED UNDER PAVEMENT OR > h r. TRAVELED WAY SHALL BE SCHEDULE 40 OR °Un .lY. W4.THIN 1WF NO THEPROPOSEDNOWN PRIVATE WELLS ATED Yk / 4 WITHIN 100 R OF THE PROPOSED LEACHINGFACILITY NOR ANY KNOWN WELLS PROPOSED WfTHIN � 150'OF ANV KNOWN LEACHING FACILITY. S.WITHIN LIMB OF EXCAVATION REMOVE ALL �.- S.�-. ..- - r.- �+t(- ..F. :,•', 'e: w o .,.n� ::�. .::.r .. ...:.ri :[,�.,::. 1� '_r _ ..a"-.' ,x�..: ..x',. ..+ �•y} s-, �sY,er:. _„•-`7,d< -,., .._.. ; • r�/f.:-�y. - „. - - ,'- �, ..� t.r:��,^_ TOPSOIL,SUBSOIL AND OTHER IMPERVIOUS P 1 :. ... ." .......:' . r , a , , ..., ��R` ;-f•:WF-M .Y; 2,4R. " -3 , MATERIAL. F.Yez l ''I': ^] - r €°; i0'r. < r ica �;".,- :.,. •, .,,, .,.,n • ,::� ... ..... .. , I'..: ......... .. .... ::. •.i .,. .^SGAL� ,'C 1. : � w*Y � ;y?;, .,�.:�. .. 8.REPLACE ALL EXCAVATED MATERIAL WITH CLEAN r ...!"1: -1; t:4.• �:; 1 � 4 :_ .:..• :: ,,.::`,;. `- .-:. �;., ,.e .-..,,,,.,.. ,...,:.. •.... f,.nEk/ '.��.T-'.k' R 4.. _ -, ,.....'�' .. `- ..,., WF 9f38. - ,,., }., ,.,. ..... ',•, r:..,.. S::.:d, ST... ..7 Si:,":` ,y.. GRANULAR SAND.FREE FROM ORGANIC MATERIAL _.: cty �'-+--`- .. ST : ,:•. ., �r 1 _ N]0 �3 L .x,:::'_ '' n Z" ..,,'. a✓:. •;,i;ab AND DELETERIOUS DIFFERENT CLASSES OF SOIL ES AL- / 1\• ram.`` \. _ NO .}I + / _ ". .:; • .�.:.:�L ,.� ND LAYERS.TDIFFERENT CLASSES OF SOIL ANY T ^.,a Z..•::. ...,n.h , ::: I -��.. -,- \\ --WF#71 :':: - ::'::. .; '.': V•v.:.... ~ 1.` >•g..,,; cl;�, : `-' S„ ati•, f.• BE USED.THE FILL SHALL NOT CONTAIN SIEVE MATERIAL LARGER THAN TWO INCHES.ESIEVE -:. J �... 1/. ( ..'. .:�. _\ \ ::: r�, :.. ,wa ���� y �' d .k:�4 r`'.�''{'..J :.flew •y�'��_ � �},1< 1,:5:;:" ANALYSIS.USINGAff4SIEVE,SHALL BE LOCUS MAP PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. f \ \ h':r a,,,r: -3�UROERINOL` Pr> -:"*�' tY upN� F. ` :,,y,7�1?' fl" UP TO 45%BV WEIGHT OF THE FILL SAMPLE MAY NTS BE RETAINED ON THE pd SIEVE.SIEVE ANALYSES M y I `WETLAtDSf 4,k:. - `1" .s ALSOSHALLBE PE RFORME00NTHEFRACTIONOF / -'-WF#81 f- W \, "(FRESNWAlERS4 ,-yy ..`� fy, FILL SAMPLE PASSING THE N4 SIEVE,SUCH •' ` y as �'�J„. ANALYSES MUST DEMONSTRATE THAT THE MATERIAL / : ., 7N O :.:_� `:.`•�•\ \ --> ;".; Y '1 3 ? v' ."�• 'S r;' Y ''R " avS '! ;:r ' MEETS EACH OF THE FOLLOWING SPECIFICATIONS: •.1: .m m 1 - \ \ .�, .. x ';,' I;:... F '. �r e :'8. r,. , { J , .::tl ,urc,. f. r, '-.:: \ \. :\ :WF-Y73 :';� ...:'... r ; ,1 d,.;t 'i'\ ">•R 'kk'+,. '1 �. 'I " ':--':"'"yqz *S` : ,.{. PASS .:: (.- r_ I - \ \ \ , ::: .: xr ";7. r:�I. <,::'x 4 -£^:''.'. `'F '.h - ^_�+!'Fz"n t� F. 10(4.15 mmTEFFECT SIEVE PARTICLE SIZE) LEGEND /. r, ! � \\ \ Utz -'"` '_�`` �N' •« >x• 't�' 10%.100%MUST PASS NW SIEVE - . �_ EXISTING PROPOSED ....: 4 :,f)' '•+Vx' SIZE) ��. .. Y / - �'-� \,,.. \ ::. .,:c"., ..::: ..:::. % •,..:'.: �' .. ."r sl-kV:.ti' r3*-• Xir' 'S?:+P6 { � "��Y, ,Qc(„4�'�kn+T'N�Y;`:S._ 0%30%MUST PASS 0100 SIEVE S Jp r Z -t0- -INDEX CONTOUR t0 WF#80: / \.;• \ �.. \ ; \. .r�:: ..: ,.�-^!C 4S{•rm�,�"".�A?�I '���k V'Y.•.�f+'I'i..''"9•`' •c. I'I' 0.1 mm EFFECTIVE PARTICLE SIZE / :. :\ t::. {;.:f: ..., ,:... ',: .k.', ., p:. '. ,s. J i ^,-f, FE(. 5` ? �/*`" ,x. ;lja,,..._t3-__ INTERMEDIATE CONTOUR �t3� ,. v:�..:. .. :::: �. i.. • .-.. .,:.'. L. ;. Y. ..,... =l .. WF-1r81 WETLANDS FLAGINUMBER +;li 0%-5%MUST PASS 075-EFFECTIVE PARTICLE C� \ 'r'+I >:u•''' �'b"\':;" '" `� - .'V •+` 'A t' -q " �k% � (0 SIEVE .0]S mm EFFECTIVE PARTICLE SIZE) M1..v 1 i� �r . � .EDGE OF WETLANDS .:.. '- • .:� `'-%� `� y^ � - r. \ \ \ \ WF#Ta :,: • • ., �:x ,. .. �.'' _. _ +,':' ...='i :.; i 'k "t. �µA`,,'- '.VI. �...AD 7.EXISTIN°UTILRIES WHERE SHOWN IN THE . OBSERVED SURFACE WATER s:' I I �, f /. n \ \ .-\i�,d,. : -1 $" hf "'k fi'f & '}''may,.}'•_ : I'.,. 1 I 1 DRAWINGS ARE APPROXIMATE.THE CONTRACTOR (EXTREME HIGH TIDE \. .'\ �' \ •.•, ,� E ?:-sS� .ti,, ,''s' '•5 - ,z• `�`'.: .;, ,;, t -.� �.: _ II ,I •. ,,, " t.,, " K �; / FI : y_.,.A S +: v"� 5.,,.yN4 SHALL BE RESPONSIBLE FOR PROPERLY LOCATING (ON 9-11.06) / . .1 1 f . �.. \ ',Y- f;.:'.- ;i, •.• .. ::::. -i ''Y.!"F ''S>`a`a.. AND COORDINATING THE PROPOSED CONSTRUCTION 3S'ZONING BUFFER .'` 11 sa,. ,<4;, ... 1 d ,... ..�.� �.. ••sf,, :. \.,^' `'.\. `X^WF#74A,.,7E ^. V.,',.,Ml s y;C, ,'k:" / C�"x-Y'i• ,,... 1; h 5:: - ACTIVITY WITH DIGBAFE AND THE APPLICABLE FROM WETLANDS f ,: r..,.'1.:.: I ..'.:I I "/' /::. Z L••;� ..\ .r: \ X y17 �L `I. '"5y t'�.: r ..., +k ✓r f �:u«?MiA� § ®SO'NO DISTURB BUFFER \ -\ r::. UTILITY COMPANY AND MAINTAINING THE EXISTING fr UTILITY SYSTEM IN SERVICE.DIG-SAFE SHALL BE 1 / x. \\ \ \ //. ): �y-, 3 :.3: Yy,Cv y� c '( -.:;,i Rx.- NOTIRED PER THE STATE OF MASSACHUSETTS FROM WETLANDS WF#SB.: f ISOTIi:9ARN ..\ ""e.'S'y IC ^'�-+'.•+{< lF'* � -TOP OF COASTAL - - :.1 ,� {: - T.F:18:50 \ // "♦ } STATUTE CHAPTER E SECTION DO S NOT BANK STATE .- F.F.E.=18.00 �.�.. = \`' ( -t \ -;x "' ''.: r ,r•.,: , „g ram' k. F,.� ;h_,�� �i -,u<«5 GUARANTEE 33.THE ENGINEER DOES NOT BANK(STATE) t -1 JL \ \II: \"'< k$I!' , y:,'.:, fy.�•rp t� � ;Y''+� ,,yy GUARANTEE THEIR ACCURACY OR THAT ALL .':. ..AA SO STATE COASTAL „ ., ::'-, I �+ :.` ^ > \: \ \ `".- \ -r:: .,; n„ ,.,,..,, ,..:k. ... „ •+:{✓,e,. G� 1;J'Ya` UTILITIES AND SUBSURFACE STRUCTURES ARE ...�' .lt:>. yam, BANK BUFFER �.. .r... � 1 , 00�,•....,. ..._.. / ev\\' ♦ \I.. :: .^. h y,. f 1, � .;..... u 1.; Ev.. •.:..: Y,A,;,�n? .� 2. �... .:€ ,1Si r, ! `'2, �i,�.1.;';• � SL + Jlu 'I UNDERGROUND UTILITIES TAKEN ROMRE c: 1'. GL '., i:,./ _ .'