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HomeMy WebLinkAbout0000 WATER HOLE LANE - Health 0 Water Hole Lane West Barnstable A= 130 - 009 f THE DATE: /v/ U rr FEE: +yl LBARHSr 81Z-.'�: MASS sb;q REC. BY ..._. . Town of Barnstable ................:::::::x:::::::r:::::x:r::x.......... >::>.: SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 0 Water Hole. Lane, West Barnstable, MA Assessor's Map and Parcel Number: 13 0/0 0 8 Size of Lot: 149 ,675} s. f. Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: David M. Ross Phone 508-362-8568 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Cape Cod Cranberry R.T Name: Kieran Healy David M. Ross, Trustee BSC Group, Inc. Address: 60 Widgeon Way Address: 349 Main Street, Unit D West Barnstable, MA West Yarmouth, MA 02673 Phone: 508-362-8568 Phone: 508-778-8919 VARIANCE FROM REGULATION(List Res) REASON FOR VARIANCE(May attach if more space needed) Chapter 360, Article 1 To allow leaching system to be 7_5 ' Section 360-1 off the edge of wetland. 100 ' required To allow the reserve area to be 75 ' from edge of wetland. 100 ' required more. . . NATURE OF WORK House Addition D ????? House Renovation D Repair of Failed Septic System 0 Construction of new three-bedroom dwelling 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 engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating 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 and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C VARIANCE FROM REGULATION REASON FOR VARIANCE Continued from Page 1 To allow the septic tank to be 92' from edge of wetland. 100'required. f Town of Barnstable �OFZME Tpwl NP Board of Health BaxNszasLE. # 200 Main Street - Hyannis MA 02601 9 Mass. 039. �rfD MA'S A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), fzoSS ' regarding the property at _ !!±Q/410 - L7 5 94 r-AJz-1k1,- ►✓►A the petitioner(s)and the Board of Health agree that the Board of Health has until I-cb L/,_-Z Q1 (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. ,J Petitioner(s): Board of Health: _;r.C Signature: Signature: etitioner( or Petitioner's/Representative Chairman Print:�//l/�/��� �. �Y �fj' Print: Wayne Miller, M.D. Date:/ Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 i Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc tKE ro�� Town of Barnstable B+IRNSTABLE, i639_59. Board of Health ,��` rF0 MA'S A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S April 26, 2007 Mr. Kieran Healy BSiC Group, Inc. 3491 Main Street, Unit D West Yarmouth, MA 02673 RE: 0 Water Hole Lane, West Barnstable A = 138 - 008 Dear Mr. Healy, You are granted variances, on behalf of your client, David Ross, Trustee, to construct an onsite sewage disposal system at 0 Water Hole Lane, West Barnstable. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system 75 feet.away from the edge of a wetland in lieu of the 100 feet minimum setback required. Section 360-1, Town of Barnstable Code: To designate a reserve area 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. This permission is granted with the following conditions: (1) The applicant shall submit a revised plan showing the location of the certified vernal pool. (Note: rectified - revised plans were received and dated February 21, 2007 showing the certified vernal pool.) (2) No more than three (3) 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 three (3) bedrooms. maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. QAWPFlLES\HealyRoss2007.doc rr (4) The septic system shall be installed in strict accordance with the engineered revised plans dated February 21, 2007. (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 dated February 21, 2007. (6) The footprint of the dwelling can not be changed from the engineer plans dated February 21, 2007. These variances are granted because the engineering plans meet all of the provisions of the State Environmental Code, Title 5. It is the opinion of the Board that the granting of these particular variances should not adversely affect the quality of the wetlan environment. Sin,c el yours, Wa ne Miller, M.D. Chairma QAWPF11LES\Hea1yRoss2007.doc I ,� Page 2 of 4, V. Variance Request (Cont.): GRANTED A. Arne Ojala, P.E., P.L.S., Down Cape Engineering representing Fred WITH Tonsberg, 2 Short Beach Road, Centerville, 12,630 square feet lot, CONDITIONS existing 2-bedroom proposed to be razed and rebuilt as 2-bedroom, numerous variances requested. The Board voted to approve the plan with the following conditions: (1) a two-bedroom deed i restriction be recorded at the Registry of Deeds, and (2) a monitoring plan which will monitor monthly for the first six months, then monitor quarterly thereafter, and review after two years for any adjustments in the monitoring plan. GRANTED B. Arne Ojala, P.E., P.L.S., Down Cape Engineering representing Trisko WITH Family Trust, 270 Sandy Neck, Barnstable, 10,890 square feet parcel, CONDITIONS variance to replace cesspool type structure with a leaching pit, composting toilets proposed. The Board voted to approve the plan with the following conditions: (1) a three-bedroom Deed Restriction will be recorded at the Registry of Deeds, and (2)the back building (work space/boat storage) with a compost toilet will not be converted to habitable space. GRANTED C. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 WITH Water Hole Lane, W. Barnstable, 149,675 sq. ft. lot, Section 360-1, SAS CONDITIONS proposed to be located 65 feet setback to wetlands, well testing information received. The Board voted to approve the plan with the following conditions: (1)that the plan will be revised to note that it is a certified vernal pool, (2) a three-bedroom Deed Restriction be recorded at the Registry of Deeds, and (3)the footprint can not be changed. GRANTED D. Westen H. Bartlett, 45 Spruce Street, West Barnstable, 20,120 square WITH feet, - proposed repair of existing system, variances requested in regards CONDITIONS to setbacks to private wells. The Board voted to approve the plan with the following condition: a three-bedroom Deed Restriction is recorded at the Registry of Deeds. VI. Variance Request (Deferred from January BOH): GRANTED Matthew Eddy, P.E., Baxter Nye Engineering & Surveying representing WITH Shane Pacheco - 1799 Service Road, West Barnstable, 3 acre lot, new CONDITIONS construction, proposed two dwellings and a barn, variance requested in regards to separation distance between proposed private well and neighbor's SAS. The Board voted to approve the variance with the following conditions: (1)a five-bedroom Deed Restriction will be recorded at the Registry of Deeds, (2) it is a single-family dwelling unit including cottage as per the pllan revision date 2/14/07, unless it goes before the Zoning Board of Appeals process and is accepted. r Psc GPOUP" TRANSMITTAL To: Town of Barnstable Date: 3/2/07 Board of Health 200 Main Street Proj. No: 4-8655.00 Hyannis, MA 02601 Project: "0"Water Hole Lane W. Barnstable, MA We are sending you: ❑Attached ❑Under Separate Cover Via: 349 Main Street ❑ Overnight Delivery ❑ Taxi ❑ Regular Mail Unit D, Route 28 ❑ Messenger ❑ Direct from printer ® Other: Hand Deliver West Yarmouth, MA 02673 The following items: ❑ Change Order ❑ Drawings ❑ Prints ❑ Samples Tel: 508-778-8919 ❑ Copy of Letter ❑ Photocopies ❑Reports ❑ Specifications Fax: 508-778-8966 ❑ Digital Media ® Plans ❑ Other: No. of Copies Drawings No. Date or Revision Description 2 5518-03 2/21/C7 Revised Septic Design 1 - I This information is: ..._t ❑ For Your Information ❑Approved as submitted ❑ Resubmit _copies for approval r ❑Unchecked ❑Approved.as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ❑ Submit _copies for - r- Revised Plans❑ ❑ Returned..or corrections distribution ❑ Final Plans ❑ Sent for your review&comment Remarks: Attached please find two (2) copies of the revised Sewage Disposal Design and test pit:results"0"Water Hole Late as requested by the Board. cc: Signed: Note: If enclosures are From: Juir Robillard not as noted,please contact us immediately. U:\BSC\Transmittals\2007\Ross BOH Revised Plan lot 0 0207.doc 4 Town o'y Barnstable P# 115 Department of Regulatory Services MAMUABLA is Public Health Division Dare rEo a�� 200 Main Surat,Hyanoia MA 02601 . Date ScheduledAd _ 1 Time me �-- Fee Pd. Soil SPit ssessment or Performed By: f ewa -e Dis al Witnessed By: IACII[IOn Address GENERAL INFORMATION D in11}�''�!L O wner's Name W' GegantVfAsi- , W►rc4 ' ��� Rogcy Address .�Assessor' CsF_cse . �(sparcel: Engineer's Name SZr NEV4!CONSTRUCI70N t`s.Reic, REPAIR Telephone N v�q ulftt�: 02.3 Land Use V�}t�o�9i— a. .�� --7 710 S�q f Slopes Surface Stones Distances from: Open Water Body .62 1'1� . ft t'ossible Wei Area P-10r . . R. Drinking Water Well Drainage Way AV R 6400 R Property Line �0 R Other �o7� 61;VA T4S7-iloLa ©!VLY �rZasv,4[ . R . SKETCH �' .Pclrz B � .(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands In proximity to holes) Ki G oo IL Dr4(L: • . Parent material(geologic) �TL�4cx�9L QUTW j,} j Depth to Bedrock Depth to Groundwater. Standing Water in Hole _/Sc7.4 � ^ Weeping from Pit Face N,+ Estimated)Seasonal High Groundwater D t TERMINATION FOR SEA ANAL HIGH WATER TABLE Method Used: T Depth Observed standing in obs.hole: Depth to weeping from side of ob .hole " ''In,.. Depth to soli mottlas: Index Well MS OSZReadin Dale: A 2 In. Uroundwaler Adjustments fr,B � Index well level.,,y, „.Adj.factor•, ;1 Adj.aroundwoter Level PERCOLATION TEST:. )bate / a Time Observation = Hole N /� Time at 9,, Depth of Perc.lam f, 7 g ,_•_'•` Timc at V : Start Pre-soak Time® End Pre-soak 1616 l7 Rate MinJlnch Site Suitability Assessment: Site Passed x Site Pailid ' '^'�---- i Additional Testing Needed(YIN) Original: Public Health Division Observritgon Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted withlni•100' of wetland,you must first notify the ----------------- Barnstable Conservation Division at least o II ne(1) week prior to beginning. Q:SEPrl0PERCFORM.DOC :�. • R DEEP.OBSERVATION HOT>,E LOG '.. Hole# . Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell soli. n) g .(Structure.Stones;Boulders: e v y" l••`YR r 2��S C a�� • Dyl� b 6 ,i 56 S.00, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture t Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. nA en % r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other o Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Boulders. n i to cGravell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). (Munsell Mottling g (Structure,Stones;Boulders. ons e Flood Insurance Rate Map *. ' - Above 500 year flood boundary No* Yes, Within 500 year boundary No Yea ' Within 100 year flood boundary No Yea Depth of Naturally Occurring Pervious Material' ` Does at least four feat of naturally occurring perviou mtiterial exist in all areas observed throughout thts area proposed for the soil absorption system? ' If not,what is the depth of naturally occurring pervi6us material't Certification .. I certify that on .ty k (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 ex ertis anthe required trainin d experience described in 3 10 CMR 15.017.Signature Date 7 Q.%arrncwj3RCF0RM.D0C ti -I TV, --1-t-)2-tv, � i{ �� i .�R +1 � i i �. i �� `, i F+ I oC r_ 'a I .� _.. .. i' J a 4 � �, 4 c . � � x �- .:� ,-+ .. S� � fY i -} r P � � � r ' + . �_` ., L, ..:. `' DATE: 9/,-, O �j ' FEE: �y ` K :sAItP18TABi�;. 9 REC C. BY ib39 RA % �Fa Town of Barnstable SCFMD. DATE:</d l/(O Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 0 Water Hole. Lane, West Barnstable, MA Assessor's Map and Parcel Number: 13 0/0 0 8 Size of Lot: 149 , 675 t S. f. Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: David M. Ross Phone 5 0 8-3 6 2—8 5 6 8 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Cape Cod Cranberry R.T Name: Kieran Healy David M. Ross, Trustee BSC Group, Inc . Address: 60 Widgeon Way Address: 349 Main Street, Unit D West Barnstable, MA West Yarmouth, MA 02673 Phone: 508-362-8568 Phone: 508-778-8919 FA,y- -5D 9-�70 - P?6(p VARIANCE FROM REGULATION(List Res) REASON FOR VARIANCE(May attach if more space needed) Chapter 360 , Article 1 To allow leaching system to be 65 ' Section 360-1 off the edge of wetland. 100 ' required To allow the reserve area to be 65 ' from edge ofwetland. 100 ' required more. . . NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Sepptic System 0 Construction of new four—bedroom dwelling `4 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. 1 Four(4)copies of the completed variance request form f Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)'I Signed letter stating 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 and/or local sewage regulation variances only) �J _ Full menu submitted(for grease trap variance requests only) r, Cn - C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C el R.I. Ana.lyti.ca[ Page) of4 Specialists in Environmental Services weW eov�64-1 0ERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 5/20/06 Attn, Mr.Ron Saari Date Reported: 4/27/06 8 Jan Sebastian Drive P.O.#: Sandwich,MA 02563 Work Order#: 0604-06930 DESCRIPTION: DAVID ROSS(ONE DRINKING WATER SAMPLE) Subject sample(s)has/have been analyzed by our Warwick,R.I. labgratory with the attached results. Reference: All parameters were analyzed by US,EPA approved methodologies and all NELAC requirements were met: The specific methodologies are listed in the methods column of the Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical results. Certification#: RI-O33,MA-RIOI S.CT-PH-0508,ME-RI015 NH-253700 A&B,USDA S-41844,NY:11726 If you have any questions regarding this work,or if we may be of farther assistance,please contact us. Approved by.- Mike Hobin Data Reporting } enc: Chain of Custody =:4 41 Illinois Avenue,Warwick,Rl 028813 Tel:(401)737.8500 Fax:(401)738-1970: _ 31 Coolidge Street,Bldg 2,FI dson,MA 01749 Tel:(978)468-0041 Fax:(978)568-0078 f • Page 3 of a R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories;Inc. ` Date Received: 5/20/06 Approved by: Work Order#: 6604-06930 r Data Reporting µ Cl Sample#:. 001 SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATEITIME: 4/20/2006 @ 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED. ANALYST 2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 4/25/06 ST 4-C6lorotoluene <0.5 0.5 ug1! EPA 524.2 4/25/06 ST Dibromomethane <q.5 0.5 ugrt EPA 524.2 4/2SA6 ST 1,3-Dichlorobenzene <0.5 0.5 u9/1 EPA 524.2 4/25/06 ST 1,2-Dichlombenzene <0.5 0.5 u8/1 EPA 524.2 4/25106 trans-1,2-Dichloroethene <0.5 0.5 ST cis-1,2-Dichloroethene ug/I EPA 524.2 425/06 ST <0.5 0.5 ugfl EPA 524.2 425/06 methylene Chloride ST <0.5 0.5 ug/I EPA 524.2 425/06 I,1-Dichlorocthrn ST e <0.5 0.5 ug/I EPA 524.2 42S/06 1.1-Dichloro ne ST 1.2-Dichloro�pene <0.5 0.5 ug/1 EPA 524.2 QSM6 W�P® <0.5 0.5 5T 1.3-Dichloro upfl EPA 524 2 425M6 ST Pro{mp <0.5 0.5 ug/1 EPA 524.2 4/25/06 cis-1,3-Dichlaropropcnc <0.5 0.5 ST trap-1,3-Dichloropropene <0.5 ugfl EPA 524.2 4/25/06 ST 0.5 ug/ EPA 524.2 4/25/06 2,2-Dichloropropane <0.5.5 ST. 0.5 ug/l EPA 524.2 425/06 ST <0.5 0.5 ug/1 EPA 524.2 425/06 Styrene <0.5 0 ST 1.1.2-Trichloroethane '5 ug/! EPA S24.2 V25/06 ST <0.5 0.5 ug/1 EPA 524.2 4/25/06 1,1,1,2-Tarnehloroetlucne <0.5 0.5 ST 1,1,22-Tetrachtorce <0.5 thanc ug/l EPA 524.2 4/25/065/06 ST Tetrachlomwhenc <0 5 0.5 u� EPA 524.2 425/06 ST 1.2,1:Tdchloropmpane 0.5 ug/l EPA 524.2 IMS/06 ST Toluene <0.5 0.5 ug/l EPA 524.2 4 • <0 S /25/06 ST Xylenes 0.5 ug/l EPA 524.2 4/25/06 ST <0'5 0.5 ug/l EPA 524.2 4/25/06 1,2-Dlrromo-3-Chbropropane <0.5 0,5 ST Bromochloromethane ug/1 EPA 524.2 4/23106 ST <0.5 0.5 ug/I EPA 524.2 4/25/06 n-Butyltumzcpc <0.5 ST Dichlorodifluorom <0 ethane 0.5 ug/l EPA 524.2 425/06 ST .5 0.5 us/1 EPA 524.2 4125/06 Trichlorofluoromethane <0.5 0.5 ug/1 ST Isopropylbrnzrne E.PA 524.2 4/25/06 5T <0.5 0.5 ug/1 EPA$24.2 4/25.06 Hmcachlorobutadiare <0.5 ST p-Isopropyltoluene <0.5 0.5 us/1 EPA$24.2 4/25/06 3T Naplulmlene <0.5 0.5 ug/l EPA 524.2 425/06 ST n-Pmpylbenzene <0.5 0.5 ug/0.5 ug/l EPA 524.2 4/25/06 ST scc•Butylbar�te <0.3 4/25/06 tat-Butylbenme 0.5 ugfi EPA 524.2 ST 524.2 4/25/06 <0.5 0.5 ST 1,2,3 Trichlorobenzene ugJl<0.5 0.5 ug/1 EPA S24.2 4/25106 ST 1,2,4-Trichlorobenzene �00,5 0.5 EPA 524.2 4/25/06 ST 1,2.4-Trimeiltylbenm+e u�l EPA 524.2 4125/06 ST . 1,3,5-Trimetlrylbenzcno <0.5 0.5 ug/1 EPA 524. . <0.5 2 4/25/06 ST MMhylTatiaryButytEtEter(MTBE) < 0.5 ufA EPA 524.2 4/25/06 ST n-Hexane <10 1 ug/l EPA 524,2 4/25106 ST SURROGATES 10 ug/1 EPA 524.2 425/06 ST 4-Bromolluoroben7enc 102 RANGE EPA 524.2 425106 ST 80-120% EPA 524.2 425/06 ST Page 2 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Labor orories,Inc. Date Received: 5120/06 Approved by:7�/� Work Order#: -0604-06930 Data Reporting Sample#: 001 SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATWIME: 42012006 Q 9:20 SAMPLE DET... DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST PESTICIDES Aldrin <�.1 0.1 ugA SW-846 8081 426106 MET Alpha-BHC <0.1 0.1 Usti SW-846$081 4126M6 MFT Beta-BHC <0.1 0.1 ugA SW-846 8081 4/26/06 MFT Dclta-BHC <0.1 0.1 ugll. SW-846 8081 426106 MFT Gamma-BHC <0.1 0.1 u9/1 SW-846 8081 4t26/06 MFT . Chlordane <0.5 0.5 u8/1 SW-846 8081 4/26/06 MFr 44-DDD <0.1 0.1 ug/! SW-846 8081 4/26106 MFT 4.4'-DDE <0.1 0.1 URA SW-846 8081 426/06 MFr 4-4'-DDT <0.1 0.1 u9/1 SW-846$081 4/26/06 MFT Dieldrin <0,1 0.1 ug/l SW-846 8081 4/26106 MFr EndosultanI <0.1 0.1 ugh SW-846 8081 4/26106 MFr Endosultan U <0.1 0.1 q0 SW-846 8081 426106 MFT Endosulfan Sulfate <0.1 0.1 ug/l SW-846 8081 4/26106 MFT Endrin <0.1 0.1 ugA SW-846 8081 4/26/06 MFT Endrin Aldehyde <0.1 0.1 ugA SW-846 8081 4/26106 MFC Heptachlor <0.1 0.1 ug/1 SW-846 8081 426/06 MFT Heptachlor epoxide <0.1 0.1 Usti 5W-846 8081 426/06 MFT Methoxychlor <0.5 0.5 ugA SW-846 8081 426/06 MFT Toxaphene <5 5 ugA SW-846 8081 426/06 MFT SURROGATE RANG' SW-846 8081 426/06 MFr Tetrachlore-m-xylarte(PCMX) 60 30-150% SW-846 8081 426/06 MFr Decachlorobiphenyi 52.. 30-15D% SW-846 8081 4/26/06 MFr Volatile Organic Compounds Bromodichlommethane <0.5 0.5 ug/l EPA 524.2 4/25/06 ST Bromoforat <0.5 0.5 ug/l EPA 524.2 425/06 ST Dibromochloromohane <0.5 0.5 us/t EPA 524.2 4/25/06 ST Chloroform <0.5 0.5 ug/l. EPA 524.2 4/25/06 ST l,2-DibromoethandEDB) <0.5 0.5 ugll EPA5242 QV06 ST Bement <0.5 0.5 ug/l EPA$24.2 425/06 ST Carbon Tetrachloride <0.5 0.5 ug/l EPA 5242 4/25/06 ST 1,2-Dichloroethane <0.5 0.5 ug/l EPA 524.2 4/25/06 ST Trichloroethene <0.5 0.5 ugA EPA 524.2 42S/06 ST 1.4-Dichlorobenzme <0.5 0.5 425/06 Usti EPA 524.2 ST 1,1-Dichloroethane <0.5 0.5 ug/1 EPA 524.2 42906 ST 1,1,1 Tdchloiadhane <0.5 0.5 ug/l EPA 524.2 4.0/06 ST. Vinyl Chloridc <0.5 0.5 ugA EPA 524.2 42S/06 ST Bromobenzcne <0.5 0.5 ug/I EPA$24.2 425/06 ST Bromomethane <0.5 0.5 uVl EPA 524.2 4/25106 Sr Chlorobenzme <0.5 0.5 ugll EPA 524.2 4/25/06 ST Ch[oroethane <0.5 0.5 ug/l EPA 524.2 423/06 ST Chtoromethane <O.S 0-5 ug/1 EPA 524.2 425/06 ST Page 4 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories;Inc. Date Received: s/20/06 Approved by: Work Order#: 0604-06930 Data Reporting Sample#: 001 SAMPLE DESCRIPTION: DW-200671234B WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATEMME: 4/20/2006 Q 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS... METHOD ANALYZED ANALYST 1.2-Dichlorobenzened4 101 60-120% EPA 524.2 4/25106 ST ti t ENVIROTECH LABORATORIES, INC MA CERT NO.:M-.MA 063 8 Jan Sebastian Drive Unit 12 Sandwich,MA 02S63 (508)888-6460 1-8004-39-6460 FAX(508)888-6446 Client Name Wile&Son Well Drilling Location David Ross Address Annasnappitt Dr. 0 Water Hole Ln,W Barnstable Plympton MA 02367 Sample Date 5/20/06 Collected By L Wire&Son Wells Sample Time 9:2o Sample Type New Well Date Received 04i20/06 Lab Order Number DW-2006-1234 Well Specs f 75`.Deep 20 GPM z°' :�' 1. � s tL� -'"t5' L � �,'�.'� � -.�'' � u�.'•e .l � �' `�:"r�&.� ,� Ate- `&9.r3_ R"Y'�a r? x s r ri. u 1n t5 Ag r M s .fC ,. � .. � .� *,.,.•, ..� .«:;try 3 ,k� � ,. Q��y;� .z< �„.ayi v..�. .� Analysis Requested Units Recommended Lirn is A"nalysis Resuk . Method Date'An!teA Analyzed By Total Coliform /100 ml _ 0 0 9222 B 4/20/2006 RS PH pH units 6: 5 6.6... 4500 H-B 4/20/2006 LL Speck Conductance umhoslcm 500 173 12(}.1 4/20/2006 LL - Nitrite-N mg/L 1.00 <0.004 300.0 4/20i2006 LL Nitrate-N mg/L 10 3 LL .0 1.49 --- 00.0 4/20/2006 Sodium mg/L 20.0 _ 16.0 200.7 4/2412006 -.—MC — _ Total Iron mg/L 0.3 <0,1 200.7 4/24/2000 MC Manganese mg/L 005 <0008 7 4/25/2006 MC ,,..,., � ". n�,rs�;� .�+z:�tss _ •4�2 l�l,���:m � .rs��ss aa3 ^� •x.�i ur„�� -`I� �� N �"-" � ���� ��;� �'' Anal uRe uestetl ^ 1's q Units Reconsnende Lirnits Analysrs Result Dlelltod DateAnalyze .4rurlyzed By Volatile Organic Compounds* ^ ug/L See comment. ND' 524.2 4/25/20o6 _ RIA' Pesticides ug/L ND' 8081 4/26/2006 RIA Comments: - 5 Watermeets EPA standards and Is suitable for drinking for parameters tested. ` Date Roi J. Saari Laboratory Director BRL.=BelowReportableLimits 'See Attached Page 1 Of 1 as acfiusetts Department of Environmental Management - C Office of Water Resources 146415 TYPE OR PRINT ONLY Well Completion Report Fwtq' o�a —Q 1. WELL LOCATION GPS (OPTI:ONAL). LATITUDE ff LONGITUDE_° DATUM a: Address at Well Location: � #� � Property Owner/Client: l t,1 Subdivision Name: Mailing Address: Cfty/Town: 4-4-al City/Town: 1 4- Assessors Map t.` -a4 Assessors Lot#; NOTE;Assessors Map and Lot# mandatory if no a dad'ess.available Board of Health permit obtained: Yes Ek Not Required ❑ Permit Number ssue 2 WOI3lC�PttRFOR11AEE5'�§ 3�RG ©S �` s Rl f 1 F � .: R, ❑ New Well El Abandon El. Domestic ❑ Irrigation ❑ Cable Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Ha na Direct Push . ❑ Replace ❑ Other ❑_ .:Industrial ❑ Other ❑ Mudo ❑ Other. „%�llffllffiD� - Unconsolidated Consolidated �u � . . }.� Water.: Bearing a a m m m Other Rock Type From (ft) To (ft) Zones ci m Material De cription 400 Lj /30-00 LA � Z ra 7w1ArILLC©NSTRUGTION 8 ► IG � . _ W. k ,E- t=rom To ft Casin T and Material Size I;D:{m) Well Seat Type Total Depth Drilled (ft) O g yP ;Date Complete From`_(ft) �To (ft) Slot Size� � Screpe and Material Screen Diameter o3 FILTER PACIcI GouTB,�Notir^ - � � >QtIrtae u_ tnAtioly µFrom (ft) To (ft) Material Description' Purpose Developed? ❑"Yes E"o Fracture Y - Enhancement? ❑ Yes, CNo Method.: + ' Dsinfected?. es . ❑ No 12 WELTESTDTA}BALL SEGTiO�Ut1 / fVDA 0$1074, g 4 $TA��ITERUErff� E�L 'ja Yieldr urn Drawdovm to. Time to Recover Recovery ta: Depth Below Date Method (GPM} min). (F# BGS). _ (his&min) (Ft: BGS) Date Measured. Ground Surface (FT) •- - ERIVI(A1±1€ TpMPj�)� fr4f . � ~ �.. Pump Description I�orsepower Pumpritice t 3e tf� �= ft tVommat f'u Ca aci m 40 } jpl ERys (p� E 1r This well was drilled,altered;and/or abandoned under-my•supervision,according to applicable rules and regulations, and this report is complete and correct the best of my knowledge. Driller: w ' Supervising.Driller Signature: " _ Registration #: "6j R Firm: Date: Rig Permit#: ; NOTE. Well Completion Reports must be filed by the registered jelldriller within 30 days.of well completion. BOARD OI�tEALTFi COP Y xNE DATE: O �0 R FEE: &S`. B�1RN6TAHI:E, + y llt . c .F Town of Barnstable BY SCHED. DATE:< D� Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6364 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 0 Water Hole. Lane, West Barnstable MA Assessor's Map and Parcel Number: 13 0/0 0 8 Size of Lot: 149 , 675 t s. f. Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S.NAME:_ David M. Ross Phone 508-362-8568 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME . CONTACT PERSON Name: Cape Cod Cranberry R.T Name: Kieran Healy David M. Ross, Trustee BSC Group, Inc . Address:_ 60 Widgeon Way Address: 349 Main Street, Unit D West Barnstable, MA West Yarmouth, MA 02673 Phone: 508-362-8568 Phone: 508-778-8919 FAY- -5D�-���� VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) Chapter 360 , Article 1 To allow leaching system to be 65 ' Section 360-1 off the edge of wetland. jag required To allow the reserve area to be 65 ' from edge of wetland. 100 ' required NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 more. . . Construction of new four-bedroom dwelling 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 engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating 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 and/or local sewage regulation variances only) i Full menu submitted(for grease trap variance requests only) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C R.I. ft el Analytical.1. Page 1 oN s Specialists in Environmental Services � CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 5/20/06 Attn:, Mr.Ron Saari Date Reported: 4/27/06 8 Jan Sebastian Drive P.O.#: Sandwich,MA 02563 Work Order#: 0604-06930 DESCRIPTION: DAVID ROSS(ONE DRINKING WATER.SAMPLE) .Subject samples)has/have been analyzed by our Warwick,R.I. labPratory with the attached results. Reference: All parameters were analyzed by US,EPA approved methodologies and all NELAC requirements were met. The specific methodologies are listed in the methods column ofthe Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical results. Certification#: RI-033,MA-RI015, CT-PH-0508,ME-RI015 NH-25.3700 A&13,USDA S-41844,NY-11726 If you have any questions regarding this work,or if we may be of. ther assistance,please contact us. Approved by.- Mike Hobin a Data Reporting enc: Chain of Custody br.I 41 Illinois Avenue,Warwick,Ri 02888 Tel:(401)737-8300 Fax:(401)738-1970 4 131 Coolidge Street,Bldg 2,H dson,MA 01749 . = Tel:(978)568-0041 Fax:(978)568-0078 Page 3 of R-I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratbr* Inc. ` Date Received: 5120/06 Approved by: Work Order 4: 6604-06930 Data Repotting r µ Cl Sample#:. 