. \ \ „ a,.�� :... '' I�i ::," .,, ,:.`� >f:�...• �t>. j�'�v",,,;4_,.. r'x .,. - ,�.� .r'� t - -�-���COASTAL BANK(LOCAL) :. �,. { --'� 1 - I . w� I 1 -y�r \ .\ \ • 1. ,. _ f . o S 1 \ .. ':r. �' R, . , ,. :w �a,. �ae�;el�'-,�`�m:wx� �' z� ��-�'� 4 l� -.I - -1 W YR.FLOOD ELEVATION {' I � - � i; :I _ AF\- %�•'-'� \ _ \ . u,q, 3 -srTr' �-F„ r II UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS,THE CONTRACTOR SHALL VERIFY SIZE, I 1 { 1 ER !/•/- \ \ \ �? ,y), S ,^`•- ='Y' /A":�iG'�; LOCATION AND INVERTS OF UTILITIES AND MWd O N9-ETER INSTALLED �,' f :'I / \ tLL �\ lq•+ �. \. \ �V."^- rr„ >. ON 8-11-OB "" :' .o .. ., / �9 \r, '�,.. \ - \ �\f.� �'r'\ .T'S ..k �� {�£' w;: ,...��°7:3-...t"'NE �`''�t�' S' '. _ �- ..• .:•a'. :f �,� s�'V�4 4, 'I�'., • STRUCTURES AS REQUIRED PRIOR TO THE START OF �_ \ \\ F#78,f J.:q'VI"j I,. yg f. :• Y°'k ,,.; !%, r I•.... CONSTRUCTION. Y TP-1 TEST PR LOCATION i .. I ':ID t 1 'I G� �'\ W \ \ yS'. /`Y Yip g x,. t L0T 1 '�1 ��b,�,x, � r' '^ . > ��, CHANGES GTHAT MAY BE REDO REIDFIED OF ANY FIELD �{$ k, -4 t G { R f \ \ \ e x'" w,8 rf 1 4° 't>•"•`� AREA="' ACRES S.ALL SYSTEM COMPONENTS SHALL BE MARKED .TLIF TATE COASTAL BANK ' 1 ..l ":I 'RESERVE-� ` \\t - i. \, 2:s �•�°'�� 6.3SACRESUPLANDAREA '•✓' -•L;.• WITH MAGNETIC MARKING TAPE OR A COMPARABLE YYXYYXYYf4 TWIN COASTAL BANK 1 :I AREA-' /< \ _ f/ \ \ \✓�- 5.4t ACRES WETLAND AREA r `� n :'� MEANS. Ir�' 1 } ' 1 'y x*vt a ' a�.� 'a '4 , BIT.CONC.PAVEMENT A.-: I� `•�.:..O 1 \ / \� '\} \ \ \. 1 (. ;,tNI; :As 1 'F k R'", Y;,.tSY, "�'S' Er .. w/h ;'1 \ �1 t \ ..0\\, Y• - \ .\,.. ?`'�}I V._ k t�aAl �, 1.�'Pf Yk- A `: d I WATER SERVICE ELECTRIC SERVICE '",/'f / :/. I/y ! 1 \ '�\,`. �. \\\ \\\1• \\ W+ �; q}A,y? ,T.g j 1+. x Y Ar7 ' l�i ,'. w !� LEACHING PIT I/ ! �:. / / to f\ \-..�. 1 - I I \� :I `5 k'y� 8`EC �'•4:�'rf1! - `L. .✓ GROUNDWATER FLOW PATH -�} I .. I I 1 ./ \ / .,:.. ,vi..t d:"":N�` 3,..`.•s/x. •ipy.v C'kb _r i - h h WF.YS / ` ( (.'•: ::I 11 - :-� ',q^81 .p \`\11L ( ( / ' / O I '�`14"'Xl':V:. ,f 00,1�'.F,I.4.'S` ,;:"f -, ' _ ,'.K... TEST PITS t,w ( ( `' a+ :.• 1: " ' I \ (' :. I a .I^ '!q S Ss� > F T>7 w Wf :�'` ,'. THIS FSYSTEMGAR AGE GRINDER.A FOR THE USE OF A GARBAGE GRINDER.A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE ''„'.: M a" F{•; I ,\. :..,:` .. ,.. : :�', Im \ 'I,. _ LEACHING FACIUTV. .EL:-r,4sy'p}„a,I 5wa7E7t=e.xa' 'O s a y fz i• i '° 'WAIF ^s ;9 , 1;:.' 1 - _•.\\•. _~^ ti j \: .�... ° '�,��,.. (, � / ,. - .::. �i4we �_ �- -. � /-+/: �, /� / \ Y il'',4/i yl, �,�i;III •,..• •.•,. dill .u•- r .,.�-..:'k, 4 �� • �i , rr.-: .a, n 1 k xt.. i w _�,;.RI :fa. .. ,. ... tg..78•.o'!T' .: \ _ n':. ..: \. ;. . DESIGN OF SEWAGE ,�><.,.;.r:, � ,t, \. y• ��. I, DISPOSAL SYSTEM . .#u2, ", g' ,.'./,. ,Y°�.. -,:._ ... /' -. \" . X .•�'_. G'A fXP's'jRe"eiro5 40 WATERMAN FARM ROAD I :. fir+; ;a'`kt / 1.,:. �� Yam. \. Rn :_ < yo „x-Js,�'' r a..ram. +''l'--,w<€$ C�4tx�'?'?.'.mfi,4F F 7,ar<kr-:.:•.; m �''".::�, I'\_ � :. . '.... ....;... ::'.'-, w .... �.. � \ ., ,A:'- .: / i,:: \\'.,, w„t.,,. �. \/ ~ __ �s warE - :!7 :I OT , t ,c `i ,-t' w.r -'.'f o=�/q� F _. _ :�. : :ft / T f ..•\/ \\ \� IN to -�x...�r L a` ��Y.:: i`G/I : f /'w =sa 1 7 t �' ��_ - ^.•_.j� / \ 1r� �_ ��� .� I W CENTERVILLE .� y ✓`.'1'�..�i�r?., �`�„k .� .�"�; / °' r �::,. ETx7�o �.. ,..__.. .., �`.1...' ,.- f: : ,w.�. Ff I .PIE Pos6os. Hk,:. .<.� '� ,r.. G, I „, .:: c' / .: .:. .::r(:e7easMEN :,. •;\,;a ". RE N _.?;_„yr .'f A uT xI�". Y./-,.. •- .. :..' -. ..: '.,:,:., .,/ S('W ,. ..;'�: .,.. ,' .. RO .-\:..BED HOU9E ''' �• _ ... .. 5�;':t Y k>f0.,5 �x.i4 k�, { 1..� F •a " / \ • _ T8.50 .::. <..). .,.3 '(FFE-�a.DD 5�..'p.�,1-�'� \, , ' MASSACHUSETTS I �;•'�- ..� ' r '=FRs''+a+a �,a;'r.^�e�,>.de'\: FI .- ::-'wF#u9.:. '- '7'7- 1f J - >~ .�0 t - ,9G'.BSM'�Fi-7,sot ! .;/ n -'4 w t ez:; -d rBARNSTABLE COUNTY) .$fv„ Q �- ."r.": .. -.t0 .__.... _ /. _ �I SEPTIC TANK "/ g t c Yi• -t'`t r ,rt'.!„t o :^xc.. ¢ }WATAAR < 1/ (^ 1 '♦ 9 ,..,.,...:� w➢m�� ''kit. v ,,d,.-,u3„.,,'..:., .,.. _ -. s. '.5s...v., : a.., \ \.T ,;, 11 7 '�\ •j�,,. ..� �. +� _.-_ ... _•_._�.. '-t. _. g,: :.�: . ••.-T_ '°"�' oo _ ,�"f SITE PLAN ' :v- #.•/F-;Yie +::" '�} .�'�' / / 1 1 F#$a0`-L'.._. f �'"a �1 COASTAL) -t (STATE)1 / - .z1, r_, g \s. � . & ', , ;: � ;:;,: ,� � ,L',':,t,.�, D-a j o - - '. y � '`.:� ✓}': i DECEMBER 11.2006 L .;y - ..�: �.. WF.N �\ \�. £ } - ,.,."� RcPHLY Tftt • - .. /. _.`.. ` .�". ...8\_, i�. � � 4 .:' .�`y"• a.l I. � � \ REVISIONS: F-p47.c :: .`� \\. \,.-. ,. t �,'`::. ,:y°.. ;`r? ':.• ..:. .. .-: EL.=6� � : �'.\ �/ \ 1� ,./ \ \�. /�' \� \ NO. DATE DESC. \.�:�r :.; :..... ..;., ....J^.:. .;;.....�WATE=5:78 ':'..•. _. 0` ': ;.n<. - / 2: ...:: - 'O/ MIT" TOP STAKE 1� 1. 5/2'I/07 ADDITIONAL TESTING WA. 5.8(5,8.0�.. ` _.. yV.' :2, {. /f � J: �� 't;. \. /. ELEV.1304 \ ..\ (SEEN s�f s. : .� �;..- ' a � LOCATION >< .. '^'. ;.- .- ', - i'\t\ _- !.. / .. ae ';s-, -. .,: .. .,.. ",ems,:... :a`:-;~... \/- � � 1 � ,r'. �• '�f � - ,."1;,,�, } \ REVISED SEPTIC ;.=>wFsaa :;:, _.:-:' .�::-°-. ..-. \ n ... / ,:..,:, ,./.",;rq ^5 x:a�.,. '� .:fP'^xr" 3a•:;g-l:z,. \i.-... C, _- i'f:. 7.- 1. t .:...._.• .:. ,...; .-, IMI _ ;• .. y ra \. -- L ':vFeMk. .: sR fib.: :. ','. :. x, +., :-*,'cam .:.'ice ti: \... _ ! r °.'-, 3 '= N 0 - q J J 'n3'/ ".y�+'•' ' r ,` (�n'�. \ I ` A' \ -\.._ /. `< :'�I l f. f. PREPARED FOR: f s ,' NATHAN RUDMAN ...2 _. ! sr:z to.; '`u'r, w .