001 SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,-W.BARNS SAMPLE TYPE: GRAB SAMPLE DATE/I•IME: 4/20/2006 @ 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD a�e ANALYZED. ANALYST 2-Chlarotolu <0.5 0.5 ug/1 EPA 524.2 4/25/06 ST 4-Chlomtolumc <0.5 0.5 ug/l EPA 524.2 4125/06 ST Dibrottameflutne <Q.5 0.5 ug/l EPA$24.2 4/25106 ST 1,3-Dichlambenzene <0.5 1,2-Dictrtotobenzcne 0'S ugA EPA 524,2 4/25/06ST <0.5 0.5 WA EPA 524.2 .425/06 ST hans-l.2-Dichlomethene <0.5 0.3 U0 EPA 524.I 42S/06 ST cis-1,2-Dichloroethene <0.5 ae EPA 5242 4=6 0.5 ug/I ST Methyle,te Chloride <0.5 0.5 ug/l EPA 524 4251061,1-Diddomahene ST 0,5 Q2SM6 ST 1,1-Dichlompmpene <0.5 0.5 ug/1 EPA 524.2 425/06 1,2-Dichlompmpanc <0:5 ST 1,3-Dichloro 0.5 ug/1 EPA 5242 40M6 ST �oRmc <0.5 0.5 ug/1 EPA 5242 425/06 ST cis-I,3-Dichloroprapcnc <0.5 0.5 tran-1,3-Diclrlompropene <0.5 U10 EPA 524.2 425� ST 2,2-Dichlorupropane 0.5 ug/1 EPA 524.2 4/25/06 ST. Ethylbenzene < 0.5 0.S ugA EPA 524.2 425/06 ST <0,5 0.5 Styrwe agA EPA 524.2 425/06 ST <0.5 0'S uo EPA S24.2 4125/06 1,1,2-Tricliloroethane <0.5 ST 1,1,1,2-Tarechlomd1tane 0.5 ug/1 EPA 524.2 425/06 ST <0.5 0.5 ug/l EPA 524.2 425/06 ST 1,1,2,2-Tetmchloroethanc <0.5 Tetmchlomwhene <0.5 0.5 ug/1 EPA 524.2 4/25/06 ST 1,2,31hehlompropane 0'S ug/1 EPA 524.2 425/06 ST < Toluene 0.5 0.5 ug/1 V EPA 524.2 425/06 ST <0.5 Xykn 0.5 ug/1 EPA 524.2 ,� 4/25/06 ST <0'5 0.5 ug/1 EPA 524.2 4/25/06 1,2-D'bramo-3•Cbbropropane 0.5ST Bromoahlorometbane 0'S ug/1 EPA524.2 4/25/06 ST <0.5 0.5 ug/1 EPA 524.2 4/25/06 n-Butylbrnzcnc <0 S ST Dichlorodilluoromethane 0.5 USA EPA 524.2 4/25/06 ST <0,5 0.5 ug11 EPA 5242 Trichlorofluormnethane <0 5 45/06 ST 0.5 ag/l E.PA 524.2 4a5/06 5T Isopropylbenzrnc <0.5 Hexachtorobutudiene 0'S ug/l EPA 524.2 425106 ST p-Impropyllnluene <0.5 0.5 ug/1 EPA 524.2 445106 ST Naplulmlene <0:5 0.S ug/1 EPA 524.2 425/06 ST n-PwN1bene O.S ug/1 zat <0.5 0.5 u EPA 5242 425/06 ST sec-Buty �lbauate 5 42 ST5/06 tert-Butylbenme 0.5 ug/1g/1 EPA 5242<0.5 0 EPA 524.2 425/O6 ST .5 ug/1 1,2,3 Trichlorobenxetre <0.5 0.5 ST I,2,4-Trichlorobenzene 0'S u� EPA 5242 EPA 524.2 425/06 ST <0.5 0.5 ug/l EPA 5242 1,Z.4-Tdmetl►ylbennore <0.5 V2906 ST 1,3,5-Ttimethylbenz=6 <0.5 0. g 05 ug/1 EPA 524.2 4/25/06/06 ST S ul 2 Methyl Tertiary Butyl Ether(MTBE) <I EPA 524. 4/25/06 ST n-Hexane I ug/1 EPA 524.2 425/06 ST ng/1 EPA 524.2 SURROGATES <10 10 425/06 ST 4-Bmmofluombenzenc 102 RANGE EPA 524.2 425106 ST 80-120% EPA 524.2 425/06 ST f Page 2 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS e Envirotech Labor tojries, Inc. Date Received: 5120/06 Approved by: Work Order#: -0604-06930 Data Reporting � 4 Sample#: 001 r d 616C&4, 6,(' SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4202006 aQ 9.20 SAMPLE DET,. DATE PARAMETER RESULTS .LIMIT UNITS METHOD ANALYZED ANALYST PESTICIDES Aldrin <�.1 0.1 ug/I SW-846 8081 4)26t06 MFT Alpha-BHC <0.1 0.1 ugfl SW-846 8081 4/26/06 MFr Beta-BHC <0.1 0.1 ugll SW-846 8081 4/26/06 MFT Dclta-BHC <0.1 0.1 ugA. SW-8469091 4/26106 MFT Gamma-BHC <0.1 0.1 ugll ® SW-846 8081 4/26/06 MFT Chlordanc <0.5 0.5 u911 SW-9468081 4/26/06 MFI• 44-DDD <0.1 0.1 ug/I SW-846 8081 4/26106 MFr 4-4-DDE <0.1 0.1 ug/1 SW-846 8081 4/26/06 MFT 4-V-DDT <0.1 0.1 u911 SW-846 8081 4/26/06 MFr Dieldrin <0.1 0.1 ug/I SW-846 8081 4/26/06 MFr Endosulfan 1 <0.1 0.1 ugn SW-846 8081 4126106 MFr Endosulran II <O.1 0.1 ug/I SW-846 8081 4/26/06 MFr Endosulfan Sulfate <0.1 0.1 ug/1 SW-846 8081 4/26/06 MFr Endrin <O.1 0.1 ug/l SW-846 8081 4/26M6 MFr Endrin Aldehyde <O.1 . 0.1 ugfl SW-346 8081 4/26/06 MFr Heptachlor <O.1 0.1 ug/I SW-9468091 4/16/06 MFr Heptachlor epoxide <0•I 0.1 ag/1 SW-846 8081 4/26/06 MF•r Methoxychlor <0.5 0.5 u94 SW-846 8081 4MM6 MFr Toxaphene <5 5 ug/I SW-846 808 t 4/26/06 MFT SURROGATE RANG& SW41468091 4t26/06 MFr Tetrachloro-m-xylene(TCMX) 60 3D-150'/, SW-846 8081 4/26/06 MFr Deenchlorobiphenyl 521. 30-150% SW-946 8081 4/26/06 MFT Volatrle OrEanic Compounds Bromodichlaromethane <0.5 0.5 ug/I EPA 524.2 4125/06 ST Bromoform <0.3 0.5 ug/I EPA 524.2 4/2S/06 ST Dibromochloromolume <0.5 0.5 ug/I EPA 524.2 4/25/06 Chlororonn ST <0.5 0.5 ug/( EPA 524.2 4/23/06 ST 42-Dibromoethanc(EDB) <0.5 0.5 ug/l EPA 524.2 4/25/06 ST Bement <0•5 0.5 ug/I EPA$24.2 4/25/06 ST Carbon Tetrachloride <0.5 0.5 ug/I EPA 5242 425/06 1,2-Dichioroothane <0.5 0.5 ug/l EPA 524.2 ST Triehloroethene <0.5 4/25/06 ST 1.4-Dichlorobenzene 0.S u� EPA 524.2 4/25/06 ST <0.5 0.5 ug/l EPA 5242 4/25/06 1,1-Dichloroethane <0.5 ST ug/I EPA 524.2 4/25106 ST 1,1,1 Vchknethane <O.S 0.5 ugfl EPA 524.2 4/25/06 ST. tzen Vinyl Chloride <0.5 0.5 ug/I EPA 324.2 4/25/06 Bromobete s l' <0.5 0.5 ug/1 EPA 5242 4RS1t16 ST Bromomethane <0.S 0.5 UTA EPA S24 2 4/25/06 ST Chlorohenzalc <0.5 0.5 ug/I EPA 524.2 4/25.106 ST Chloroethane <0.5 0.5 ug/1 EPA 524.2 4/23106 ST Chtoromethane <0.5 0.5 ugtl EPA$24.2 4/25/06 ST Page 4 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories;Inc. Date Received: 5120106 Approved by: Work Order#: 0604-06930 Data Reporting Sample#: 001 Ohl.25LC SAMPLE DESCRIPTION: DW 2006-1234D WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 420/2006 Q 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST 1.2-Dichlombenzene-& 101 60-120% EPA 524.2 4/25/06 ST 1 s " i ENVIROTECH LABORATORIES, VVC MA CERT NO M:MA 063. 8 Jan Sebastian Drive Unit 12 Sandwich,MA 62S63 (508)888-6460 1-800439-6460 FAX(508)888-6446. Client Name Wile&Son Well Drilling Location David Ross Address Annasnappitt Dr. 0 Water Mole Ln,W Barnstable Plympton MA 02367 Sample Date 5/20/06 Collected By L Wire&Son Wells Sample Time 9:20 Sample Type New Wen Date Received '04120/06 Lab Order Number DW-2oos-1234 Well Specs 4'75'Deep 20 GPM 4z �' F � v.3 mart s� 'zy:.,� � .•,�`"��. .:tea+ � � � �'; �'�� '`�'- �� L-tr .� ��,a 's.e•�'" �" ^��'°` i Analysis Requested Units Keeonrnrended Limits Analysis Result . Method jDate'An!tA Analyzed By Total Coliform /100 ml 0 0 9222 B 4120/2006 RS pH pH,units 6:5-8.5 6.6e. 4500-M-B 4/20/2006 LL Specifc Conductance umhostem Soo 173 120.1 4/20/2006 LL Nitrite•N mg/L 1.00 <0.004 300.0 4/2012006 LL Nitrate N mg/L 10.0 4:49 300.0 4/20/2006 - LL Sodium _ mg/L 20.0 16.0 200.7 4/24/2006 --MC Totat Iron m91L 0.3 200.7 4124/200$ MC Manganese mg/L 0.05 <Q.008 200.7 4/25/2006 MC �L' QcFDrlsee .,..^`v a(j i� u"•'P�l ''/J vF..4��x ., "",��.� r `zx''"*,.E.� =6-s.✓+ez .z:! � k "• <t`w.%'-�ts ,z;�'.t. �' �S '°hxb'.. �e�• � 'Y�. t Analysis Requested Units tended Limas Analysis Result Method jDate Analyze Analyzed By Volatne Organic Compounds` uglL See comment. IUD• 524.2 4/25/2006 RIP Pesticides ug/L ND* 8081 4/26/2006 RIA Comments: Wafer meets EPA standards and Is suitable for drinking for parameters tested. Date Rot J. Saari Laboratory Director :BRL.=Beloh'ReportableLimits Page 1 of 1 `See Attached a�chusetts.Departiuent of Environmental Management1464115 Office of Water Resources TYPE OR PRINT ONLY Well Completion Reportyytt �} —Q 1. WELL LOCATION GPS (OPTfONAQ,, LATITUDE _ LONGITUDE DATUM Address at Well Location: �+ s` _ Property Owner/Client: 4+ Subdivision Name: Mailing Address: ~` ` �` City/Town: A # z� CityrTown: b, . , Assessors Map�a` i-A4 X Assessors Lot# NOTE: Assessors Map and Lot# mandatory if no �.`'e ��ad'ress.available Board of Health permit obtained: Yes . Not Flegwred f� Permit Number. Ia sue �❑ New Well ❑ Abandon D. Domestic ❑�irngation ❑ Cable ., b Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hanger 4 Direct Push ❑ Replace ❑ Other ❑ 1ndustrial ❑ Other ❑ `Mudd Other '0� Water: Unconsolidated Consolidated S � £ sea �} ,,�W.»..r. :.� ., ,. Bearing w �. Other Rock and co From (ft) To (ft) Zones '� cn �.. o Material Description r l30 Ot. 4 ; ej VIM f 7WEL c©nos rRucT��onc > � A�s vO Total`Depth Drilled ` _ From (ft)_ To (ft) Casing Ty end Material Size LD: (in) Well Seat Typey ,Date Complete From (ft) To (ft) Slot Size Screpe and Material Screen Diameter . 1d FiLTR PACK,/GRC11!'ice/AB1fONIEMA3Fil �' - y ?�3E fF3IL1tEMI�CI[�[ From (ft) To (ft) Material De on Purpose Developed ❑ Yes Clo Fracture . Enhancement? ❑ Yes, L No Method. -i �A .~;, Disinfected? [�'�les ❑ No i12 WTI TyEST DA A,(AL SE,C )O IS IV I DA�}R f? 1?Rt?D1l CIO_ ELl YieldmePumped Drawdown to Time to Recover Recovery to Depth Below Date Method (GPM) trs min). (Ft..BGS) (hrs &min) (Ft. BGS) Date Measured. Ground Surface (FT) 4-11R 1< Er fPu�1? !� %� i l�s al o t ar if ` Pump Desenptifln � � � � Horsepovlrer dump lntalce I3eptt� � {ft} Npminat f'umfZfDapacity' ,fgPm) WEL�DAILLER'S;STAEME3 This welt M. was drilled,.altered,and/or abandoned under:my supervision, according to applicable rules and regulations, and this eport is complete and correct the best of my.knowledge. Driller1E. : ' Supervising Driller Signatr Registration #:6Frm: Date: s Rig Permit#: 4 NOTE. Well Completion:Reports must be filed by the registered ellldriller within 30 days.of well completion. BOARD OF-HEALTIH DOP`S( �- ' f f _ i BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: September 27, 2006 RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mr. David M. Ross OWNER: Cape Cod Cranberry Realty Trust PROJECT ADDRESS OR LOCATION: #0 Waterhole Lane PROJECT DESCRIPTION: The proposed project involves the construction of a new dwelling and associated sewage disposal system. Three (3)variances are being sought for the installation of the septic system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction. The variances are as follows: • Town of Barnstable health regulations Chapter 360,Article I, Section 360-1 (1): TO ALLOW THE LEACHING AREA TO BE 65' FROM WETLANDS. 100' REQUIRED. (2): TO ALLOW THE RESERVE AREA TO BE 65' FROM WETLANDS. 100'REQUIRED. (3): TO ALLOW THE SEPTIC TANK TO BE 87'FROM WETLANDS. 100' REQUIRED. ALL VARIANCES MEET THE COMMONWEALTH OF MASSACHUSETTS MINIMUM REQUIREMENT OF 50' FROM A WETLAND. APPLICANT'S"AGENT: BSC Group, Inc. 349 Main Street,Unit D West Yarmouth, MA 02673 Attn: Kieran J. Healy(508) 778-8919 PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: October 10, 2006 TIME: Meeting 3:00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. Yo Vealy Kieran J Project Manager OCT-04-2006cw 08.-46 AM•BSC GROUP YARMOUTH FAX NO. 5087788966 P. 01 OCT. 3.2006 1:08PM BARNSTABLE BOARD OF HEALTH NO 357----P.22-- Town of Barnstable Board of Health 200 Main street-HY=nu MA 62601 Agreement to Extend Time Limit for Acting Upon a Variance Request In the Mafter of a variance requoet form received on D �. IlRaN the Petitioner(e).• d regarding the property at @1uj&4CA -ALE the pathloner(a)and the Board of Health agree that the 99ard of Health has until� tao0�• (insert date)to act upon the Petitioners'completed applicaflon for a variance. In exacuting this Agreement,the Petltioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limb applicable prior to the anoution of this Agreement. i Pefitloner(s): Board of Health: signature: Signature: rn►(s)or onK�tbpree tetMe, GhdiRnsn � Print; c/� .� ��y Print; Wayne Millar,M.0, Date: Dale: Addm"of PniUonar(a)ar FM ORINes RMSeeohave Town of Barnstable w �� Board of Health /r-I Public Health Divislan 200 Main Street Hyannis, MA 02601 Phone: (608) 662-4844 Fax: (808) 790.6304 file W--e4and,doe 4 TOWN OF BARN STAB L E Health Division— 200 Main Street - Hyannis, MA 02601 .,/ 9 FAX Date: D * BARNSTABLE, " y MA g Number of pages including cover sheet: oR i6gq. �0 To From: SHARON CROCKER / Town of Barnstable Health Division (� Mail to: 200 Main Street Phone: D Hyannis,MA 02601 Fax phone: 4V 9— / '7f'— 4?9 616 Phone: 1-508-862-4644 CC: Fax phone: 1-508-790-6304 REMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please comment £ o i1 � R t7Z� , I 14 R.I. Analytical Page 1 of4 Specialists in Environmental Services (�0 CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 5/20/06 Attn: Mr.Ron Saari Date Reported: 4/27/06 8 Jan Sebastian Drive Y P.O.#: Sandwich,MA 02563 Work Order#: 0604-06930 DESCRIPTION: DAVID ROSS(ONE DRINKING WATER SAMPLE) Subject samples)has/have been analyzed by our Warwick,R.I.laboratory with the attached results. Reference: All parameters were analyzed by US,EPA approved methodologies and all NELAC requirements were met: The,specific.methodologies are listed in the methods column of the Certificate Of Analysis. Data qualifiers(if present)are explained in full at the end of a given sample's analytical . yt results. Certification#: 11I-033,MA-RI015,CT-PH-0508,ME-RIO15 NH-253700 A&B,USDA S-41844,NY-I 1726 If you have any questions regarding this work,or if we may be of arther assistance,please contact us. Approved by: f Mike Hobin , Data Reporting i �•, - enc: Chain of Custody V IN ACCO.9 C,7 41 Illinois Avenue,Warwick,RI 02888 131 Coolidge Street,Bldg 2,Hudson,MA 01749 Tel:(401}737,6500 fax:(401)738-1970 � Tel:(978)W-0041 Fax:(978)S6"078 I Page 3 of R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Laboratories,Inc. Date Received: 5/20/06 Approved by: Work Order#: 0604-06930 Data Reporting C7 Sample#: 001 �. O SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,-W.BARNS SAMPLE TYPE: GRAB SAMPLE DATE/TIME: 4/20/2006 Q 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED. ANALYST 2-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 4/25/06 ST 4-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 4aS/06 ST Dibrommethane <q.5 0.5 ug/I EPA 524.2 4/25/06 ST 1,3-Dichlombenzene <0.5 0.5 u9n EPA 524,2 4/M6 ST 1,2-Dichlombenzme <0.5 0.5 U84 EPA 524.2 425106 ST trans-l2-Dichlomethene <0.5 0.5 ug/I EPA 524.I 4/2S1Q6 ST cis-1,2-Diehloroethene <0.5 0.5 ug/1 EPA 524.2 425/06 ST Methylene Chloride <0.5 0.5 ug/l EPA 5242 4125/06 ST 1.1-Dichlomethene <0.5 0.5 ug/l EPA 5242 42SM6 ST I.1-Dichlompropene <0.5 0.5 ug/1 EPA 524.2 42SM6 ST 1,2-Dichloropropane <0:5 0.5 ug/l EPA 524.2 1,3-Dichlompropone <D.5 0.5 ug/l EPA 5242 4/25 425/06 ST ST cis-1,3-Dichloropropenc <0.5 ugh EPA 5242 4/25/06 0.5 ST 2,2-D eblo popane ene <0.5 0.5 ug/l EPA 524.2 4/25/06 2,2-Dichlompropane �.5 ST. Ethylbwame 0,5 ugn EPA 524.2 425/06 ST <0.5 0.5 ug/I EPA 524.2 4/25/06 ST Ste° <0.5 0.5 um EPA$24.2 425/06 ST 1,1,2-Trichloroet <0.5 0.5 ug/l EPA 524.2 4/25/06 ST 1,1,1,2-Tmchlomroetethane <0.5 0.5 ugR• EPA 524.2 4/25106 1,1,2,Z-Tdrachloroe0tanc <0.5 425/06 5T Tetmehlomcthenc 0.5 ug/l EPA 524.2 ST <0,5 0.5 ug/1 EPA 524.2 425/06 1,2,3-'fYichloro nne ST Toluene Prof <0.5 0.5 ug/l V EPA 524.2 4/25/06 ST <0.5 0.5 ug/l EPA 524.2 4/25/06 ST Xylem <0'3 0.5 ug/l EPA 524.2 4/25/06 ST ,2-D'bromo-3-Chlompropane <0.5-Buty .0.5 ug/1 E rhloromethane PA 524.2 4/25/06 ST nn <0.5 0.5 ug/l EPA 524.2 4/25106-Butylbarzettc <0 5 ST Dichlorodilluoromethane 0.5 ug/1 EPA 524.2 4/23/06 ST <0.5 0.5 ug/l EPA 524.2 4/25/06 ST Trichlarolluorornethane <0.5 0.5 ugll EPA 524.2 425/06 Isopropylbenzme <0.5 ST <0.3 Hezachlombutadiene 0.5 ug/l EPA 524.2 4123/06 ST p-Isopropyltoluene <0 5 0.5 °� EPA 524.2 4/25/06 ST Napluhalme <0.5 0.5 ug/l EPA 524,2 4/25/06 ST n-Propylbatzatc 0.5 uSA EPA 5242 425/06 ST <0'3 0.5 ug/l EPA 524.2 sce-Butylbatzene <0.5 4/2-5/06 ST tert-Butylbenzene 0.5 ug/I EPA 524.2 4/23/06 <0.5 ST 12.3 Trichlorobenzene 0.S ug/l EPA 524.2 425/06 ST 1,2,4-Trichl <0 5 0.5 ug/l EPA 52.4,2 4/25/06 orobenzene <0.5 O.S u ST1.2.4 Trimethylbenzene SA EPA 524.2 4125106 ST <0.5 0.5 ug/l EPA 524.2 425/06 1,3.5-Trimethylbenzrnc <0.5 0.5 u ST Mcthyl Tertiary Butyl Ether(MTBE) <1 EPA 524,2 4/25/06ST n-Hexane I u8J1 EPA<I0 10. 524,2 4/25/06 ST ug/1 EPA 5242 425/06 SURROGATES ST 4-Bromolluorobenzenc RANGE EPA 524.2 4/25/06 ST l02 80-120% EPA 524.2 425/06 ST 1 Page 2 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS Envirotech Labor�tories, Inc. Date Received: 5/20/06 Approved by:-/� Work Order#: 0604-06930 Data Reporting j r 4 Sample#: 001 SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,W.BARNS SAMPLE TYPE: GRAB SAMPLE DATEfrIME: 4/202006 Q 9.20 SAMPLE DET. DATE PARAMETER RESULTS .LIMIT UNITS METHOD ANALYZED ANALYST PESTICIDES S Aldrin <p.t 0.1 u0 SW-8468081 426/06 MET Alpha-BHC <0.1 0.1 ug/1 SW-846 8081 4126/06 MFr Beta-BHC <0.1 0.1 ug/I SW-846 8081 426106 MFr Delta-BHC <0.1 0.1 u9/1 SW-846 8081 4126/06 MFr Gamma-BBC <0.1 0.1 ug/I G SW-846 8081 426/06 MF)r Chlordanc <0.5 0.5 u9/1 SW-846 8081 426/06 Mf T 44-DDD <0.1 0.1 ug/l SW-846 8081 426/06 MFr 4-V-DDE <0.1 0.1 ug/1 SW-846 8081 426106 MFr 4-V-DDT <0.1 0.1 ug/I SW-846 8021 4/26106 MET Dieldrin <0.1 0.1 ug/l SW-846 8081 426M MFr EndosulfanI <0.1 0.1 ug/! SW-8468091 426106 MFr Eodosulfan Il <0.1 0.1 u9/1 SW-846 8081 426106 MFr Endosulfan Sulfate <0.1 0.1 ug/i SW-946 8081 426/06 MET Endrin <0.1 0.1 ugfl SW-846 8081 426/06 MET Endrin Aldehyde <0.1 0.1 ug/I SW-846 8081 4/26106 MFr Heptachlor <0.1 0.1 ug/I SW-8468081 426/D6 MFr Heptachlor epoxide <0.1 0.1 ug/I SW-846 8081 426/06 MFC Methoxychlor <0.5 0.5 ug/l SW-8468081 426/06 MFT Toxaphene <5 5 ug/I SW-846 8081 426/06 MFr SURROGATE RANG1P SW-846 8081 426/06 MFT Teltacbtoro-m-xylenc(TCMX) 60 30-150% SW-8468081 426/06 MFT Docachlorobiphenyl 52.. 30450% SW-946 8081 4/26/06 MFr Volatile Organic Compounds Bromodiehloromethane <0.5 0.5 ug/l EPA 524.2 425/06 ST Bromoforrrn <0.3 0.5 ug/I EPA 524.2 42S/06 ST Dibromochloromcthane <0.3 0.5 ug/l EPA 524.2 425106 ST Chloroform <0.5 0.5 ug/I EPA 524.2 42S/06 ST 1.2-Dibromoethane(EDB) <0.5 0.5 ugll EPA 524.2 425/06 ST Benzene <0.5 0.5 UO EPA$24.2 425/06 ST Carbon Tetrachloride <0.5 0.5 uga EPA 524.2 4125106 ST 1.2-Dichloroethane <0.5 0.5 ug/I EPA 524.2 425106 ST Triehla x4hene <0.5 0.5 ug/l EPA 524.2 42S/06 ST 1.4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 425/06 ST 1.1-Dichloroeflme <0.5 0.5 ug/I EPA 524.2 425106 ST I.l.l Uchlaroethane <0.5 0.5 ugA EPA 524.2 4/25/06 ST. Vinyl Chloride <0.5 0.5 ug/I EPA 324.2 425/06 ST zeo Bromobene <0.5 0.5 u9/1 EPA 524.2 425/06 ST Bromomethane <0.5 0.5 ugfl EPA 524.2 4/206 ST . Chlorobenzene <0.5 0.5 ugll EPA 524.2 425/06 ST Chtoroelhane <0•5 0.5 ug/I EPA 5242 425/06 ST Chloromethane <0.5 0.5 ug/l EPA 524.2 425/06 ST � I Page 4 of 4 R.I.Analytical Laboratories,Inc. CERTIFICATE OF ANALYSIS 1. Envirotech Laboratories,Inc. Date Received: 5/20/06 Approved by:.— Work Order#: 0604-06930 Data Reporting v ti Sample#: 001 ® &J -L-z SAMPLE DESCRIPTION: DW-2006-1234B WATER HOLE LANE,W.BARNS SAMPLE TYPE- GRAB SAMPLE DATEITIME: 420/2006 Q 9:20 SAMPLE DET. DATE PARAMETER RESULTS LIMIT UN]TS !METHOD ANALYZED ANALYST 1,2-Dichlorohenzew-& 101 80-120% EPA 524.2 4/25/06 ST 1 t; ENVIROTECH LABOk4 TORIES, ,UVC' MA CERT NO M-MA 063. 8-Jan Sebastian Drive Unit 12 Sandwich,MA 02363 (S08)888-6460 1-800-3$9-6460 FAX(508)888-6446 Client Name Wile&Son Well Drilling Location David Ross Address Annasnappitt Dr. 0 Water Hole Ln,W.Barnstable Plympton MA 02367 Sample Date 5/20/06 Collected By L Wife&Son Wells Sample Time 9:20 Sample Type New Well Date.Received 04/20/06 Lab Order Number DW-2006-1234 Well Specs 4"75`Deep 20 GPM x Analysis Requested Units Recommended Limits Analysis Result ,Method Date Analyze Analyzed By Total Coliform /100 ml 0 0 9222 B 4/20/2006 RS pH pFt units 6:5-8.5 6.68 4500-H-B 4/20/2006 LL Specific Conductance umhos/cm Soo 173 120.1 4/20/2006 LL Nitrite-t3 mg/L 1_DO <0.004 300.0 4/2012008 LL Nitrate-N mg/L 10.0 1.49 300.0 4/20/2006 LL Sodium _. mg/L 20.0_ 16.0 200.7 4/24rAW MC — — Totalfron mg/L 0.3 <0,1 200.7 4/241200 --I�MC Manganese mg/L 0.05 <0.008 200.7 4/25/2006 MC C to ffieeg"NIo Arta e s. Il%l e Analysis Requested Units lReconizuendedLirniis Analysis Result Dletliod ate Analyze Analyzed By _ Volatile Organic Compounds` ug/L See comment. ND' 524.2 4/25/2006 RIA' . „ Pesticides ug/L ND' 8061 4/26/2006 RIA Comments: V Water meets EPA standards and Is suitable for drinking for parameters tested. Date Rot J. Saari Laboratory Director BRL.=Below Reportable Limits Pagel of 1 `See Attached . / as achusetts Department of Environmental Management / t l✓ Office of Water Resources 146415 TYPE OR PRINT ONLY 111/// Well Completion Report P(flnI� kc200 —0 1. WELL LOCATION GPS (OPTIONAL) LATITUDE, j LONGITUDE ' DATUM Address at Well Location: jo 4,4�2 A146S A Property Owner/Client: N IV 5!5Z Subdivision Name: / Mailing Address: 1 trt rt• 1 City/Town: .City/Town. _;�� � _ t � r Assessors Map 1•' -06 R`Assessots Lot#: NOTE: Assessors Map and Lot# mandatory if no�street address available Board of Health permit obtained: -'Yes 19 Not Required ❑ Permit Number * 24-&rpatge,tssued±k , 2.WORK PERFORMED 3.:PROPOSED USE 4. DRILLING METHOD x ❑ New Well ❑ Abandon ❑ Domestic ❑ Irrigation ❑ Cable ;Auger ❑ Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammer 4,❑' Direct Push ❑ Replace ❑ Other ❑.Industrial ❑ Other .❑ Mud�Rota "_�) ,❑ Other 5. WELL LOG Water Unconsolidated Consolidated 6. SITE SKETCH (use permanent landmarks with distances) Bearing Other Rock aype From (ft) To (ft) Zones � mn Material Description M AO o i f 7. WELL CONSTRUCTION 8. CASING Total Depth Drilled .�- From (ft) To (ft) Casing Type`and Material Size-I.D. (in) Well Seal Type Date Complete 9. SCREEN From (ft) To (ft) Slot Size Screen Type and Material Screen Diameter 10: FILTER PACK/GROUT/ABANDONMENT MATERIAL 11. ADDITIONAL WELL INFORMATION i` �� Developed? ❑ Yes ❑-I'No From (ft) To (ft) Material Description`,., Purpose Fracture : e Enhancement? ❑ Yes CJ/No �.? Method Disinfected?- 'Yes ❑ No 12. WELL TEST DATA(ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) 13.STATIC WATER LEVEL(ALL WELLS) Yield _ Time Pumped Drawdown to Time to Recover Recovery to Depth Below ' Date Method (GPM) °` {his&min) (Ft. BGS) (hrs&min) (Ft. BGS) Date Measured Ground Surface (FT) 1011111 14. PERMANENT PUMP (IF AVAILABLE) 15.NAME/ADDRESS OF PUMP INSTALLATION COMPANY Pump Description . ` j` Horsepower, �� �. _ Pump Intake:Depth ° - ° ` (ft)' •_' Nominal Pump Capacity 46.COMMENTS '17.WELL DRILLER'S STATEMENT This well was drilled, altered, and/or abandoned under my supervision, according to applicable rules and regulations, and this report is complete and correct t the best of my knowledge. Driller: " Supervising Driller Signature: "�.� ,-*'Re istration #: 1 Firm: t Date: />1�� Rig Permit#: .fi_ 1 444 NOTE. Well Completion Reports must be filed by the registered ,ellkdriHer within 30 days of well completion. BOARD OF HEALTH COPY Fro•, efcalk Ole n a5..•..ga�.- ...• .0 { � ♦a.. / ..y y.:�y Y� fj�WMAW�""--r 1�tl�p��V1p���W.Mdf!�,+••t4 ���a.st.�...s� Sfy.A�'�4 Ma{v.�_ R.'lar W• .rA�r/�R�, :. �p • • � xxM � "'W,4xA,(n 1�- BSC GROUP - 5= .F�-`•5i..3" €�_ '.."ems -S"::5 'V ♦�:.. _ f' providing solutions that create value" Main � Y e�,, -'349 Yarmouth, MA'o 6 03 8104 1750 �a -: a�-0ooa5677aa o0s West 73 7001 0360 00 MAILED FROM ZIP CODE02673 t { Town of Barnstable 367 Main Street Hyannis, 6 Y MA 02. O1 jj Sg jjjj ]]t jj t 11j j ` CJ'st.¢..rC.?�'�t' .rr'�'�.3Z - _• li�IIfillI1111111111111t111.11111111I'{11l'i il-}fl}��1}}il1 1 1i�ll-: ,• . i 3 ytiiitS� t {{ '�i�i { .[i c � ,:R4 �tRRf, �R iii' t it 'i i •1 I, _.,� � ..g x•\ BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: October 4, 2006 i RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. I APPLICANT: Mr. David M. Ross OWNER: Cape Cod Cranberry Realty Trust PROJECT ADDRESS OR LOCATION: #0 Waterhole Lane PROJECT DESCRIPTION: The proposed project involves the construction of a new dwelling and associated sewage disposal system. Three (3)variances are being sought for the installation of the septic system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction. The variances are as follows: • Town of Barnstable health regulations Chapter 360,Article I, Section 360-1 (1): TO ALLOW THE LEACHING AREA TO BE 65' FROM WETLANDS. 100' REQUIRED. (2): TO ALLOW THE RESERVE AREA TO BE 65'FROM WETLANDS. 100' REQUIRED. (3): TO ALLOW THE SEPTIC TANK TO BE 87' FROM WETLANDS. 100' REQUIRED. ALL VARIANCES MEET THE COMMONWEALTH OF MASSACHUSETTS MINIMUM REQUIREMENT OF 50'FROM A WETLAND. APPLICANT'S AGENT: BSC Group, Inc. 349 Main Street,Unit D West Yarmouth, MA 02673 Attn: Kieran J. Healy(508) 778-8919 PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: November 14, 2006 TIME: Meeting 3:00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. The.meeting date has been changed from October 10, 2006 to November 14, 2006 Your y, :,.. ieran J. He y Project Manager t No. Fee —= -------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVeri Conf�tructionpermit A plication is hereby made for a permit t Construct Alter ( ), or Repair ( )an individual Well at: gyp--�-- �✓�7'�� i�rz� __ _ )b Location - &Idress, rs Flap and P cel O e ,?-_ --- wn Address � - -- ------------------ -------- ------- ---- - - Installer - Driller � Address Type of Building Dwelling --- -- -- ---- Other - Type of Building--=----_ _-----_ No. of Persons----------------____- Type of Well �r �V ( Ca acit Purpose of Well... Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until Certificate.of Compliance has been issued by the Board of /Health. Signe ,e e Application Approved By date Application Disapproved for the following reasons: date Permit No. t1i 0006 ____- --- Issued_ 4_ _----------- ----------_�-------- date ? tom. i BOARD OF HEALTH - TOWN OF BARNSTABLE -¢ G ``O > Certificate eUmpliance ; µ THIS IS T C RTI , That the Individual Well Constructed ( Altered ( ), or Repaired ( ) > by--_ — �1- -- - - — --— ——- - ------- --- Installer at- - W -�L'_��►1— - 3�_' ----------- —--- ----------------------------- has been installed in accordance with the provisions of the To of Barnstable Board of Health Private Well P,rot9ction Regulation as described in the application for Well Construction Permit No. Dated '--- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------— - - Inspector------ --- - - 4 fa 'Pt / i N.f 1.•.. i - NoN.200 = 4-; Fee = ----�--------- BOARD OF HEALTH TOW4N OF BARNSTABL .' A C cation or eYr o 5truction r it Application is hereby made for a permit �t Construct , Alter ( ), or Repair ( )an individual Well at: TI ovation — A` s i�_N sors ap and P cel . f,/`7,jftl. .4 Owner Address J �� 1 -- Installer — Driller / Address Type of Building �w- t Dwelling ------ - _--- --- - s. Other - Type of Building-----__—___________ No. of Persons-----------------------—_--_____—. I TYPe of Well r C _ __�_ Capacaty-- - - - --— ---rt-- ---- Puipose of Well-------- ,s Agreement:- -The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation u Certificate.of Compliance has been issued by the Board of Health. g�_,�Signedntil "`� =--------- ldate Application Approved_BY ----------------- ----,---7------------ date Application Disapproved for.the following reasons: i --- ---- — — -------- - --- ------- --- --- date— -- o Permit No. Issued— .