`` LL •^„ F wF#?93 \ \.. ` / �/. ^,.'.�.•r�c '. _. � 't: �.:1-. r/-:...rG/ ,�.1y,,Y a.,� ... to 4'..... • .»,,, .. ,. "\ ,: � ,: i \\.: � ! �/ c � 178 CAPTAIN SAMADRAS ROAD t, COTUIT,MASSACHUSETTS wF#a3 r - - ,M*� ,_,..• ��'�- �' �g i f asr •K - 02635 :.' WF.N ♦... .\ i WF taJ' ;:. 3s-^:. ..zE7 3�"c ,y�v t ;}, '•+, � \� !/ pA / 1!•2 jz r / UP ,. - .' . .,; .•._,. _ ;R �' y1r� , �, � 384 Washington SVeeV1V.J " � ' "' wF.do a ��:. „ - <. � •' _ / Norwell,Massachusetts - :w' 3B { �-` /,f,-„ e s' •,r£ �+°..,r ir.^a'� ^;♦ \:� - r r ,.E 02061 / \ 3 wFe x�, �> � � xT��. ,§a-=.✓ s -.-� .s,,e�w A,Czd:t'. <.,�' �1 f' :�iP 781 659 7981 8 ) 2007 BSC Group.Inc. t" "1 •f�w, - '�, SCALE: 1•-20' >s. <.... .... .:... ..-., ,. r ... .,+�; FILE. 89'BO H\60 -5EPL- 1-Rev 5-15-07 :. >.. 1. .n„';, ... w :.,....K1,}• t v„ ] - . ISSUED-FOR PERMITTING WAIF a a 5 t8-: r ::• * r ,; Fa' ,,; _ .; D G.NO: 4509-07 SHEET 4 OF 5 NOT FOR CONSTRUCTION JOB.NO: 4-6069.00 r I I - ____ - I ____ I I I - - - I I - _ _ I I I -.---1-11-- � � 11 1 I __ 1-1 - I - - _ _ - - � I I � ... 11 I I -1- 1 111. ' ' I � . . � I � I I I I , � I I � � � __ — — I I I 4 I 11 ____ __ MEMOWNA0130M 1,��- 1, _7- - I . I I - I � , I I I I I I , . I I �,;J� , 1` 1 r-4 ;� `.1 � " I � , � I '\ ; . ��i; I � � 11 i I I'll kk -I- ,111 I I - � I - -��,,,:_ _ � ' . I I I I . I � I � I 11.1 40 Water an ,Far Roa � Lot I I 11 - I � . Centerv1* 11e , MA I . I � I I I DECEMBER I I 9 2006 , � ", . I- 4 I . 1-1%, I Revised May 21 9 2007 1 1 ) I I , * I I ' 'I Revise June 5 , 2007 1 11 I I � , I . I , I I I`: I I . I I __-_ 11 � 1`06.�=I V4,TF�Aai r�x_ _,W r _� - 11 1 7 'A 14i 0 - ,- - T- 14:.%, 1� , , -�, . 0._'. -1 " !, i, -.,,,, "I ,�, -�'; . V�':_ . 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",." i,�1, I ; �11 � �. .1 I I .1 � I 1 AR'61 e T I I I �.� 1 1; I I "i , - 11-I.-l-, 1, I .__,I2,I Ir . "' " I , � I " 11" f . It 1� �� . I I I ; . I I 11 � . . � �f . . 2'.0, , _,""m z I W �I� - , W � �__- , �.,.. . . ":,I�! I I I I .C .-% : 4�( el- ,#"t 1l �, �� �' --____ I #,� ; m I ,� I a - I_ I E - I I, 0 , 0 m m � . 0 15 � ;@Nmm,9 � (n co N?'� 250 0 500 1000 1500 feet . PREPARED BY: , �p PREPARED FOR: I _!_.;�,-��,a oF fz,js Ia OF I , � 11 , C6 "I��.�,4. 0 - I SCALE: 1" = 500'± 1 - .1 If .�� I �6 . -, � � t �:,",`.," DAVID J. � DARD "I"p, I . 0 J. �" > I � I�� , x Li U CA :� ". I . Cs K-PIN CRISPIN �>_ IL NATHAN T & KATHRYN M RUDMAN .,�,� (I CIVIL ' 4":. 1 .I 1. . - , I % o.32112 No.31306 , I I IIIIIIIIIIIIIII 7t . I N I j�!... I /I IZ I r-- .I � . j,-, 9 178 CAPTAIN SAMADRUS ROAD 1�1,"., le�,-,G—m-l� , - :I � I I I I I,< A \ 1;1 � 11 I `�:,, ", , m . �,',,, i'- . " 4 - 1 .161 . .1 I I '-,,, ;15111 1, ELI — � 0 . � ,�, � 11 - ',!A!.�� BSC WDUP V_ . , �" I - � I I 0 COTUIT, MA ir � �_-,"', ,'j- A 0 ' "1111 0 rvv 11) N i�5 Q 02532 1, C; 1 384 Washington Street 8 � i I I Norwell, Massachusetts 0 1 "S � - ZONING AREA REQUIRED: 6 120 S.F. *(IN RPOD) , " zi ,,I�'_�, I FIRE DISTRICT: CENTERVILLE-OSTERVILLE-MARSTON MILLS 1 02061 6 .", I . " 3.1 ,k,711"l- I FRONTAGE: 20' ,q ,L', � OWNERAPPLICANT: NATHAN RUDMAN 7816597981 j -, j,�, . 1, "Al � r_ YARD SETBACKS: � � , d) I I ASSESSORS ID: MAP 207 PARCEL 91-2 1 i I I 0 I '-I, - � a . � "I I FRONT= 20' I — 9 , I ZONING: RC (RESIDENTIAL) r_ _�,�, I I .0 I I m ' 'I'll SIDE = 10' 0 11 ZONING OVERLAY DISTRICT: RESOURCE PROTECTION a ' ' � , - 11 � REAR= 1 O' I I"I ,` I 11 f;r I CL " "'. OVERLAY DISTRICT (RPOD) 0 1 1 ;,_,� (n - ,� , � m _;.,I'�"-,:� "' � LOT WIDTH: 1 00' I 10 " C TOTAL AREA OF LOT 1: 11.7 AC I 1 9 �i�,,,�,-; C � .9) - _ j), I I 0) I-- 0 1 0 1 1 1 . I ____j I 1, 6 DWG. NO: 4509-07 8 .1 I JOB NO: 4-6069.00 SHEET1 OF 5 8 (D I :St I � � -A --- � D 1100N N F WAG S OSAL SYSTEM , `4 E (i 0 S E E DI P d d - - - - ,,�� �:* � it, P_.� - 4��x 1 4_:� ; � t I q. :� 0 � I �1 * � )J a 49f % i " W Ar RAW - � 1! ` 1 4�� , It", �_ I lit , ]`�, I 1.� m - - 9: �i� I I r I 1 $*,\ 1 \ __ I I le I _ , ,, _ _ - � I I - - I - __ I.- - - 11 - - I __ - 1-1 I - � .- - 1-1-1 11 __ I I ! I tr rw + - ty_.. �y`E' sr o � ''f r #`' �I.'� 1� ,,,°�c+tnw•h 1 -••" �rYl :• pry , t;° 49 rived $F , t; * •\• .,y '°•� ' .:,'!s y t f3 'J i�• t• x . S fi �r,'4J i,• l I�F_ 6 i''i k a I r�. �+°+ '',• ',r + l I •`• —�+B-4 .+P T K� w i. I i }''x+ +qF,: ^• tom. :"•...•'' ,,'f,,jj`,,{{,t;"' `Fr'"". 'f - - ,$_� ::_as ;,�1 fi`�rk�5'Utt' x°��r� i tf.f�+ f�rG '.0,•'a ♦ �' p.�1�4.A t t {j l ` _ �• �.,rs.-iC'wgaj v�.}�Z : �.i, 1''C�•'r rv�•- a� •= �• �t++�+'£i v "�•° �r,rw.-� I •�•. + p., WF-,ylB-5 may_„ yyt}� 4r5 Z •`•. # � •+-k`M t'e�1.�4'. 1 \r' FF.."s Kt ..Y-ySi+.•�' i 2 .+.•-i•i..- Y j'•-. l (J}{ , WF—#67 •�` M4 }4*^1 FI- tf• 4, t 9WLNi[�j Tr''4 #:/ f ±Y d a{ .i::� • `+• - 9 • � r . 4 X f ... F• .. t .a 4. { �� tip •�• 3 ifi+i _ VfA e rt WF-#62 \__ •\• WF-#IB-5 • r� �.�y� ,. . I € `-.:tea;, `' , • wF- 68 Pekk Sr `�• i -, ,fit,: r:_.ti rf.} � . , , ice,••';�»: - 1Eq ®, • LOCUS MAP ; NTS 1•' v`. BORDERING ' .•, :WF-WF VEGETATED WF-JIB-7 WF-#61 W \ WETLANDS \ (FRESHWATER) N Lo 1 LEGEND -jF -8 _ WF B EXISTING INDEX CONTOUR WF-#60 - INTERMEDIATE CONTOUR `•�.�' % \ \_ •• �►. WF-CAB-9 #61 WETLANDS FLAG/NUMBER / \ —-••---- EDGE OF WETLANDS / 1 1 �, \ ` ----- l / � \ ^ WF-#74 . ................. . OBSERVED SURFACE WATER \ _ EXTREME HIGH TIDE ON 9-11-06) ' 35' ZONING BUFFER — - FROM WETLANDS -— 50' NO DISTURB l I I / �� \ --•- BUFFER FROM WETLANDS WF•_#59 —-—-—-— — TOP OF COASTAL I / BANK (ST*7E) � -#75 WF • BANK TBUFFERCOASTAL / ATE 1 1 106, ------------- COASTAL BANK (LOCAL) i vl // k COgs ►� f / \\ -"\ - - - - - - - 100 YR. FLOOD ELEVATION o .1 PIEZOMETER INSTALLED .- I ♦ NJ \ -14 �p MW 4 ON 9-11-06 r Q I %-J /./ ♦ \_. \ \� £X FM M/T.or 7 Nib, .SUgC off/ /G 'S�5 \\ / :. .�\MW \\ \\ \WF-#7s TP-1 — TEST PIT LOCATION WF- 8 / / E�1. 7.5 LOT 1 pf �9��•A = ;lee i r _l STATE COASTAL BANK I 1 WATER :06` AREA = 11.7t ACRES - — ---- - , 1 / ' 1 i \ ' A R=5\3 (5=� 7� 6.3t ACRES UPLAND AREA------ -- - , hI i TOWN COASTAL BANK l TP-1 \ — 5— — GROUNDWATER CONTOUR `-/ l 1 \\ c LO \ 5 4t ACRES WETLAND AREA 4 —4.5— — (BASED ON 9-11-06 / (. "'"1.� s�\;7 EXTREME HIGH TIDE) / I '• \ xr,`'` s v� NO WAA ONE= 8A (5�1-b7 �.,.. \..♦ \ \ ,' � 53 GROUNDWATER FLOW I 1 _/ , \ \ \ \ WF-#77 Cp+ ---— u, \\ vIa J. CRPL ON 9-11-06 / ——---— GROUNDWATER FLOW ♦♦ \ \ _ _ �� No.32 12 k, DIRECTION 5-16-07 WF-#5 / •� `1 \ h \ ; 1 ItA Mw 4 \. / WATER oes= 8:9�(�1-07) � ♦ - / �` - \ �• �� •� 's NOW -/ / I r _ -Q. MW 9 - D E S I N {J F S SWAG E 6. WF=#55 \ �.� \ x� \: ft- ``'WATER=5.66 / /' . / / ✓ � / i�. w , \ ATER= 6.5, ( 16-07> �; ` , /. / \ : DISPOSAL SYSTEM _ 4 �� \ qj of '' ��` ` / \ _ /• � / EL=7.4 y g0 \ �"�`'.. ,/- '�. MW 1 . 40 WA R FARM ROAD VL �` • TE MAN \ \ p"� , _ �. / ,/y�-_._ • G �` iMVATER= �5. - 6 i \ 4, ,� // _ .15 �' LOT 1 � . ';.. • �IIATER65�EL=7.3 5. / \ / `\ f'/ �•`�` �5/l _.,LIMIT OF 50 �..c.....•`=- ,,�4� ♦ /•1'Ib / WATERR 3:8.(5 07) "�6iR WF-#53 IN � , �ERING VEGETAtEDj� oFy�, _ � Tq WAIt 5.3 (5-1 07) ` �S - '/ / / ' CENTERVILLE CO / oM a yti MAS SACHUSETTS 100, #139 - `._`. 1 y / ♦ !' \� �� I G-/' / ' r// ' II.-ROM BVW f���` `` gp // ♦ \\ -( � _ �' ' �X�� /� / (BARNSTABLE COUNTY) r WF-#52 ` .—_ ''�T �� - ♦ \ -- / ,.� \_'NO WA4tR OBS, 4.5 (5-1-07 WATER, =5.5��X �/ T- j . ; 1 t WF-#138 : ` `�� Gyt1��� //� I `_ \ / jCO / TP-5 'G° �� / � ` '' , . �:�•� .. -� EXI TIN ND T S G CO i 10NS WF- / / p ` !aOASTAL BANKT�5.4 r. / Ao;x99P WF- 140 ._... .•• - (STATE) �. �•+E•--�••••n,,. �"� i0o �" ND�Beb WF- 1 1 ` \ \ \ ^h `��,,`� , /,� ter•,,• / /I '`��`�� �`' -� Gam'/ ----� ��. \`\�� DECEMBER 11, 2006 .Ile woo-00 / h /APO 0 R� / ` evw \ 7:�e. / / - �. � / T �. . GREVISIONS: WF-#50 \ (FRESHWATER) - _ � N WF-#47 \ , 1 \_- \ w �XC / y i o / '� ..`` Tp t i',��' / �� / \� \ NO. DATE DESC. \ I 1 -\ = _ . �� WA / �.k/ ( � a / 15 ADDITIONAL TESTING TER 5 78 � 110" / ;L5/ .// J /`, I' - f / • t REVISED SEPTIC LOCATION !� WF- 35 ' .�'-"- � -•�'- o��-' \ ` / — ` --�`,�:?,�-- — _.._. — �` �<`` � � � .''"�-- REVISED SEPTIC LOCATION 2 6/5/07 \ W - W WF #134 ♦ 42 -' a . co r t \, ca / �. /• ` . - /«� ``....�� - .. _ v- PREPARED FOR: y � _ , _ / f" Eli \ / / 1-0 / 4` / _ NATHAN RUDMAN 10, i4.`J' .,�'°' -\\ / 178 CAPTAIN SAMAD RAS ROAD a. Cn MASSACHUSETTS o WF-#43 _. !/ WF- 3 - -�. - \ ♦` �\ '/ /�Q f/ COASTf L BANK _ 02635 •'•-- (� ` \\ I -c, (STATE) N WF- 4 ''' !' WF-#143 �/ /p� Ld •• — — N 6B 'U'—• . BSC to - -__ � WF- 1 / �Q- WF- 31- / :. ., WF \ .� i, � 'EL. 5 4 � .•• , WF-39 _/ - TRp - -� \ -•.�,•, / ,.s ._wAiER=3.7 (5-' s-o7) , fs,�, �/3 384 Washington Street - - X I •`___� / / uMtii sv 1 \ `.~,--` """"/ _ ' ` ' ' A9=4.35 Norwell, Massachusetts #38 A\` I wF-40 / nOE FAC£ WA MW 6 `-. \.. f / ` ,�� OBSERVED-LIMIT OF.$VRF 9�W�11:R) ............... �j9�AlER=3.5 (5 02061 /� �s:; . LU eve / WF- 144 O6 -.__ EL=4.1 AT EXTREN+E HIG 781 659 7981 a �. `i - # WATER=4.1 \ o }.� �.'' / ,O�, $ - --._ WATER= 3.5 (5-16-0 1 t cv _#37 �. I 4) �h _ 6925, �- _I ,•?� © 2006 BSC Group, Inc. _ _ LE _• SCA 1 20 j 1 » o a 1 / / �•.._ -r 0 10 20 40 FEET WF-#129 ...- -49�- / V5WF—#145 FILE: BASEPLAN\6069—EXC-20—SCALE.DWG / -oT 2 MW 6A _ �; �s • ISSUED FOR PERMITTING r ` EL,=7.7 _- .....?�-....... ...... ,ems.. .,..... DWG. NO: 4509-07 SHEET 2 OF AREA =�6.9t ACRES WATER=4.4 (5-16 - 07) �'� S NOT FOR CONSTRUCTION JOB. No: 4-6069.00 Ile ¢ ► �; J"' 0 //� `\ e` p. ERNEST, R & JOHN E * �"` ,, f r • „,% ( .i !� / DA S MA�127 N/F N/F 174 DORICE I NARBONNE MICHAEL J do N MAP 227 LAUREL CRONIN � ' ' �j/ ` # - `� � ''" ,r 4 v _• PARCEL 173 MAP 227 ERNEST Ado CLAIRE C }+ �-. + tt PARCEL 172 DAIGNEAULT• TRS $ 83. MAP 227 PARCEL 171 , . a M • %� ��+{t'.�� �'� ''w I � ��-^� `. ��>a � `���' � � � " E \ KK CORPORATION x �o r • }! N r / MAP 227 PARCEL 170 r •r{i i �r_, ,`r�a , ;� .i,` ,,• �,,•yj * y y i s* Q r�--��, f 1 , p 4 t� { ;a " ► + M , r r i \ THOMAS & USA B • ' - s . \ �G o \ �� FRANCIS k 3 APPROX. MAP 227 PARCEL 169 , * • + Os`, r BORDERING t VEGETATED '# f� k� # --*. WETLANDS �3 ' • i•. � , b ,. � 'k.. f� ` ..,a ,.,,, ,�•� .. ,,.✓ ` - i i I \ Cry + .�� _ � W +•+ of y•, [M r` —•z 0 ,•. \ . '`1 —'— Ch AL AL •,� .r+, i�`, �.r•J�.««•i., •,,a. •_-'=:� .-• ,.. + • `.'`�°-�•+.'���. '�r+',p�. I .JAIL AIL / LOCUS ARNOLD C LANE WI » a MAP 207 - — 1 2000 N — PARCEL 093 FIRE DISTRICT: CENTERVILLE-OSTERVILLE-MARSTON MILLSI � OWNEWAPPLICANT: NATHAN T & KATHRYN M RUDMAN - ZONING: RC (RESIDENTIAL) ZONING OVERLAY DISTRICT: RESOURCE PROTECTION \ A 'P• OVERLAY DISTRICT (RPOD) ASSESSORS ID: MAP 207 PARCEL 91-2, AREA = 17.5± ACRES 8.8± ACRES UPLANDS, 8.7± ACRES WETLANDS 0�,4� \~``,__� SHA' `.,,T 7 20.86 .