• — ---- 0 aY / date ------- -------------------------------------------------------------------------------------------- i BOARD OF HEALTH ` TOWN OF BARNSTABLE Certificate ®f_Co: priance -' THIS IS TO CERTIFV That,th Individual.,W.ell, Cod nstructed y „ Altered_(._) or_Re aired ( P - r s Installer n M 1 30 Dd _ has been installed in accordance with the provisions of the To of Barnstable Board of Health Private Well Protection wa��-v��Regulation as described in the application for Well Construction Permit No. ------------=---------Dated------- ----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE spector - - p Irf" - - ,. - - -_- --- . - ---- - --- -�- ---= - rrr - --- ----- ------------------------------------- ----- BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Con5tructionpermit boo 6 No. --Vy ��' �5�--____ v k . Fee- Permission- here' y=-granted:-- ---------------------------------- " <Co:nstruct,,( , Alter ), orRepair ( ) an IndividualWell at:l�.I9 C/ W_ C^ro /�o _ D .. �. y _ -- - ; - - T- - �- -------------_- -------------------- Street as shown on the application for a Well Construction Permit Oo -o D �6106 �.., No. ---- - _ oard of Health t DATE — -- — _N 6 � �F 4F9 w Q Cz `) CD Y .ram.,• CJ J �oF ZHe roy, , Town of Barnstable Board of Health STABg 200 Main Street - Hyannis MA 02601 039. �0 ArED UAA'�A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 8 the Petitioner(s), 'D"1% M sS "ke regarding the property at LE La-� iA Ills446 the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Petitioner(s)or Petitioner's Representative Chairman Print: Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc r 3mp Page 3 of 5 restricting the number of bedrooms at this property to three (3), before the applicant obtains a disposal works construction permit. (c) The septic system shall be installed in substantial compliance with the revised plans dated March 1, 2005. (d)After installation, the designing engineer shall prepare an as-built plan showing the installation location of the thrust blocks. CONTINUED C. Kieran Healy representing David Ross,#0 Water Hole Lane, 3.4 acre UNTIL lot, proposed four bedroom dwelling to be constructed, variances requested 4/19/2005 from Section 360-1, proposed reductions in separation distance between MEETING septic components and wetland. -(a)"The applicant shall submit revised engineered plans showing the new proposed well location as discussed. (b) The Health Agent shall request the Conservation Administrator to.submit written confirmation of the wetland locations shown on the submitted plan. (c) The cranberry farm owner shall submit a written list of pesticides and herbicides used at the cranberry farm for the purpose of determining which chemical agents would be tested for-samples to be taken from within the proposed well location. APPROVAL D. Edward Pesce, P.E. representing Elizabeth McNamara- 60 Hayes PENDING Road, Centerville, 22,623 square feet lot, house renovations proposed, REVISED variances requested from Section 360-1, septic system components PLANS proposed to be located less than 100 feet away from wetland. (a) No more than three bedrooms are authorized at this property. (b)The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to three (3), before the applicant obtains a disposal works construction permit. (c) The engineered plans shall be revised to show a three bedroom design and to show a minimum vertical separation distance of five feet to groundwater. (d) The septic system shall be installed in substantial compliance with the revised plans. GRANTED E. Peter Sullivan, P.E. representing Mary Kariotis- 65 Pirates Cove, WITH Oyster Harbors, 86,749 square feet parcel, seven bedroom dwelling CONDITIONS proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. (a) The engineered plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed in substantial compliance with the revised plans. GRANTED F. Peter Sullivan, P.E. representing Mary Kariotis- 67 Pirates Cove, WITH Oyster Harbors, 72,394 square feet parcel, three bedroom guesthouse CONDITIONS proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. (a) The engineered plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed in substantial compliance with the revised plans. VI. Variance Request/ Grease Trap: GRANTED Angie Collins, 484 Main Street, Rear- Sub-Pizza Port, request to add an item to the menu, pizza, grease trap variance granted at previous meeting, grease recovery device (GRD) to be installed. Page 2 of 3 requested from Section 360-1, proposed SAS location would be 82 feet away from wetlands. Motion by Rask/Kaufman to approve plan dated March 1, 2005 and a 3-bedroom deed restriction. So Voted. C. Carmen Shay representing William Porter- 39 Woodvale Lane, Centerville, 17,400 square feet property, several variances requested from Section 360-1 including proposed SAS would be 75 feet away from wetlands. Motion by Rask/Kaufman to approve revised plan dated March 1, 2005, pending receipt of a sieve analysis and a 2-bedroom deed restriction. So Voted. D. John Churchill, P.E. representing Mary Madden-439 Sea View Avenue, Osterville, 1.07 acre property, six bedrooms existing, variances requested from Section 360-1, septic tank would be 90.9 feet away from wetlands, pump chamber would be 80.5 feet away from wetlands. Mike Pimental explained there is an existing 6-bedroom home with a 1,000 gallon septic tank and explained the variances requested. Motion by Rask/Kaufman to approve revised plan dated March 1, 2005 and a 6- bedroom deed restriction. So Voted. V. Variance Requests/ New Construction: A. David Sanicki representing Susanne Lavoie - 592 Popponesset Road, Cotuit, 36,950 square feet lot, proposed sunroom addition, variance requested to locate SAS five feet away from property line. John Slovinski represented the applicant by explaining a liner is proposed between the SAS and the foundation. The applicant wants to save the trees on the property and is requesting a variance from the foundation & the street line. Motion by Rask/Kaufman to approve pending an augering test hole with favorable results that is witnessed by a Health Agent and a 3-bedroom deed restriction. So Voted. B. Matthew Farrell representing Douglas Carroll- 303 Maple Street, West Barnstable, 43,608 square feet, existing home with proposed additions, variances requested from Section 397-2, proposed reduction in separation distances between septic components and several private wells. Farrell explained the number of bedrooms will remain the same and the cesspool will be upgrade to Title V. Motion by Rask/Kaufman to approve with a 3-bedroom deed restriction. So Voted. C. Kieran Healy representing David Ross, #0.Water Hole Lane, 3.4 acre lot, proposed four bedroom dwelling to be constructed, variances requested from Section 360-1, proposed reductions in separation distance between septic components and wetland. Healy explained the septic was moved 75 feet away from the wetlands. There are no areas of upland 100 feet from the wetlands and there are no certified vernal pools. Ross explained the bog has been actively used. Chemicals & pesticides are used in small quantities and only when necessary. The chemicals are bound up and degrade over time. Page 3 of 3 Board cannot act until Conservation has approved this project. Approval from Rob Gatewood of the wetland delineation, a list of the pesticides used and the well location should be revised for the next meeting. Continued to April 19, 2005. D. Edward Pesce, P.E. representing Elizabeth McNamara- 60 Hayes Road, Centerville, 22,623 square feet lot, house renovations proposed, variances requested from Section 360-1, septic system components proposed to be located less than 100 feet away from wetland. Pesce explained there are 2 existing cesspools that are to be upgraded to a 4- bedroom system. No interior changes are proposed in the house. Motion by Rask/Kaufman to approve pending a revised plan showing a 3- bedroom system and a 5' separation to the groundwater and SAS. So Voted. E. Peter Sullivan , P.E. representing Mary Kariotis- 65 Pirates Cove, Oyster Harbors, 86,749 square feet parcel, seven bedroom dwelling proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. Motion by Rask/Kaufman to approve pending a successful perc test. So Voted. F. Peter Sullivan , P.E. representing Mary Kariotis- 67 Pirates Cove, Oyster Harbors, 72,394 square feet parcel, three bedroom guesthouse proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. Motion by Rask/Kaufman to approve pending a successful perc test. So Voted. VI. Variance Request/Grease Trap: Brian Faunce 484 Main Street, Rear- Sub-Pizza Port, request to add an item to the menu, pizza, grease trap variance granted at previous meeting, grease recovery device (GRD) to be installed. Bo explained the dough is made in a large bowl that is wiped out. The sauce is canned and the pizza is cooked in the oven. Motion by Rask/Kaufman to approve. So Voted. VII. Swimming Pool Lifeguard Modification Request: Deborah Manning- Day's Inn, 867 lyannough Road, Hyannis. Motion by Kaufman/Rask to approve. So Voted. Vill. Hearings- Revisions to Board of Health Regulations: A. Section 376-7; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of Board of Health Regulations at$100.00. Motion by Rask/Kaufman to approve. So Voted. B. Section 353-6; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of Board of Health Regulations at $100.00. Motion by Rask/Kaufman to approve. So Voted. C. Section 353-10; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of,Board of Health Regulations at$100.00. Motion by Rask/Kaufman to approve. So Voted. j Page 4 of 3 IX. Old Business/ New Business: A. Draft Rental Ordinance- Is the Board in support of this proposal? The Board is in support; there are still many issues that need to be addressed. B. Windmill Square Septic Upgrades- Revised Plans Received from JC Engineering 1/13/05 C. Judith Greenwood- Deadline for removing horses has passed. Motion by Miller/Rask to proceed with the Town Attorney to remove the horses. So Voted. D. Staff Recommendation- To require installation of risers to bring SAS and D- box components to within 6 or 12 inches of grade. Board members agreed to the installation for D-boxes. E. Existing Policies Require Monthly Bacteriological Testing of Pool and Hot- tubs, recommend adoption of a regulation F. Existing Policies Require Daily Logs be kept for Use of Low-temperature Dishwashers at Commercial Food Service Establishments, recommend adoption of a regulation. Board is in support of a regulation. G. Manure Disposal at the Transfer Station, Flint Street, Marstons Mills. X. Correspondence Letter from Ron Jansson, Acting Chairman of the ZBA, regarding April 20th public Y hearing on Mill Pond Estates, Chapter 40B Application. A monitoring plan for the bioclear system and nitrogen loading information needs to be submitted at the next meeting to approve a shared system design. Rask will be present at the ZBA meeting. Motion by Kaufman/Rask to adjourn at 10:30 PM. Page 1 of 3 KME �TT�"� Town of Barnstable Y Z BARN31'ABLE. Y 039.. Board of Health prFD"APr s 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. BOARD OF HEALTH MINUTES Tuesday, March 1, 2005 at 7:00 PM Town Hall Second Floor Conference Room 367 Main Street, Hyannis, MA I. Executive Session II. Massage Applicant: A. Samantha Jane King, Marstons Mills- Proposes to practice massage at European Skin Care by Basia, 832 Main Street Osterville. Motion by Rask/Kaufman to approve pending receipt of the results of a recent TB test. So Voted. B. Cheryl Ann Lacey of Centerville. Motion by Rask/Kaufman to approve. So Voted. III. Hearing: Chris McDonald- Subway—489 Bearses Way, Hyannis, operation of a food service establishment without properly trained and certified staff onsite. No representative present. McKean explained the staff recommends the establishment be shut down until servsafes can be provided and a license obtained. Motion by Rask/Kaufman to shut down the facility. So Voted. IV. Variance Requests/ Repairs to Failed Septic Systems: A. John O'Dea representing Paul and Jacklyn Clayton- 87 Seventh Avenue, West Hyannisport, 0.31 acre property, variances requested from section 360-1 and from 310 CMR 15.211 including proposed SAS would be 86 feet away from wetlands. O'Dea explained the property contains a 3-bedroom house with a failed septic. Motion by Rask/Kaufman to approve with a 3-bedroom deed restriction and the waterline is to be sleeved. So Voted. B. Carmen Shay representing Daniel Salvatore — 110 Prince Avenue, Marstons Mills, 22,313 square feet property, proposed repair of a failed system, variance Town of Barnstable THE Tp� Board of Health MASS 9B"xr' AsiE� 200 Main Street - Hyannis MA 02601 1679' ArE p�.t A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 2 7 0� the Petitioner(s),�o woe regarding the property at cjo-t O(X ?/w , L/Ocs?- &;✓,Sdb( the petitioner(s)and the Board of Health agree that the Board of Health has until 7 (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement,the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of He It Signature: 4a Signature: Petitioner( or Petitioner's Representative, I v Chairman Print: � Print: Wayne Miller, M.D. Date: J Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc o Li A P" W� 02(- 6 s t�� � o � AC-AIL-7 tA Q ,d 6 b A 2 D p tF 14 &A L-Tea P � w i2 c' 12 i►1 u nr CD ppST VDT vwe•�i" p ea-�rnrG� POn- Li � P LL 13 VLA YK, ,�,oSs ( RJ 5��� IC�wf,S�'� � � w t j/C CMS t5.22d: Reparation ofPlans.and Specifications 4;,eR��ti 195'S� 0�`r The plans and specifications for every on-site system shall be prepared.as follows: (1) -Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian provided that such Sanitarian shall not design a system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner..may prepare plans for the repair of a system.designed to charge not more than than 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed bya Massachusetts Registered Sanitarian and approved by the approving authority; �(2) Every.plan submitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the upgrade or expansion of an existing system V which requires a variance to a propertyline setback distance;'must.also reference a plan which bears the stamp and signature of a Massachusetts. Licensed Land Surveyor in accordance with M:C.L. c: 112, § SID; 1. (4) Every plan for a iystem shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch = 20 feet or fewer for details of system components) Ind shall include iction of: (a) the legal boandaries of the facility to be served. (b) the holder and location of any easements appurtenant to or which could impact the i/ system; �(c) the location of the all dwelling(s)or building(s)existing and proposed on the facility and identification of those to be served by the system; Vq � (d) •-the`incarion of existing or proposed impervious areas, including driveways and parldng areas; (e) location and dimensions of the system (including reserve area); (f) system design calculations,including design daily sewage flow, septic tank capacity (required and provided); soil absorption system capacity (required and provided); and _whether system is designed for garbage grinder, North arrow and existing and proposed contours; (h) . location and log of deep"observation Bole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the approving authority and soil evaluator, (i) location and results of percolation tests including the aate of test and the names of the representative of the approving authority and soil evaluator, (J} name and certification number of the Soil Evaluator of record; (k) location of every water supply,public and private, I. within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply wells, and 3. within 150 feet of the .proposed system location in the case of private water supply wells. �1) location of any surface waters of the Commonwealth, rivers, bordering vegetated wetlands, salt marshes, inland or coastal banks, regulatory floodway, velocity zone, surface water supplies,tributaries to surface water supplies,certified vernal pools,private water supplies or suction lutes, gravel packed or tubular public water supply wells, subsurface gains, leaching catch basins, or dry wells; and the location of any nitrogen sensitive area identified'in 310 CMR 15.215 within which portions of the proposed system are located. (m) location of water lines and other subsurface utilities on the facility; (n) observed and adjusted ground-water elevation in the vicinity of the system; o) a complete profile of the system; (p) -a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) . the location and.elevation of one benchmark.within 50 to 75 feet of the facility which is not subject to dislocation or loss.during construction o.a the facility; (r) when dosing is-proposed, complete design and speeeification of the dosing system proposed including.but not limited to dosing chamber capacity (required and.provided), pump curves and specifications, number of dosing cycles and depth per cycle; (s) when a Recirculating Sand Filter or equivalent alternative technology is required or proposed,a complete plan and specification for the system,including a hydraulic profile; (t) a locus plan,to show the location of the facility including the nearest existing street; (u) the street number and lot number,if any, of*the facility; and (v) the materials of construction.and the specifications of the system. VARIANCE FROM REGULATION REASON FOR VARIANCE Continued from Page 1 To allow the septic tank to be 87' from edge of wetland. 100' required. Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman MAIL-IN REQUESTS NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. Please mail the completed variance application form to the address below. Also include four copies of engineering plans, house plans, authorization letter, etc (see check-list below). In addition, please include the required fee amount (see fees at bottom of this page). Make $85.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist Four(4)copies of the completed variance request form . Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating 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 and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS Our fax number is(508) 790-6304. Please fax a completed application form. Also, you must mail the required $85.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating 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 and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) $85.00 variance request application fee (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) February 7> 2005 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: I, DAVID M. ROSS, do hereby grant permission to The BSC Group, Inc. to prepare plans and any required filings with regards to the installation of the septic system, construction of the dwelling and other related activities at#O Waterhole Lane in West Barnstable, Mass. 2--/-7 / b57 ----------------------------- ----------------------- Signature Date MAP 130 PARCEL 008 MAP 131 ` O30 MAP 131 023 MAP 131 #2" #35 - V _ MAP 131 4 0� / /� 0 - O - O`O MAP 6 131 02 MAP 131 #390 033 MAP 131 025 MAP 024 #330 MAP 131-_ - #- 017 #395 1 O MAP 131 027-001 #378 MAP 131 (0#'3y00 MAP 131 027-002 V #3' MAP 130 `i 006 #400 m V 130 P ` -. MAP 130 �•/ /I \ '008 MAP 130 / 0*� I/ !Q� 130 / 24 #448 y _e��/' /� INN 131) �9 p O #136 I I \vV p MAP 130 I I 010 I I #122 MAP 130 ' v0 035 130 #106 ', I ?5 # MAP 130 Oil 130 \/^\�a V �T MAP 13B 012 #2135 1 •4i i MAP 130 MAP 13o 021 l 027 91 #490 0 130 1 Subject Parcel(s) ABUTTER LIST TYPE- Board of Health: N W+It " E Abutters Direct abutters only(no set distance)and the properties located across the street. S SCALE: V=200' NOTE PARCEL LINES ANY NOT BE ACCURATE The parcel lints on this DIS(2NMERS:This map is for planning purposes only. It may not be DATA SOURCES: Planlmetrics(lwman-made features)-mre brterpreted from map are only graphic representations of Assessor's tax parcels.They are adequate for legal boundary detamfnation m regulatory bderpretation 2001 aerial photographs.Topography was IrKupteted from 1989 aerial not true property boundaries and do not represent accurate relationships This map does not represent an on-the-ground survey.Enlargements beyond photographs. Parcel lines were dWt red from FY 2"Town of Barnstable to physical ob)ects on the map such as building loca6om& a scale of I'=t W may not meet established map acc uacy standards.. Assessor's tax maps Town OF anna57a to Urin Board of Health Abutter List for Map 130 Parcel 008 Direct abutters only(no set distance)and the properties located across the street. This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 9/12/2006 _- — - Mappar Ownerl Owner2 Address I Address 2 City State Zip Country -- ----— — — - - I130006 OLEARY,PATRICIA V BOX 861 - - W BARNSTABLE MA W668 USA - 130007-- LEEMAN,ROBERT V&JOAN M TRS LEEMAN REALTY TRUST 120 OAR&LINE r - -IPLYMOUTH MA �02360 - -- — - — -- —--- RD - ---j130008 �ROSS,DAVID M TRS CAPE COD CRANBERRY RLTY TR 60 YIDGEON IW BARNSTABLE ]MA ]02668------]USA -I f 130009-- IOIKELMUSJOSEPH K I%JOHNSON,RUSSELL D&IRINA N 495 WILLOW ST�----IW BARNSTABLE - IMA �02668 - USA - - 130010 -1WATERFIELD,JUDITH T .CHAPMAN,JOHN J 78 - - IMARSTONS MILLS MA 02648 - IUSA -- 1 WHISTLEBERRY DR F1136 BARNSTABLE,TOWN OF(OS) ---- 1367 MAIN ST IHYANNIS— - -MA 02601 - -- - I130035 KELLOG DANIEL C&PATTI M - -- I106 CEDAR —-- -W BARNSTABLE - -IMA 02668- USA STREET 131024 -- MAKI,WILLIAM E --� - 328 WILLOW ST W BARNSTABLE MA 02668 rOM-]SCHULTZ,MARGARET -- �330 WILLOW ST r---- IW BARNSTABLE MA 102668 - USA -- r131027001 ]WATERFIELD,JUDITH T —� — PO BOX 17 378 WILLOW ST1W RARNSTARI F A 02668 USA F_31027002 DOHERTY,JOHN G JR TR rWILLOW ST FIDUCIARY TRUST P O BOX 566 --- IHYANNIS—- MA 02601-- USA I131030 -_MCCARTHY,ALICE A - -- �P O BOX 362 - ICUMMAQUID MA-I02637 USA [13161 STEPHEN B&VICKI L -- 140 CEDAR ST --W BARNSTABLE - IMA I02668 -- USA Wednesday,September 13,2006 Page I of I Page 3 of 5 restricting the number of bedrooms at this property to three (3), before the applicant obtains a disposal works construction permit. (c) The septic system shall be installed in substantial compliance with the revised plans dated March 1, 2005. (d)After installation, the designing engineer sh f the thrust blocks. CONTINUED C. Kieran Healy representing David Ross, #0 Water Hole Lane, 3. D UNTIL lot, proposed four bedroom dwelling to be constructed, variances reque 4/19/2005 from Section 360-1, proposed reductions in separation distance betwee MEETING septic components and wetland. (a) The applicant shall submit revised engineered plans showing the new proposed well loca as discussed. (b)The Health Agent shall request the Conservation Administrator to submit written copfitmation of the wetland locations shown on the submitted plan. (c) The cranber farm owner shall submit a written list of pesticides and herbicides used at the cranberry farmthe purpose of determining which chemical agents would be tested for—samples to be taken within the proposed well location. ROVAL D. Edward Pesce, P.E. representing Elizabeth McNamara- 60 Hayes PENDING Road, Centerville, 22,623 square feet lot, house renovations proposed, REVISED variances requested from Section 360-1, septic system components PLANS proposed to be located less than 100 feet away from wetland. (a) No more than three bedrooms are authorized at this property. (b)The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to three(3), before the applicant obtains a disposal works construction permit. (c) The engineered plans shall be revised to show a three bedroom design and to show a minimum vertical separation distance of five feet to groundwater. (d) The septic system shall be installed in substantial compliance with the revised plans. GRANTED E. Peter Sullivan, P.E. representing Mary Kariotis- 65 Pirates Cove, WITH Oyster Harbors, 86,749 square feet parcel, seven bedroom dwelling CONDITIONS proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. (a) The engineered plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed in substantial compliance with the revised plans. i GRANTED F. Peter Sullivan, P.E. representing Mary Kariotis- 67 Pirates Cove, WITH Oyster Harbors, 72,394 square feet parcel, three bedroom guesthouse CONDITIONS proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. (a) The engineered plans shall be revised to show soil evaluation and percolation test result information. (b) The septic system shall be installed in substantial compliance with the revised _ plans. i VI. Variance Request/ Grease Trap: GRANTED Angie Collins, 484 Main Street, Rear- Sub-Pizza Port, request to add an item to the menu, pizza, grease trap variance granted at previous meeting, grease recovery device (GRD) to be installed. 