�'` ,� t�''r a LOCUS REFERENCE: LCC #32290D, DOC #792,248, N3 BORDERING .,il' LZ��Io , 2-11-2002, CTF 156588 WETLANDS ,� o \ VEGETATED '•I / / ` � .. ILO. 31,03 + F ZONING AREA REQUIRED: 87, 120 S.F. *(IN RPOD) MARIE G RoeBINs MAP 207 PARCEL 130 Z z FRONTAGE: 20' YARD SETBACKS: "-�' _3 ! ill FRONT= 20' N A-� SIDE = 10 N/F ' w Ak— FRANCIS D & MARY E N = REAR= 10' MAP 207 PARCEL 129 I N A 19 �� c-5 569*2S, - '`',_ MCSHEA O n r 3 �3• BORDERING A LLOT WIDTH: 100 l 6oss, f VEGETATED / DE I G N OF SEWAGE TOTAL AREA OF SUBDIVISION: 17.5± I "' ^. Z �L WETLANDS A-18 r�° 4- LEGEND: d DISPOSAL SYSTEM ' � I I _ - BRB BARNSTABLE ROAD BOUND n '�' C-701 0 I 40 WATERMAN FARM ROAD CB/DH CONCRETE BOUND W/DRILL HOLE N/F / — o�, 6�' WETLANDS FLAG JOHN T do GRACE R LOT CARNEY j MAP 207 PARCEL 128 �' / A-� 2 ' LOT 2 i IN AREA = .9± ACRES N 38• a'3a" E iry "' ' 9 2.4± ACRES 6UPLAND AREA CENTERVILLE f � 28.11' , N/F / N 82-085(r E 4.5± ACRES WETLAND AREA JOHN R BUSCONI 37.37' / MAS SAC H U S ETTS MAP 207 PARCEL 127 N 21.59'10" E .� 10 � � � , / ✓ / -,+ _.. - - - I� BARNSTABLE COUNTY) IP o W \ `V �O v FND v A-13� / C-t2 CB �; OVERALL SITE PLAN FND o, ' PROPOSED 20'.' EDWARD A & °® 2 . ACCESS/ �� ic-i3 �P A, MARYANN KILROY I EASEMEI�LTi . \ MAP 207 PARCEL 126 • - ' � _ o- .c-,+ DECEMBER 11 , 2006 p N N 82.30 2jE FFNN FI� ' °y V N 8�•5410 E / �L A-„� ,Vc�' / REVISIONS: / R=1o' P ' -'s N0. DATE DESC. ------,—BORDERING -3T4' � 1 5/21/0 ADDITIONAL TESTING / C 0=35.48�34" ` �i � � BORDERING '� W /- C-18 '� � w / WETLANDS o��' REVISED SEPTIC LOCATION A-� .Z A 2. 6/5/07 REVISED SEPTIC LOCATION R=10' C-17 BORDERING NOTES: ?tipq 1 ►►� h BRB I �A-8 Lffi6.18 " VEGETATED 1. WAYS "G", "E� & "M" ARE FWD \ A-7�- tiN 10 -3574 �c 19 PRIVATE WAYS. I PREPARED FOR: BR B 5 / / .o�* ; — NATHAN RUDMAN FND w. r A-6/ �y 9 178 CAPTAIN SAMADRAS ROAD / CO I 1.3 / N/F 1 i N3n4'53"W � j MICHAEL ac DEBRA - 20•� I TU T, MASSACHUSETTS i ` A- J 02635 / MAP 207 PARCEL 100 N 7'07 00 W � / C- N40'25 00 W f i� •,yy°o, ,yp A,�o/ /lc r� --'- NOTES: BSC hti 6• 1. THIS PLAN IS BASED ON LIMITED FIELD A-3 /� ,�C 24 � SURVEY FOR THE PURPOSE OF DIVIDING THE 384 Washington Street �• 1 , EXIST. ti C-25 ,/ SITE INTO 2 PARCELS. ADDITIONAL SURVEY WILL 6 9 W -, A-2 .,�y°• BLD' �� BE REQUIRED PRIOR TO SUBMISSION TO Norwell, Massachusetts �p� s57'2s'So"w ytiy �' LANDCOURT. 02061 oo, / 18.00 -t �--5 34 S N/F S�0 JOSF.PH P ' 2. THE PLANNING BOARD'S ENDORSEMENT IS 781 659 7981 � s'T�" ---- --- �• CORA GLIA07 TR �� c-za N 84'49 �• CB/BRKN < 1 '10'E — 76•54 FND N 7-14'17" W — 's'� � W / BASED ON FINDING THAT THE PROPOSED USE C 2007 BSC Group, Inc. FHD 18. / PARCEL 104� , OF LAND IS ONLY TWO (2) LOTS FOR p N/F 20'Y1MDE �� �� . 9��y° N 84.49mw W RESIDENTIAL USE AND THAT THE WAY IS SCALE: 1" = 60' N / AY G JOSEPH \ ��. ADEQUATE FOR THAT INTENDED USE. NO CORSIGUA• TR �� O'c-29 V 5 N FINDING IS MADE THAT THE WAY IS ADEQUATE M / BRB Po MAP RCEL 098 . ` ! DIANNE G '� FOR MORE THAN TWO (2) LOTS. 0 30 so 120 �r O CWD EPSTEIN o / FND �� G �/ N 67.07'00" �� FND MAP 226 \ P 32.75' ��Y �30 PARCEL 001 3.THE OWNER HAS REPRESENTED AND AGREED FILE: BOH\6069—OVERALL.DWG P � A DWG. NO: 4509-07 THAT THE WAY TO THEIR LOTS WILL BE ��P \ MAINTAINED TO ITS PRESENT STANDARD AT A SHEET 3 OF 5 C6 / MINIMUM AS A GRAVEL WAY. JOB. N0: 4-6069.00 NO.: l ti• \ GENERAL NOTES; WF-#66 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION WF-#IB-4 OF THE SEWAGE DISPOSAL FACILITY ONLY. r a' -� •i: � . ' SHALL CONFORM TO MASS. D.E.P TITLE 5 AND \ 2. ALL CONSTRUCTION METHODS AND • MATERIALS < `(• tir�a,,„ '�� i .. \ LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL y��{q�" \ 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED '• t - ram,,, ' y0 '' ��,r,. S 't '� , jy..'' t.� :•,A a�n - l`� WF-#IB-5 WITHIN 100 FT. OF THE PROPOSED LEACHING r7o"' usc C . , ✓ �� .... } � 150' OF ANY KNOWN LEACHING' ,� � FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN WF-#67 WF-#69 \ _ K LE CH G FACILITY. ,�, ,4 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL f t " ` _ of , ' �'• ~ri •c I� \ tWi► .� \ TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS / + *�_.;� r \ WF-#IB-5 MATERIAL >' • V FXIST \ IAL WITH CLEAN GRANULAR SAND,EFREE FROM XCAVATED M ORGANIC MATERIAL WF- 2 (r pEReN ' } `' AND DELETERIOUS SUBSTANCES. MIXTURES AND _ _w ���?'��%''-`' �; 'ct + �,.•'" +� /'" �•• ..,, e F-#70 N/qt S� �----------- LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE�o fq WF-#IB-6 tti°Fuss MATERIAL LARGER THAN TWO INCHES. A SIEVE ! ANALYSIS. USING A #4 SIEVE, SHALL BE LOCUS MAP ( i? DA=J. �;'� PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. / ( \ S H UP TO 45% BY WEIGHT OF THE FILL SAMPLE MAY / ( '^`•• \ �. WF-#72 BORDERING \ � CRI�PIN NTS / J '` '� VEGETATED WF-#IB-7 CML ' BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES WETLANDS \ No.321 ALSO SHALL BE PERFORMED ON THE FRACTION OF WF-#61 J, W (FRESHWATER) --_ __ 1 , .�, 4 FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL (N O J °`*. e\ .� \ t._t• . s: MEETS EACH OF THE FOLLOWING SPECIFICATIONS: J N "p�j J r �" \ WF-#73 \ 10OX MUST PASS #4 SIEVE LEGEND J V_ J ``� \ \ \ WF-#IB-8 . Q� (4.75 mm EFFECTIVE PARTICLE SIZE) N J \ \ `j 1OX 10OX MUST PASS #50 SIEVE EXISTING PROPOSED s l p / \ \ \\ �l • 6� (0.30 mm EFFECTIVE PARTICLE SIZE) ---• -- INDEX CONTOUR 10 SIEVE WF-#60 , ,e/ 1 ~ \ \ ` \ \� \ 0 (0. 