3�/0Is Page 2 of 3 requested from Section 360-1, proposed SAS location would be 82 feet away from wetlands. Motion by Rask/Kaufman to approve plan dated March 1, 2005 and a 3-bedroom deed restriction. So Voted. C. Carmen Shay representing William Porter- 39 Woodvale Lane, Centerville, 17,400 square feet property, several variances requested from Section 360-1 including proposed SAS would be 75 feet away from wetlands. Motion by Rask/Kaufman to approve revised plan dated March 1, 2005, pending receipt of a sieve analysis and a 2-bedroom deed restriction. So Voted. D. John Churchill, P.E. representing Mary Madden-439 Sea View Avenue, Osterville, 1.07 acre property, six bedrooms existing, variances requested from Section 360-1, septic tank would be 90.9 feet away from wetlands, pump chamber would be 80.5 feet away from wetlands. Mike Pimental explained there is an existing 6-bedroom home with a 1,000 gallon septic tank and explained the variances requested. Motion by Rask/Kaufman to approve revised plan dated March 1, 2005 and a 6- bedroom deed restriction. So Voted. V. Variance Requests/ New Construction: A. David Sanicki representing Susanne Lavoie - 592 Popponesset Road, Cotuit, 36,950 square feet lot, proposed sunroom addition, variance requested to locate SAS five feet away from property line. John Slovinski represented the applicant by explaining a liner is proposed between the SAS and the foundation. The applicant wants to save the trees on the property and is requesting a variance from the foundation & the street line. Motion by Rask/Kaufman to approve pending an augering test hole with favorable results that is witnessed by a Health Agent and a 3-bedroom deed restriction. So Voted. B. Matthew Farrell representing Douglas Carroll- 303 Maple Street, West Barnstable, 43,608 square feet, existing home with proposed additions, variances requested from Section 397-2, proposed reduction in separation distances between septic components and several private wells. Farrell explained the number of bedrooms will remain the same and the cesspool will be upgrade to Title V. Motion by Rask/Kaufman to approve with a 3-bedroom deed restriction. So Voted. C. Kieran Healy representing David Ross, #0 Water Hole Lane, 3.4 acre lot, proposed four bedroom dwelling to be constructed, variances requested from Section 360-1, proposed reductions in separation distance between septic components and wetland. Healy explained the septic was moved 75 feet away from the wetlands. There are no areas of upland 100 feet from the wetlands and there are no certified vernal pools. Ross explained the bog has been actively used. Chemicals & pesticides are used in small quantities and only when necessary. The chemicals are bound up and degrade over time. Page 3 of 3 Board cannot act until Conservation has approved this project. Approval from Rob Gatewood of the wetland delineation, a list of the pesticides used and the well location should be revised for the next meeting. Continued to April 19, 2005. D. Edward Pesce, P.E. representinq Elizabeth McNamara- 60 Hayes Road, Centerville, 22,623 square feet lot, house renovations proposed, variances requested from Section 360-1, septic system components proposed to be located less than 100 feet away from wetland. Pesce explained there are 2 existing cesspools that are to be upgraded to a 4- bedroom system. No interior changes are proposed in the house. Motion by Rask/Kaufman to approve pending a revised plan showing a 3- bedroom system and a 5' separation to the groundwater and SAS. So Voted. E. Peter Sullivan , P.E. representing Mary Kariotis- 65 Pirates Cove, Oyster Harbors, 86,749 square feet parcel, seven bedroom dwelling proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. Motion by Rask/Kaufman to approve pending a successful perc test. So Voted. F. Peter Sullivan , P.E. representing Mary Kariotis- 67 Pirates Cove, Oyster Harbors, 72,394 square feet parcel, three bedroom guesthouse proposed, variance requested from 310 CMR 15.211 (1) to place the SAS four feet away from property line. Motion by Rask/Kaufman to approve pending a successful perc test. So Voted. VI. Variance Request/ Grease Trap: Brian Faunce 484 Main Street, Rear- Sub-Pizza Port, request to add an item to the menu, pizza, grease trap variance granted at previous meeting, grease recovery device (GRD) to be installed. Bo explained the dough is made in a large bowl that is wiped out. The sauce is canned and the pizza is cooked in the oven. Motion by Rask/Kaufman to approve. So Voted. VII. Swimming Pool Lifeguard Modification Request: Deborah Manning- Day's Inn, 867 lyannough Road, Hyannis. Motion by Kaufman/Rask to approve. So Voted. Vlll. Hearings- Revisions to Board of Health Regulations: A. Section 376-7; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of Board of Health Regulations at $100.00. Motion by Rask/Kaufman to approve. So Voted. B. Section 353-6; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of Board of Health Regulations at $100.00. Motion by Rask/Kaufman to approve. So Voted. C. Section 353-10; deletion of this Section recommended due to the fact that Section 1-4 sets the fine for violations of Board of Health Regulations at$100.00. Motion by Rask/Kaufman to approve. So Voted. f Page 4 of 3 IX. Old Business/ New Business: A. Draft Rental Ordinance- Is the Board in support of this proposal? The Board is in support; there are still many issues that need to be addressed. B. Windmill Square Septic Upgrades- Revised Plans Received from JC Engineering 1/13/05 C. Judith Greenwood- Deadline for removing horses has passed. Motion by Miller/Rask to proceed with the Town Attorney to remove the horses. So Voted. D. Staff Recommendation- To require installation of risers to bring SAS and D- box components to within 6 or 12 inches of grade. Board members agreed to the installation for D-boxes. E. Existing Policies Require Monthly Bacteriological Testing of Pool and Hot- tubs, recommend adoption of a regulation F. Existing Policies Require Daily Logs be kept for Use of Low-temperature Dishwashers at Commercial Food Service Establishments, recommend adoption of a regulation. Board is in support of a regulation. G. Manure Disposal at the Transfer Station, Flint Street, Marstons Mills. X. Correspondence Letter from Ron Jansson, Acting Chairman of the ZBA, regarding April 20'h public hearing on Mill Pond Estates, Chapter 40B Application. A monitoring plan for the bioclear system and nitrogen loading information needs to be submitted at the next meeting to approve a shared system design. Rask will be present at the ZBA meeting. Motion by Kaufman/Rask to adjourn at 10:30 PM. f Page 1 of 3 �INB rqy Town of Barnstable AB s639. Board of Health 9� `0� ArEDN'O�A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. BOARD OF HEALTH MINUTES Tuesday, March 1, 2005 at 7:00 PM Town Hall Second Floor Conference Room 367 Main Street, Hyannis, MA I. Executive Session II. Massage Applicant: A. Samantha Jane King, Marstons Mills— Proposes to practice massage at European Skin Care by Basia, 832 Main Street Osterville. Motion by Rask/Kaufman to approve pending receipt of the results of a recent TB test. So Voted. B. Cheryl Ann Lacey of Centerville. Motion by Rask/Kaufman to approve. So Voted. III. Hearing: Chris McDonald- Subway—489 Bearses Way, Hyannis, operation of a food service establishment without properly trained and certified staff onsite. No representative present. McKean explained the staff recommends the establishment be shut down until servsafes can be provided and a license obtained. Motion by Rask/Kaufman to shut down the facility. So Voted. IV. Variance Requests/ Repairs to Failed Septic Systems: A. John O'Dea representing Paul and Jacklyn Clayton- 87 Seventh Avenue, West Hyannisport, 0.31 acre property, variances requested from section 360-1 and from 310 CMR 15.211 including proposed SAS would be 86 feet away from wetlands. O'Dea explained the property contains a 3-bedroom house with a failed septic. Motion by Rask/Kaufman to approve with a 3-bedroom deed restriction and the waterline is to be sleeved. So Voted. B. Carmen Shay representing Daniel Salvatore— 110 Prince Avenue, Marstons Mills, 22,313 square feet property, proposed repair of a failed system, variance REVISIONS: NO. DATE DESC. 1. 5/10/06 DECREASE FOUNDATION 16 2. 9/15/06 INCREASE SONO TUBES lul lul SECOND FLOOR cn . m � Q o 0 z 0 00 BED #3 BED #4 cn 16 . 0 x1 9 . 0 16 . O' x 16 . 0 z � 0 z l F= � z 0 o z 0 0 0 W ►— 11 U W W = cn cn i— Q m HALL GARAGE ATTI C 6 � BED 213 . 0x22 . ol BASEMENTAREA 16 . O ' x 19 . 0 0 0 0 19 . 0 x34. 0 BATH PRELIMINARY 17 . 01 FLOOR PLANS ni LE #0 - WATER -HOLE--- c ,N-E . W. BARNSTABLE M ASSACH U SETTS FIRST FLOOR MARCH 1 20 05 LIVING ROOM 36 . 0 xl 6 . 0 ' LAUNDRY MASTER a KITCHEN 2 4. 0 ' x 16 . 0' 7 . 0 ' x 7 . 5' BED #1 1 4. O x23 . 0 PREPARED FOR: ' ' DAVID ROSS 60 WIDGEON WAY W. BARNSTABLE MASSACHUSETTS �- 508 362-8568 g BH . C L C SCALE. ,» _ 4 0 0.5 1 2 0 2 4 8 Fm n CALC./DESIGN: K. HEALY a rid FILE: 8655SEP5.DWG DWG. NO: 5518-03 JOB. NO: 4-8655.00 SHEET 1 OF 1 a SOIL TEST PIT DATA: P-10,732 DISTRIBUTION BOX DETAIL: NOT TO SCALE SEPTIC TANK DETAIL: 1 ,500 GALLON LEAC HING TRENCH DETAIL. NOT TO SCALE REVISIONS NO. OF OUTLETS : 5 NOT TO SCALE N0. DATE DESCRIPTION TEST PIT #1 TEST PIT --- 2- TEST PIT -#3 TEST PIT -#4 FINISHED GRADE 36" MAX .covER 1• 3/1/05 INCREASE SETBACK GRD. EL. 81.2 GRD. EL. 83.5 GRD. EL. 85.6 GRD. EL. 85.5 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. FROM WETLANDS EST. HIGH GW. N/A EST. HIGH GW. 77.5 EST. HIGH GW. N/A EST. HIGH GW. 75.1 NOTES: REMOVABLE {-- 2" WALLS TEES TO BE CENTERED UNDER MANHOLE COVER. FINISHED GRADE COVER I 2. SEPTIC TANK TO WITHSTAND H-10 LOADING LOAM & SEED DISTURBED AREAS A A A[7770,727/777,77,777, A 1. DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR i \ \ 2. 3/2/05 RELOCATE WELL v:v..+,a:•v..+,a:•v.... •v.:•' 2" TRAVELED WAYS, WHEREIN H-20 LOADING LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND UNLESS UNDER PAVEMENT, DRIVES OR Pv�c � SHALL APPLY. i CAP ENDS 1 OYR 4 3 12" 2.5Y 4 4 12" 1 OYR 4 3 13" 2.5Y 4 4 12" TRAVELED WAYS WHEREIN H-20 LOADING tT 3. ALL PIPE CONNECTIONS AND CONCRETE 4" PVC-•' " ' '� ' -' •=-•4'MFF" � 4=VC=0.0�' . 3. 1/3/07 DECREASE BED S B B B B SHALL APPLY. CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES e a e e a e e a e e a e e e e a e e e e a e a e e e e 1 15" W/ METAL HANDLES BROUGHT °''f°�° � ►f°�°O,f°� 'f°a°°°.t��°d`� '+fi ADD NEW THOLE z " LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 10.1 4. FILL ALL UNUSED KNOCKOUTS WITH » °�'" °��' �" �" °�' °�" ' � ��" ° � ' e..• DEM 2.5Y 66 2.5Y 6 4 10YR 5 6 2.5Y 6 4 2• PROVIDE INLET TEE OR BAFFLE WHERETO 6 OF FINISH GRADE e a e a e a • ' e e a • e a e a Kzz.l / / 6" 5,5' OUTLETS 8 MORTAR. TEE TO BE UNDER » ° °°+P°"� �°°+� °&*4 9 4. 1 19 07SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR12 MIN. / / / INCR. SETBACKS 30" 24„ 28 24" •. M.H. OPENING EL = 78.7 EL = 81.5 EL = 83.3 SANDY LOAM IN PUMPED SYSTEM. �eab�� " ' e e � ° /�� s OVER 3M f 23- LEVEL BOTTOM GENERAL NOTES: 10YR 6 6 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM ON LEVEL 2" 1. THIS PLAN IS FOR DESIGN AND BOX TO BE LAID LEVEL. " RAISE M.H W 4 40 mil " STABLE BASE 6 MIN. 3/4 TO 10'_g" �-- PROFILE CONSTRUCTION OF THE SEWAGE 54 " CRUSHED SEWER BRICK POLY LINER " " EL = 81.0 4. ALL PIPE CONNECTIONS AND CONCRETE 1 1/2 US1ED • �. .: .;: DISPOSAL FACILITY ONLY. - 72 72 CROSS-SECTION 2. ALL CONSTRUCTION METHODS AND 77.5 _ C_2 CONSTRUCTION SHALL BE WATERTIGHT. STONE BASE 10'-0' & MORTAR _ NORMAL WATER LEVEL 12" -`• 36" MAX. - 12" MIN. COVER MATERIALS SHALL CONFORM TO MASS. 2 MIN. FINISH GRADE 4" MIN. LOAM dt SEED D.E.P TITLE 5 AND LOCAL BOARD PERCHED WATER 78" UA MED FINE SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. M HEALTH REGULATIONS. C to 2.5Y 6/478„ PRECAST SEPTIC TANK 10 3" 14" f MEDIUM SAND 30 1 2 , » 3. ALL PIPES LOCATED UNDER PAVEMENT FINE COMPACT " 2.5Y 5/6 / INLET TEE 5_1 3i NAx� OR TRAVELED WAY SHALL BE SCHEDULE -_ 96 75.1 125 HIGH GROUNDWATER COMPUTATION p 15• � _ 40 OR EQUAL. SAND 4. THERE ARE No KNOWN PRIVATE WELLS 2.5Y 6/4 C (BASED ON TP#4) 15 1/2" - - 5'-2", »4'-6z LiQulo" MIN. W ONDEPTH r 5'-8' `- c 2" MIN. of 1 8" T MED. / FINE C-3 PRECAST DIST. 5-8 •: « + ) a SERVE 24• / O LOCATED WITHIN 150 FT. OF THE SAND SANDY LOAM DEPTH TO WATER 12.5 BOX 24 1/2" WASHED STONE PROPOSED LEACHING FACILITY NOR 2.5Y 6/6 1 OYR 6/6 INDEX WELL N o e. . .+ �� NO G. WATER NO G. WATER SDW_252 ANY KNOWN WELLS PROPOSED WITHIN 174" 156" 156" 150" WATER LEVEL RANGE ZONE _ �41 ��::; .�: .: �.:,;:� .: . :. �:e:-�oe _ 3/4" TO 1-1/2- DOUBLE 150' OF ANY KNOWN LEACHING FACILITY. �Z.3 r 1F 4 2.5 2.5 5 WASHED STONE (NO FINES) 5. WITHIN LIMIT OF EXCAVATION REMOVE EL = 66.7 EL = 70.5 EL = 72.6 EL = 73.0 - CURRENT DEPTHaINDEX WNELL(12/06)_ 47,�� c BOTTOM ON LEVEL STABLE BASE 3" TYP � ) ALL TOPSOIL, SUB#1-2-3-DATE: HIGH GROUNDWATER COMPUTATION #4-DATE: WATER LEVEL ADJUSTMENT _ 2.1• 7 1/2 PLAN VIEW " " 7,5 1, SOIL AND OTHER 6/7/04 BASED ON TP#1 1/3/07 DEPTH TO ADJUSTED HIGH WATER _ 10.4 _ PLAN VIEW 6 MIN. 3/4 TO CROSS-SECTION VIEW IMPERVIOUS MATERIAL. 1 1/2" STONE CROSS-SECTION 6. REPLACE ALL EXCAVATED MATERIAL WITH _ _ CLEAN GRANULAR SAND, FREE FROM ORGANIC TEST BY: TEST BY: yr , MATERIAL AND DELETERIOUS SUBSTANCES. DEPTH TO WATER g,p THE BSC GROUP THE BSC GROUP �9�.�..32 MIXTURES AND LAYERS OF DIFFERENT CLASSES INDEX WELL SDW-252 \`� �� WITNESSED BY: WATER LEVEL RANGE ZONE B WITNESSED BY: ��' _ L_ 4•�3 \ 9,� �'� OF SOIL SHALL NOT BE USED. THE FILL SHALL DIVE STANTON CURRENT DEPTHAINDEX WELL(5/04) 42.2 DON DESMARAIS . `WF#11 $�- _ -'� 2 •p0 ,,.�' •O WF#322 w DESIGN CRITERIA: NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A SIEVE ANALYSIS USING A PERC. RATE: WATER LEVEL ADJUSTMENT � -�-�.... �- SIEVE, SHALL BE PERFORMED ON A DEPTH TO ADJUSTED HIGH WATER 6.0' PERC. RATE: �. �� \ ----._. .�_._� \ ��j f �,,� � � -2-MIN./INCH 3.3_MIN./INCH \ �� SJ^6• '`. `' DESIGN FLOW: REPRESENTATIVE SAMPLE OF FILL. UP TO 45% SOIL EVALUATOR SOIL EVALUATOR `ti #1 17 \ �Q � / , O 3 BE BY WEIGHT OF THE FILL SAMPLE MAY BE BEDROOMS AT 110 G.P.B. D 330 G.P.D. RETAINED ON THE #4 SIEVE. SIEVE ANALYSES CRAIG FIELD INDICATES INDICATES MARK DIBB � �`" � � �F� � � ,O '� / / ro ,/�� ��,s' O^�^L ALSO SHALL BE PERFORMED ON THE FRACTION PERC. _Z ESTIMATED �""`~- L � / .