5 mmST PASS EFFECTIVE PARTICLE SIZE) -- -13- - - INTERMEDIATE CONTOUR 13 r �'• \ \ WF-#IB-9 / } •� / / ""'� • \ l OX-5X MUST PASS #200 SIEVE �->WF-#61 WETLANDS FLAG/NUMBER f \ EDGE OF WETLANDS ! } / ' ~ ' ` , -. \ \, \ `� WF-#74 _ 7. EXISTING UTILITIES WHERE SHOWN IN THE / \ �' (0.075 mm EFFECTIVE PARTICLE SIZE) OBSERVED SURFACE WATER / I } ( / '� \ `� �� DRAWINGS ARE APPROXIMATE. THE CONTRACTOR EXTREME HIGH ON 9-11-06) 710E / J .} } I l f // _ ~ \ AND COORDINATISHALL BE NG RESPONSIBLE THE PROPOSED CONSTRUCTION ACTIVITY WITH DIG-SAFE AND THE APPLICABLE 35 ZONING BUFFER ! } 24}'`- . _ \ . \ wF�#74A UTILITY COMPANY AND MAINTAINING THE EXISTING FROM WETLANDS UTILITY YSTEM IN SERVICE DIG-SAFE SHALL E • 50 NO DISTURB BUFFER / I J ( p OSEp \ \ \ p / NOTIFIED PER THE STATE OF MASSACHUSETTS FROM WETLANDS WF-#513 ( I J J B' T.SARN k \ o~` \ r!/f} STATUTE CHAPTER 82, SECTION 409 AT TEL. - BR OF(STATE) AL J ' j f t ( J T.F.=, :50 - e /�=- �1�' / WF-#75 y 1-888-344-7233. THE ENGINEER DOES NOT ( J J r.l I J I F.F.E.=�16.00 --_ e e - \ e e GUARANTEE THEIR ACCURACY OR THAT ALL 50 STATE COASTAL R J J 06• ` :~ � 77 4�1 el{"'r- \ \ UTILITIES AND SUBSURFACE STRUCTURES ARE - ------ BANK BUFFER SHOWN. LOCATIONS AND ELEVATIONS OF COASTAL BANK (LOCAL) I I J w UNDERGROUND UTILITIES TAKEN FROM RECORD - - 100 YR. FLOOD ELEVATION 1 1 I 0 1 y I J eU \ST ! , = '� ~F \ \:' - 09 PIEZOMETER INSTALLED 1 I } } 75 l �R/ e / `` \,• \ \ \ - �\ qT3 v�/T PLANS. THE D INVERTS CONTRACTOR SHALL VERIFY SIZE. M1�k�'- �• LOCATION AND INVERTS OF UTILITIES AND ON 9-11-06 1g \ /� \ \ t'1 \ \ wF-#76 - dNF�' �Sc�RFq� CONSTRUCTION.Op STRUCTURES S REQUIRED PRIOR TO THE START OF \ \ \ \ LOT 1 0£ <9;��w'1R 8. THE ENGINEER SHALL BE NOTIFIED OF ANY FIELD TP 1 TEST PIT LOCATION ---�"} } } I G�% +�� W \ l \ ` CHANGES THAT MAY BE REQUIRED. WF- 58 ' RESERVE \� _ ` _ A.hA��i? 06 / \ �\ \ AREA = 11.7t ACRES 9. ALL SYSTEM COMPONENTS SHALL BE MARKED 1 WITH MAGNETIC MARKING TAPE R A COMPARABLE I STATE COASTAL BANK / I } } l AREA \ \\ '�` i _ ,=5.3 57Z1 F 7)\ \ \\ ` 6.3t ACRES UPLAND AREA \ \ MEANS. TOWN COASTAL BANK � t �� ,I � � � a ��•� _ ! �,. �off,. � � � \ `� 5.4t ACRES WETLAND AREA - 4.5 GROUNDWATER CONTOUR y F �� o ` } I A \\ ,•� 4.5 ( RICH 11-06 / J I (• } -. \ \\�� -�� ����,' \ \ \ \ \ EXTREME H TIDE) \ ! WA _ �' \ r -c \ \,� G 10 \ \ \ "�\ \ WF-�7K GROUNDWATER FLOW J % I RI - 5.5 / �` ` `�` _� N �c 2\ DIRECTION 9-11-06 / • j / // / V= 5 1. - \ i \ / o \�\ \ 9 2G' \J \� \ \> \ .` v FLOW DIRGROUNDWATER CTION 5 R1-16-07 WF-#5 / 1 Y HD E ( }, 17 \ \\ l `o 11`\ \ f t f �' / J \ 18 �� `- �\ �2 S GROUNDWATER FLOW PATH �� I ' • 1h l I \ / �� J •� � 19 \\` M- - THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE BIT. CONC. PAVEMENT t } 1 LP 11 18 \ \ Is I \I s I �, `-� �<- g5 / - ._ - �, GRINDER IS NOT RECOMMENDED DUE M WATER SERVICE W / " } RIM-15.6 \ / >\ ( � � l- '` _ RECOGNIZED ADVERSE IMPACTS TO THE ELECTRIC SERVICE / / 'yam A/ �' ` 6 LEACHING FACILITY. CATCH BASIN ■ EL.=7.4 / ` y�, W WAT� 6.23 LEACHING PIT • WATEj - 5 ' r _.T.. . ,,' \ � _ / /, �� \ -.� _ ...,v�... / ' a TEST PITS M' _ \\ L. - , _ _ \ ..� _ \ DESIGN OF SEWAGE WF 55 1ltER-5.66 �# Rp of 'S • • ATER-- 6.5 5-JZF 07�'" \ y -� �� ,- \ DISPOSAL SYSTEM -- _- - 1 \ $$ f M I SOFT FFeR f fir. / \\ / WF-#54 3? F v XJMIT OF S RETAINING e�RoRi 3s. o /jrREMOV/1L. S \ - (TYP.)~\° _I _ r� 89 40 WATERMAI� FARM ROAD I NON(, °j / NOTES 5 y �°`: a \ \� �. E r 6- } - / �F 1TR=a. �- i --\ e� \ U E� ` �� , �, \ />'\ / LOT 1 FT F -- 1 1 / ( •) \ 5 / /Y W TE WF-#53 I �R`Rp� �1�,� - - \ >\ /►��' /� G 1 ' €RING t • < j• .! j A 1 '/ �! gNos\ _ `�;�, 3 / , ` e IN �' STAKE d�s ! WAT-.- _.,,;z -1-07) ,� •� , � `•-�-\-_. '\ .5 '�- / 1 / n ,, �'_�` \- - - CENTERVILLE i 14.20 --1�- ✓ M Vy 1� ( - L 2�"' ~ PROPOSED\5\ �q�� - `' k / I'W} `� BEDROOM HOUSE \�� J .F .50 j-,. . ✓ \�,O/V\ \ T.F.-05.50 ` ��F� 7/ \ ~ MASSACHUSETTS !, \ I } _ I - -7J FI�SM Bvw BSM V FL= ' • \)� `�. / J / p J WF-#139 - �f \ / / - BARNSTABLE COUNTY) J J ' l _ / Y`+P-41 \'�\} ` -NO ;4_t 0 .5 (5-1-07) p� n �# / f \ _ �"'_ 41 `_- _--- �'r `/ ! Wt" _ik -5.5 IT \ K �� 1509 LL WF- 138 ! 5 j , \ �- �. �OP S ; C TANK J #49O f 1 4.000 COASTAL BANK r .- -- ,O/ / � \ ,f '�VF- 140 STATE _ y„�:�. �,•.,• t �=- i / \ ____WE, 48 J �.. (l / fl I / # ` WF-#137 (STATE) ) D -` �\ ` e ` • \/ / / _ TAINING�' p� i-_... ,�,� '~•- ��.�� . ., �. ___'� +` .� e /, W)N (TYP. oo IT/ ��`� \ DECEMBER 11 , 2006 \ \ } C FRESHWATER) Ak AW BVW REVISIONS: -#47 \ , ll 1 '` -- 4, 5� \ �j S : i ,-;� / s f r \ \ N0. DATE DESC. V1'ATER 5.7$ Z\ �5 \ \ T� I R G�1 \- TOP STAKE \ '\ i 1. 5/21/07 ADDITIONAL TESTING \ J .. . WA,tR� 3.6 (5- 6-07 �`L �``. ��A I \.e/` d �., / a ELEV. 13.04 \ = \ REVISED SEPTIC LOCATION WF�#136 / E/ �� e IMI OF .50' FER`FROM / } 2. 6/5/07 REVISED SEPTIC LOCATION ,�t� ING VEGETAT \ \ \\ J J I WF-#13 �p } {'_ \• .� • WETV TLANDS 4/ \\\ c� I #134 ! y�' } \ / �, IT-OF EXCAVATION/ ! / // ;.� •j---'-•�-'} WF-#46 p , \ \ / / / / / Io, \ (SEE NOTES 5 dr 6) J , ! LIMIT 35' ZO N BUFFERFROM_ WF-#141 �VIEGETg7Ep ! PREPARED FOR: OR RI VIE i NE LAND ~' - / NATHAN RUDMAN /'/WF-#133(4�'\ �__ / 2� _- a / / \ \ •\ -� �- _ i 178 CAPTAIN SAMADRAS ROAD WF-#45 $ � JG \ -`` / � ,+� ' -- I - �. . �, COTUIT, MASSACHUSEITS _ / / _ COAST BANK 02635 \ O Af / WF-# 4 \ F- 143 f / 2 / / 25 e ;9BSC WF 39 �, / # 1 / % q WF- 1 S1 •. \ 1 �--- _ f / . r ( � EL._4�3 4 Washington ! F ° U # �, � � f ,, .. ,- �, � �, �, 1�tA R=4.�, . 38 Street 1 'f ` • /% wA ?° �, Norwell, Massachusetts WF-40 / / A ACf ' '� a OBSER OMIT OF• SURFA( y ATEP 3.5 ( -1 WF #38 I / / t9 >>N'q M ' 6 `` I \I� `` J / ` I w .� r, . AT p(T12EME HIGH TIDL (9-11-05 02061 \ �_ EL.=4; �\\ice _ 1 J i ~ %� 7816597981 fi WF #k44 j WAR-4.1 / y / /f a . S6901. NITER' 3.5 (/ -O l)•• J / CL I 2. � WF-#37 / \ / �.3 ?$43� / • . \. •. 1.. � � ..� . -- � M1 1 • . � ,/ .sr ,, /, f Q 2007 BSC Group, Inc. / - _ / N i ,!' \ i 6p SS/ , - % ;/ /� /' f SCALE: 1" = 20' CD / i r 1 / f • 0 10 20 40 �r r I } WF-#145 ,X / �( L_., 0'f /' ,� W 6A , f / FILE:BOH\6069-SEP-L1-Rev 5-15-07 i r I , / / /� EL-77 �� --"-=� ;'f ISSUED FOR PERMITTING 1 I LOT 2 J , / 4r`` % / DWG. NO: 4509-07 / A EAi 6.9ACRI=S / / WATER` SHEET 4 OF 5 N l / NOT FOR CONSTRUCTION JOB. No: 4-6069.00 CL A J \ 18" DIA C.I. GENERAL NOTES:NOTES: RAISE M.H W/ MANHOLE COVE 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION INSPECTION FRAME OF THE SEWAGE DISPOSAL FACILITY ONLY. SOIL TEST PIT DATA (5-��07,: REINFORCED"CONCRETE.BE STEEL SEWER BRICK BROUGHT TO FINISH GRADE NEANAH APPROVED EQUAL OR 2. ALL CONSTRUCTION METHODS AND MATERIALS APPROVED EQUAL SHALL CONFORM TO MASS. D.E.P TITLE 5 AND 2. SEPTIC TANK TO WITHSTAND H-10 REMOVABLE 2" WALLS ALL TEES SHALL BE LOCAL BOARD OF HEALTH REGULATIONS. TEST PIT #_ TEST PIT #2 TEST PIT LOADING UNLESS UNDER PAVEMENT, DRIVES COVER THREADED CAP 3. ALL PIPES LOCATED UNDER PAVEMENT OR UNDER M.H. OPENING GRD. EL 18.0 GRD. EL 18.5 GRD. EL 10.0 , OR TRAVELED WAYS, WHEREIN H-20 LOADING TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL - 0 DIA C.I. 80# SHALL APPLY. � 4" PROVIDE ADDITIONAL EST. HIGH GW. 8.0 EST. HIGH GW. 8.5 HIGH GW. 5.33 MANHOLE COVERS 4. THEE ARE NO KNOWN PRIVATE WELLS LOCATED 6' LOAM 3. ALL PIPE CONNECTIONS AND CONCRETE A ' A AND SEED BROUGHT TO FINISH GRADE CONSTRUCTION SHALL BE WATERTIGHT. T PEASTONE AS REQUIRED LOAMY,SAND A LOAMY SAND FlNI RA 3' 4. FILL ALL UNUSED KNOCKOUTS WITH WITHIN 100 FT. OF THE PROPOSED LEACHING LOAMY SAND 20" FINISHED GRADE FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN. 150' OF ANY KNOWN LEACHING FACILITY. 10" 10YR 4/2 10YR 4/2 10" 10YR 5/6 RAISE M.H 1 6, S.EINTLET AND OUTLET TEES SHALL BE SCH 6" 9-5" OUTLETS 8" 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL 12 B W/ SEWER ll _� 40 PVC. TEES SHALL BE LOCATED UNDER ° TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS B MEDIUM'SAND BRICK & ` �L MANHOLE COVER FOR EASE OF SERVICING. MATERIAL LOAMY SAND LOAMY SAND /6 MORTAR 6. RECOMMENDED MANUFACTURER-ROTONDO L_ 4" 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN 10YR 6/6 10YR.6 10YR 7/3 o OR APPROVED EQUAL BOTTOM ON LEVEL /�/ O GRANULAR SAND, FREE FROM ORGANIC MATERIAL I 7. SEPTIC TANK SHALL BE WARRANTED BY STABLE BASE 6" MIN. 3/4" i° AND DELETERIOUS SUBSTANCES. MIXTURES AND 30 32 3 MANUFACTURE. TO 1 1 12 LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT CROSS-SECTION CRUSHEED :_ ::,:.;, '=.:; .< -`` BE USED. THE FILL SHALL NOT CONTAIN ANY 36 _ INLET TEE I STONE BASE O MATERIAL LARGER THAN TWO INCHES. A SIEVE C 50 , I " ► ANALYSIS, USING A #4 SIEVE. SHALL BE C _ 56 4-0 MIN. ao'nET ON _ :r � � PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL amFT� MEDIUM SAND MEDIUM C - SAND LIQUID DEPTH z •t � (cr►s cai UP TO 45X BY WEIGHT OF THE FILL SAMPLE MAY 10YR 7/3 10YR 7/3 MEDIUM SAND ARSE I M . " O BE RETAINED ON THE #4 SIEVE. SIEVE ANALYSES 10S D .°� 3-0 ALSO SHALL BE PERFORMED ON THE FRACTION OF I 4� O U FILL SAMPLE PASSING THE #4 SIEVE. SUCH ,.. s. _ OR ANALYSES MUST DEMONSTRATE THAT THE MATERIAL 18" DIA. M.H. CAST Z MEETS EACH OF THE FOLLOWING SPECIFICATIONS: COMPACTED SUBGRADE ` 10'-6" INTO COVER 100% MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE SIZE) . ./�„�,„rJ+ 4" SCHD. 80 O z 1OX-10OX MUST PASS #50 SIEVE 120" EL=8.0 120' EL=8.5 _ 98" EL=1.83 BOTTOM ON LEVEL 10'-0' � 30" PVC LATERAL 0.30 mm EFFECTIVE PARTICLE SIZE T STABLE BASE DATE: DATE: DATE: 6' MIN. 3/4" TO 1-1/2" ° ° SCHD.480 PVC <F. 02OX MUST PASS #100 SIEVE ) 5/1/07 5/1/07 5/1/07 CRUSHED STONE PRECAST SEPTIC TANK . NOTES: O (0.15 mm EFFECTIVE PARTICLE SIZE) 1. DIST. BOX TO WITHSTAND H-20 LOADING. OX-5% MUST PASS #200 SIEVE TEST BY: TEST BY: TEST BY: CROSS-SECTION VIEW N PREC DIST. 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL (0.075 mm EFFECTIVE PARTICLE SIZE) BSC GROUP. INC. BSC GROUP. INC. BSC GROUP, INC. -- . WITNESSED BY WITNESSED BY: WITNESSED BY: •_ ` - . _ BOX 7. EXISTING UTILITIES WHERE SHOWN IN THE DNESSE DESMARACK WITNESSED DESMARACK DONASE DESMARACK _ 3. RECOMMENDED MANUFACTURE-RCTONDO OR APPROVED EQUAL ODRAWINGS ARE DONALDif I 4.WALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE SHALL BE RESPONSIBLE FOR.PROPERLrnLOCATING WATERTIGHT. AND COORDINATING THE PROPOSED CONSTRUCTION PERC. RATE: PEC. RATE: PEC. RATE: ' i° 5. RAISE MANHOLES TO FINISH GRADE WITH SEWER BRICK AND O ACTIVITY WITH DIG-SAFE AND THE APPLICABLE PLAN VIEW MORTAR. FULL OUTER MORTAR PARGE TO PROVIDE WATER TIGHT 2 MIN./INCH 2 MIN./INCH 2 MIN./INCH � UTILITY COMPANY AND MAINTAINING THE EXISTING _ ,� . ,a .s SEAL UTILITY COMPA IN AND MAN DIG-SAFE SHALL BE SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR 6. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. Fmmm�mmm ..-- NOTIFIED PER THE STATE OF MASSACHUSETTS MARK DIBB MARK DIBB ..MARK DIBBEll SUBGRADE STATUTE:CHAPTER 82,PLAN VIEW Q [� Y STATUTE CHAPTER THE ENGINEER DOES NOT SOIL CLASS: SOIL CLASS: SOIL CLASS: DISTRIBUTION BOX NOTE: GUARANTEE THEIR ACCURACY OR THAT ALL �- Q L.T.A.R. L.T.A.R. LT.A.R. 1 ,500 GALLON SEPTIC TANK. .7 OUTLET INSPECTION PORT D REFER G DING AT TRENCH" UTILITIES AND SUBSURFACE STRUCTURES ARE 0.74 G.P.D./SQ.Ff. _0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. DETAIL REGARDING MATERIAL AND SCALE: NONE -� DEPTH OF MATERIAL FOR THE UNDERGROUND UTILITIES TALKEN FROM RECORD SCALE: NONE SOIL ABSORPTION SYSTEM. SCALE: NONE PLANS. THE CONTRACTOR SHALL VERIFY SIZE. LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF DESIGN CRITERIA CONSTRUCTION. TEST PIT _ 4 TEST PIT #5 MANHOLES TO FINISHED i DATUM: 8. THE ENGINEER SHALL BE NOTIFIED OF ANY FIELD GRD. EL 9.0 GRD. EL 14.5 GRADE (SEE DETAILS) DESIGN FLOW CHANGES THAT MAY BE REQUIRED. HIGH GW. EST. HIGH GW. VERTICAL DATUM: N.G.V.D. 5.5 4.5 � BEDROOMS AT�QG.P.B./D �QG.P.D. 9. ALL SYSTEM COMPONENTS SHALL BE MARKED BENCH MARK USED: STAKE SET 60' NORTH OF FLAG #122 WITH MAGNETIC MARKING TAPE OR A COMPARABLE A ;. A INDICATES 6" LOAM AND SEED OBSERVATION PORT REQUIRED SEPTIC TANK: ELEVATION = 13.04 MEANS. LOAMY SAND LOAMY SAND . v_ ESTIMATED -4" PVC SCH 4050 X 200% AL SCH 10YR 3/2 10YR`5/6 - SEASONAL HIGH FINISH GRADE SEPTIC TANK PROVIDED: = 1,100 GAL. 4` PPEFS-0.00 A 12" MIN. - 36" MAX. COVER 12 12 GROUND WATER _TF B B INDICATES " G SIZE OF LEACHING FACILITY REQUIRED: VARIANCES: TOWN OF BARNSTABLE LOAMY SAND LIGHT SAND �_ OBSERVED 4 PVC DESIGN PERC, RATE <2 MIN INCH FINISH GRADE 1. DISTANCE FROM BORDERING VEGETATED WETLANDS RESOURCE AREA 1 OYR ' f^ I OYR 5/4 GROUND WATER SCH 40 1,500 GAL o 0 0 0 00 00 o w o 0 0 0 0 00 0 0 00 0 / SEPTIC C E F `b8`b88Y�88$Wi$8`b$8$`b8 88$8 LONG TERM APPL RATE 0.74 G P.D/S.F. TO SEPTIC S 100' REQUIRED, 95' PROVIDED (75' PROVIDED SYSTEM A B TANK p FOR RESERVE). El INDICATES 550 GPD + 0.74 GPD/SF = 744 S.F. (SEE ATTACHED LETTER) THIS SYSTEM IS NOT DESIGNED FOR THE 42 _ UNSUITABLE OUTLET • • { USE OF A GARBAGE GRINDER. A GARBAGE I 4' SCHD. 40 L.EVEL BOTTOM MATERIAL °. D-BOX H � SIZE pF LEACHING FACILITY PROVIDED: PVC (FROM SUB-GRADE GRINDER IS NOT RECOMMENDED DUE TO MEDIUM SAND MEDIUM SAND ESTIMATED o USE 2' 2' x 2' TRENCHES DISTRIBUTION BOX) 20.7 =; RECOGNIZED ADVERSE IMPACTS TO THE 1 OYR 7/4 10YR 7/3 SEASONAL HIGH <6 S.F./L.F.) A SOIL EVALUATOR LEACHING FACILITY. GROUND WATER EL 744 S.F. + 6 S.F./L.F, = 124 L.F. PROFILE CERTIFICATION 124 L.F. + 10 TRENCHES = 12.40 FT./TRENCH 3/4" TO 1-1/2" DOUBLE USE 10 12.50 FT. TRENCHES COMMON WASHED STONE (NO FINES) I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF DESIGN OF S EWAG E BORROWENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO EL=.83 " ELs4.1 FINISHED GRADE T2" MIN. OF 1/8" TO CONDUCT SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS 98 120 = INVERT ELEVATIONS OF SYSTEM: 2X MIN. SLOPE 1/2' WASHED STONE EXPERTTISE DEEXPERIENCE DESCRIBED IN 310 BY ME CONSISTANT WITH E REQUIRED CMR 5.17. 1AFURTHER DISPOSAL SYSTEM CERTIFY THAT THE R LTS OF MY SOIL EVALUATION, AS INDICATED DATE. 07 DATE:51/07 A- 4" INVERT AT BUILDING (HOUSE) 13.77 3 MAX `;"> „ ON THE ATTACHED S L EVALUATION FORM, ARE ACCURATE AND IN ` CONFOR WITH 10 CMR 15.100 THROUGH 15.107. 40 WATERMAN FARM ROAD TEST BY TEST BY: B- 4" INVERT �T SEPTIC TANK (IN) 13.38 1 D BSC GROUP, INC BSC GROUP. INC C- 4" INVERT "'T SEPTIC TANK (OUT) 13.13 6-�•� LOT l WITNESSED ONALDDESMARACK WITNESSED ON� LL DESMARACK D- 4p INVERTI`'Q� '-BOX 13.07 a N a MARK DIBB, P. DATE 2'-0" 4'-0" 2'-0" 4'-p" 2'-0" 4'-O" 2'-0" PERC. RATE: PEC. RATE: E- 4 INVE�,tT AT' �--SOX _ 12.90 IN 2 MIN./INCH 2 MIN.ANCH F- 4" INVERT AT BEGINNING SOIL EVALUATOR SOIL EVALUATOR OF LEACHING SYSTEM _ 12.10 SECTION A-A CENTER`IILLE MARK DIBB MARK DIBB G- 4" INVERT AT END SOIL CLASS: SOIL CLASS: OF LEACHING SYSTEM _ 12.00 MASSACHUSETTS H- ELEVATION ��.; BOTTOM (BARNSTABLE COUNTY) L.T.A.R. L.T.A.R. 10.00 0.74 G•P.D./SQ.FT. 0.74 G.P.D./SQ.FT. OF LEACHING SYSTEM I- ESTIMATED" GROUNDWATER SYSTEM PROFILE ELEVATION 5.0 LEACHING TRENCH DETAILS SCALE: NONE SCALE: NONE SOIL TEST PIT DATA 8-3-05): DECEMBER 11, 2006 TEST PIT # TEST PIT CL REVISIONS: GRD. EL. 14.1 GRD. EL 13.9 LAUN BATH BEDROOM NO. DATE DESC. EST. HIGH GW. 4.1 EST. HIGH GW. 3.9 1. 5/21/07 ADDITIONAL TESTING „A A MEDIA ROOM/PLAYROOM " CL LOAMY SAND LOAMY SAND MASTER REVISED SEPTIC LOCATION 10YR '5/6 10YR 5/6 BEDROOM CL CL BEDROOM BEDROOM 2. 6/5/07 REVISED SEPTIC LOCATION 10" B 10" B ESTIMATED MEDIUM SAND MEDIUM SAND. SEASONAL HIGH DECK 10YR 6/6 10YR 6/6 GROUND WATER BATH BATH 30 �» 30 < 2MP1 PREPARED FOR: PER HEALTH AGENT SECOND FLOOR WITHIN RUDMAN C C 60" INDICATES 178 CAPTAIN SAMADRAS ROAD MEDIUM COARSE MEDIUM COARSE MA�IAL COTUIT MASSACHUSETTS SAND SAND 1OYR 7/4 1OYR 7/4 02635 COUNTRY � BATH KITCHEN GREAT ROOM UP " EL=4.1 EL=3.9 ;9BSC 120 _ 120 -_ ._..__-_-..... DATE: DATE: GARAGE GALLEY / HALLWAY ° r- 384 Washington Street 8/3/05 8/3/05 DINING , y►�`��NOF�s�`yp Norwell, Massachusetts TEST BY: TEST BY: 04TRY LIVING 02061 BSC GROUP. INC. BSC GROUP. INC. -- ROOM OAVID J. CRISPIN �+ -< DONA�DESMARAgc DONAL.D�DESMARAgc FRONT DECK � Na s� r� 781 659 7981 a PEC. RATE: PERC. RATE: © 2007 BSC Group, Inc. 2 2 LEI SCALE: VARIES MIN./INCH MIN./INCH N SOIL EVALUATOR SOIL EVALUATOR o MARK DIBB MARK DIBB FIRST FLOOR N SOIL CLASS: SOIL CLASS- L.T.A.R. - 0 1 LT.A.R. L.T.A.R. ISSUED FOR P RM ITTI N G FILE: BOH\6069-SEP-LI-REV-5-17-07 0.74 G.P.D./SQ.FT. .Q.74 G.P.D./SQ.FT. SCHEMATIC FLOOR PLANS, DWG. N0: 4509-07 a SCALE: NONE NOT FOR CONSTRUCTION JOB. NO: 4-6069.00 SHEET 5 OF 5 w