� SOIL CLASS: TEST = SEASONAL HIGH SOIL CLASS: F�c R��9 F O• ��. 78 OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH /� ANALYSES MUST DEMONSTRATE THAT THE 1 GROUND WATER 1 -q F `-,� \ / EXISTING /`' / �¢WF 307 REQUIRED SEPTIC TANK: MATERIAL MEETS EACH OF THE FOLLOWING INDICATES INDICATES Cy O -� -� � � # • SPECIFICATIONS: L.T.A.R. 7F �' � '`~-'--•--_ -- \ \ � ° �' WELL WF 32.3 �- - O 33o x 200% = 660 GAL. UNSUITABLE �_ OBSERVED L.T.A.R. 2 '9/�. \�. ( ....,.,_„_ / f 100% MUST PASS #4 SIEVE /°f 0 1 AL. IP FND O SEPTIC TANK PROVIDED: _ -�� (4.75 mm EFFECTIVE PARTICLE SIZE) 0.74 G.P.D./ MATERIAL - GROUND WATER 0.74 G.P.D./SQ.FT 001 / WF#11 � ��, � � , � � 10X-100 X MUST PASS #50 SIEVE • i \ ` /1'.3 4 OFF WF �0 6 (0.30 mm EFFECTIVE PARTICLE SIZE) DATUM. WF#116 #j [SIZE OF LEACHING FACILITY REQUIRED: 0%-20X MUST PASS #100 SIEVE VERTICAL DATUM: ASSUMED WF#113 WF 115 WF#X24 / -5 MU EFFECTIVE PARTICLE SIZE) # �� l DESIGN PERC. RATE: <Z MIN. INCH OX-5X MUST PASS200 SIEVE � / I N V-75.9 (0.075 mm EFFECTIVE PARTICLE SIZE) BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 - -'` LONG TERM APPL. RATE 0,74 G.P.D/S.F. 7. EXISTING UTILITIES WHERE SHOWN ?A 29OG - F � 1 48' \WF 325 IN THE DRAWINGS ARE APPROXIMATE. WF#113 # WF305 � A>�• `` 330 GPD + 0,74 GPD/SF = 446 S.F. THE CONTRACTOR PRORLY LOCATING SHALL BE AND PROFILE: NOT To SCALE WATER ELEVATION VARIES r #327 WI �` FOR _ EL= F#111f / - COORDINATING THE PROPOSED CON TOP A FIRST PIPE LENGTH I �, --5 �• `--. STRUCTION ACTIVITY WITH DIG-SAFE Eo�P FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL CONTROLLED BY SLUICE WAY PARCEL 8 �.v - _ - F#303 wF 30 SIZE OF LEACHING FACILITY PROVIDED: AND THE APPLICABLE UTILITY 6 OF FINISHED GRADE. FOR MIN. 2 __ ~,- COMPANY AND MAINTAINING THE FINISH GRADE V 75•9�� �A W 302 EXISTING UTILITY SYSTEM IN SERVICE. EL.=86.1- 7 ��' r 300DIG-SAFE`� �P # F#301 �`- ---'' 3-2.5' WIDE 2' DEEP 23' L❑NG TRENCH THE STATE SOF MASSACHUSETDTSER o P ` 4 PVC (PERF) 8 .5 ,/� z e 4" PV " TOWN OF BARN. WETLAND BY-LAW oe STATUTE CHAPTER 82, SECTION 409 4 4" PVC SCH 2--1/8--3/8- DOUBLE WASHED STONE AND Gj° �P' Dc/ 3X�2'+2'+2,5')X25� = 448 S.F. AT TEL 1-8✓88-344-7233. THE � - 1' � � �� ..---� ,� �} 'ENGINEER DOES NOT GUARANTEE � , Z 3/4"-1 1 2 DOUBLE WA M A S S A C H U Q 7 8 ❑F „aL E A C H I N ,,,AREA, THEIR ACCURACY OR i zi -B ,--D SETTS WETLAND PROTECTION ACT w / 1 ,o `l. THAT, ALL. /� 448 x 0,74 GPD / SF 331 GPD UTILITIES AND SUBSURFACE STRUCTURES e5 I--C I=E. I=G w o I=H O�/ O� 51 .0 / / ARE SHOWN. LOCATIONS AND �- 5 OUTLET 1=F 5 OQh � _--_ / / PROVIDED❑V I D E D ELEVATIONS OF UNDERGROUND UTILITIES �,��/ C �Q S ' NITRATE LOADING TAKEN FROM RECORD PLANS. THE DIST. BOX Q ,_ / b b / CONTRACTOR SHALL VERIFY SIZE, SEPTIC TANK W BOTTOM EL=J 654 S F, / 3 BEDROOMS LOCATION AND INVERTS of UTILITIES 10 MIN '9�j OS _,19-' / UPLAND 87, + , 20' '* HIGH WATER EL= K // / / �Q _. 429,218 ± S,F PER BEDROOM >14,520 S.F. AND STRUCTUURES AS REQUIRED PRIOR / _ O J TO THE START OF CONSTRUCTION. N F F` i � �� w 3 BEDROOMS ON 87,654± S.F. = 2.8 ppr� DAVID M. R O S S � ® p�! v� 8. THIS SYSTEM IS NOT DESIGNED INVERT ELEVATIONS: OF ASSESSORS MAP 130 WF#110 Sp \ \` I:�: °� °� LOCUS THE USE OF A GARBAGE GRINDERR �H wcs \, b b �p ,p,� S INFORMATION A GARBAGE GRINDER IS NOT TOP OF FOUNDATION 88.50 A ?y► icy S ADVERSE IMPACTS TO THE LEACHING RECOMMENDED DUE TO RECOGNIZED » o MARNCo. �N TM� 62,021 fS.F. WETLAND Sp G �` CURRENT OWNER: DAVID M. ROSS TRUSTEE 4 INVERT AT BUILDING FULL 85.60 DIBB PROP FACILITY. » (FULL) 0 CIVIL H � � / SI1 �-'"'� �/' '` �`' � 2 4'X CAPE COD CRANBERRY R.T. 4 INVERT AT BUILDING PILING 85.45 B CIVIL 7 ��CRAIGA. 87,654±S.F. UPLAND q^,F GAR. tK ) (PILING) F � FIELD � `,. - Q '1�G1As R SE 80, f�R WELL TITLE REFERENCE: BOOK 6890, PAGE 339 4" INVERT AT SEPTIC TANK (IN) 85.37 C FIELD 149,675±S.F. TOTAL Q►/ Sh .3 DRC�QM�3 ,,� 4" INVERT AT SEPTIC TANK (OUT) 85.12 D s'0NA` s ♦ 3.43E ACRES - OP� 9 e ' �' pc PLAN REFERENCE: BOOK 362, PAGE 30 1 ,� 75 r-�Q. B l� I N G �. ,^� 4 INVERT AT DIST. BOX IN 85.02 E cNro e �. ASSESSORS MAP. 130 • ,�- ;l "NS '0I3 � » ( ) ►� / ��/ ��' / '� e V t' e8 5 � f •Q �� 0uP, PARCEL: 8 4 INVERT AT DIST. BOX (OUT) 84.85 F /��/Zco� • Q �„�...� G�/ Qt. / `� ` C • e D� 349 Main Street, Route 28, Unit D O e �1 ANDS ZONING DISTRICT. RF W.Yarmouth Massachusetts INVERTS AT LEACHING FACILITY: /��/r�o� Q, TL U' O ,� P SETBACK TO► E SETBACKS: FRONT ;5 02673 4 INVERT AT BEGINNING O 109 ( �0 N�F ' 508 778 8919 F # � /w 4 G /. :: -° TOWN OF BARNSTABLE REAR 15 0 LEACHING TRENCH 84.72 G BREAKOUT ELEV 85.3 �� �� �� `b PROJECT 4" INVERT AT END O w� /�Q Gj� O� �C PROPOSED ASSESSORS MAP 130 MINIMUM LOT SIZE. 87,120±S.F TITLE. OF LEACHING TRENCH 84.60 H f 17.1 1500 GALLON PARCEL 30 ® EXIST. TOTAL LOT AREA: 149,675tS.F. V '` Q ,� SEPTIC TANK "VACANT LAND SEWAGE DISPOSAL ELEVATION AT BOTTOM r �'' �'` - L OF LEACHING TRENCH 82.60 J NEW f G 00 OVERLAY DISTRICT: NOT A ZONE If (AP ZONE) / (PRIVATE WELL ON PROPERTY) SYSTEM DESIGN WELL T # PROPOSED "D" BOX FEMA FLOOD ESTIMATED ADJ. GROUNDWATER -'`� 4� „ " N 77.5 K � / ,, ZONE DISTRICT: ZONE C AS SHOWN ON S /f PANEL #250001 0011 D M OBSERVED GROUNDWATER 75.5 F#108 ,ice -' f 1 PROPOSED (3) 23►'x2.5' I N WATER HOLE F 106 , LEACHING TRENCHIES LANE # WF#107 P2 2 , ,� LOCUS PLAN: NO SCALE W. BARNSTABLE 4 VARIANCES REQUESTED. _ _ �'' 15 , BLE G�CL o`L PROPOSED (3) 23 x2.5 MA N CHAPTER 360, ARTICLE I, SECTION 360-1 / LEACHING TRENCHES (RESERVE) ,�`�� 149 SSACHUSETTS 10 TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 75' OFF THE / `W #216 �`'� �'� �• N Q�P - PLOT L❑cus EDGE OF WETLAND. 100 REQUIRED bb WF#217 cb � �,Z° �,,� PREPARED FOR: ,Q /� TE DAVID ROSS N TO ALLOW THE RESERVE AREA TO BE 75' bb , PROPOSED PLOT #2 0 NI T/ 1 /`� �oJ M / K, HAYBALES t '�. �_A, FROM EDGE OF WETLAND. 100' REQUIRED W 2 '� � 6 �F �Q- 60 WIDGEON WAY SILTFENCE PLOT 1 L ,,//�� DING Abb bb # WF 21 nA W. BARNSTABLE TO ALLOW THE SEPTIC TANK TO BE 92 FROM MASSACHUSETTS EDGE OF WETLAND. 100' REQUIRED. 2 DH �,q �q T _ << WF#218 o F,� 3 BEDROOMS �y� (508) 362 8568 W FND EXIT 5 RCy S TITLE 5: J �� O� I. T DATE: FEBRUARY 11, 2005 3 Q7 ti 2. 8 m `'� �� COMP. �, pp DESIGN: K. HEALY VARIANCE REQUESTED: NONE WF#222 71, PQ O� PLAN VIEW ��' �pF CHECK: D. CRISPIN �� �' t # W o�Q � o ti �6 ORDER OF CONDITIONS ISSUES AND RECORDED FROM THE BARNSTABLE S `fie SCALE: 1" = 20 FEET 6 DRAWN: P. HAGIST 3 , 1K WF 219 8• ENGINEER 1T0 INSPECT BOTTOM D # �VF 214 oZ FIELD: D. GAZZOLO / J. MCcARTiN CONSERVATION COMMISSION IN 2006. •O� 2 OF EXCAVATION AND ENTIRE D0 r FILE N0. 8655SEP7.DWG \ 6' p 149 � �- WATER SAMPLE RESULTS ON FILE AT THE BARNSTABLE BOARD OF HEALTH "�� WF#221 !1i io 20 40 FT, SYSTEM PRIOR TO, BACKFILLING "D �' NO. 5518-03 a ` / JOB NO.O 4-8655.00 SHEET 1 OF 2 a � --- 315 I • / CONC. BOUND`WF#318 REVISION ' • / ALICE ANMcCARTHY FND hh NO. DATE DESC. • - � � 149 ' • � N/F ASSESSORS MAP 130 \ �' _WF#314 �q v 1. 3/1/05 INCREASE SETBACK ? N / MARGARET SHULTZ / PARCEL '9s �q FROM WETLANDS LOCUS ASSESSORS MAP 131 Ass FT S ' PARCEL 25 WF#3fQ WF#313 O p O 2. 3/2/05 RELOCATE WELL N/F F. -�iF#312 -,,~. .-� 74,E S-0.��A,Qp 3. 1/3/07 RELOCATE SEPTIC WILFRED TAYLOR •p6 .�•-""""' -� Fes• � ��, _ ADD TEST HOLE ASSESSORS MAP 131 _� _ - ,�- "`� Z " "`~�• �• 4. 1/19/07 INCREASE SETBACK ST •/ / PARCEL 27-1 \ / WF#32� ;>fi �5,, -y O wF#3.N1 yam, F` _ FROM WETLANDS H / N �� , EXIT 5 �RCy ST \ / J�p��' �r I ''q ...... - \ - -• N F —`_ ��WFJ#31 Q •�p p Q � � � � Q�. F / 321 o h'{yr JOHN G. DOHERTY \� # 0P Q W 6 ASSESSORS MAP 131 N/F DH OFF ' > n PARCEL 27-2 � — STEPHEN B. & VICKI L. ELDREDGE / FND i yyF# 09 / pz 5 / ,,� _ — _ �` �- ��v ... ASSESSORS MAP 131 �. J TM� 149 o�i / ��- t C / .�` PARCEL 31 v '� / / 32 r - - �- 140 CEDA STREET s�, " l j� g m �� i ''� �,,WF#118`• � -�� � FIELD ►-�ti�,4�v oo� ✓f. •6 . ,. �po� � WF#322 #308r � ��6 No.3ao3s LOCUS ' / �/ r' WF#119 #117 \' \ �'Rq s y . r'�� '1 ♦ , 1 LOW NOT TO SCALE �/ 06`�' 75-~ " ,�h0• �►r�'+►� f M,gROF O Jr / EXISTING ,�` ,�f� �WF 307 Cy �2 kq \. �-$�---_ / \ \ WELL WF 323..Z,17 O # / ?Q R IP FND r 0 ' • v / / ,/ � WF#120 Q • FND DH / �� / 4 f WF#11 \ �''\ \ f34' OFF WF#P06 �, ��r.� *//'�! 07 # WF#11 \ IN 75.9 WF24 PROFESSIONAL LAND SURVEYOR DATE C-001RA NBERR Y 170G #11 � 148WF#325 WFE305 / I i 5�0f yy , #327 WF a--- N/F / p 121 WATER ELEVATION VARIES #111 I _ // •O°' /PATRICIA V. OLEARY /Q�OQ f # PARCEL 8 12� �� - 30 l • O 1 / �,/' CONTROLLED BY SLUICE WAY �, V=75.9��� M,o --I_ 302 �#303 � ASSESSORS MAP 130 _ /` / �- P / r 300 ,r� 5 PARCEL 6 / / TOWN OF BARN. WIETLAND BY-LAW �O # #301 AND ,�50 1` ` 4" �tK �78— MASSACHUSETTS WETLAND PROTECTION ACT //G�P err' • / 122 Q f bb O / / "9 OS 1°' •/ / �? i N/F / w WF#124 DAVID M. ROSS N N, �l�. IFS O g �� ASSESSORS MAP 130 WF#110 sp bb O � 43 WF#125 62!,021±S.F. WETLAND / s sp RO g rQJG �°� / LEGEND • / /l 87,654tS.F. UPLAND sh q` ,o GAR. 2)4 WF 126 ti R SE / / �•� /f # # 149,675±S.F. TOTAL / sh G S 0• f DR ILL SEWAGE DISPOSAL .� .3` DROOM�36 CK 50.9 X SPOT ELEVATION ROBERT V. AND JOAN M. LEEMAN TRS. •, • / / 3.43t ACRES / QO� 75' 9'� ING ,��` / • / �/ ,�/ #5 2 / \mow �P dl~ 8 O� C.B. ® CATCH BASIN SYSTEM DESIGN / / • .�SESPARCEL RCE MAP 130 / l �� A .� � G�� �� / '� ��, / DMH ® DRAINAGE MANHOLE • � 100000 r I WF 1 O / ' ACK SO WETLANDS SMH ® SEWER MANHOLE / \ STC�RA DE o O ' 100 SETS N/F TMH TELEPHONE MANHOLE • \� / TOWN OF BARN. #109 f, \�� �G �� ��/ TOWIN OF BARNSTABLE LP LIGHT POLE WETLAND BY-LAW WF#I Qo t�,i` �� %w = = '� PROPOSED ASSESSORS MAP 130 UPL� UTILITY POLE / LIGHT #7 WF#11 ` Q¢O � �. - 17.1' 1500 GALLON „� PARCEL' 30 n UPLT UTILITY POLE / LIGHT & TRANSFORMER ffv P . \ \ \ WF#t 1 ,� ,0 `• SEPTIC TANK VACANT LAND \ WF#8 �` � WF 02 'r G\ -'r. a, UPT UTILITY POLE / TRANSFORMER WATER HOLE LANE WF#9 #10 \ NEW r �-` -r " " UP. UTILITY POLE \� PR�� t`�` �/ -- �`"� WF 103 WELIL ` / # PROPOSED D BOX .-'O W — OVERHEAD ELECTRIC LINE •/ �'' • '� E� T E�� ..� �' # wF 104 #1083 // f / ,�' f' - 1 PROPOSED 3 23'x2.5' o EHH ELECTRIC HANDHOLE W BARN STABLE LEACHING TRENCHES • GMET GAS METER --1- .. # 06 MASSACHUSETTS R , � � f � _..._ .�--•�-� ,,` �, AVEt, �'�a,,,�.- ---.- .,� WF#107 /� 15t � •� + � —V— GAS LINE /P- ! �-.. '�'`c 105 PROPOSED (3) 23 x2.5 \ '�•. # �, GAS GATE O ��G a LEACHING TRENCHES (RESERVE) D4 157 \ C 9 J� #21 P� PLOT ' y WG WATER GATE �57.51 N85 '01" — - WF 217 W FND sh # T� _W_ WATER LINE • \ �-�.\ Dsp�� WF • PROPOSED PLO I #2 �O o ` NI TRA TE bb +. H A YBALES � h SHED sP WF#2 A bb bb ,/SILTFENCE PLOT#1� WF 21 L O/"ADINV/ ' NOTES: CB DH �`� { \ •� � sp 22 DH k � h% / / N F P sh wF 227 '��< wF#218 O TFR 3 BEDROOMS 1. ELEVATIONS BASED ON AN ASSUMED DATUM FND ( / , s # FND 1, FEBRUARY 11 , 2005 f \ JOSEPH K. OIKELMUS ?s tip F sp sh 7 pC� Oaf I. n f �,h ASSESSORS MAP 130 ��• �l,.p sp WF#200 WF#222 Q>>4 �' Q'I- �F, No �• �••� pp 2. WELL & SEPTIC LOCATIONS BASED ON FIELD PARCEL 9 �i,!,c sh p. ,�O LOCATIONS, RECORD INFORMATION AND DOOR TO DOOR ABUTTER INFORMATION. 7 S 136 CEDAR STREET ti o, S xs• ,a WF#219 8• 214 �' • sp .O°' 2 3. WETLAND DELINEATION Y Jest B NORMAN W. HAYES, PWS �j \ •� �-�' / I ti 1• #201 ^�°' \�WF#221 / 6 k , �� oF, s AND BRADFORD HOLMES, PWS OF THE BSC GROUP, / N .� WF 02 BENCHM R �. NEW o� MIARK D.s�cyc INC. ON MARCH -10, 2004, AND APPROVED BY THE / �UDITH T. W TERFI PREPARED FOR: d / TOP OF ONC. VERNAL POOL 21 w8� BARNSTABLE CONSERVATION COMMISSION. ASSESSORS P 13 ELEV.=83 2 (ASSUIME #220 " �'4V5937 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON DAVID ROSS / PARCEL 1 FIELD WORK PERFORMED ON MARCH 12, 2004. �.NDD 127 CEDARS E WF#203 #20 . WF 208 t�l/E TL AND s 60 WIDGEON WAY I NC. BOUND -'�'- TOWN OF BARN. WF#212 6I ° 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE 1 FND FND I / WETLAND BY SOUTH OF THE LOCUS PROPERTY HAS BEEN O WF#206 \ CERTIFIED AS A VERNAL POOL. ALL PROPOSED MASSACHUSETTS • WF 209 11/too 7 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 WF 210 TO THE VERNAL POOL. M O N/F WF 11 a \. # WF#205 /NIEL ASSESSORS ORS AP 130 LOCUS LOCUS N O R M A TI O N Lo \ / ARCEL :35 BS C' GROUI • ' CURRENT OWNER: DAVID M. ROSS, TRUSTEE \ CAPE COD CRANBERRY REALTY TRUST 349 Main Street, Route 28, Unit D TITLE REFERENCE: W. Yarmouth Massachusetts 1 ! BOOK 6890, PAGE 339 NEW BUFFER IMPROVEMENTS o2673 L ` \ �` PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 / ' WITHIN B.V.W. 0 S.F. Q co • ASSESSORS MAP: 130 © 2006 The BSC Group, Inc. PARCEL: 8 0'-50' 3 250t S.F. ACCESS DRIVEWAY AND 03 SCALE: 71 t 30' t5 METERS o OF + ZONING DISTRICT: RF WELL ONLY SETBACKS: FRONT 30' a SIDE 15' 0 15 30 60 FEET C pJ 50'-100' 6608f S.F. DWELLING, DECK, WALKS REAR 15' AND SEPTIC. PROJ. MGR.: C. FIELD • \ �- �.- MINIMUM LOT SIZE: 87,120±S.F. FIELD: D. GA ZZOLO J. MCcARTIN CALC. DESIGN: K. HEALY a EXIST. TOTAL LOT AREA: 149,675±S.F. / • � / � • DRAWN: P. HAGIST OVERLAY DISTRICT: NOT A ZONE it (AP-ZONE) CHECK: M. DIBB . � � • '� / • FEMA FLOOD FILE: 8655SEP7.DWG • �• • / ZONE DISTRICT: ZONE "C" AS SHOWN ON DWG. N0: 5518-03 co PANEL #250001 0011 D JOB. N0: 4-8655.00 SHEET 2 OF 2 a a , a REVISIONS: NO. DATE DESC. 1. 5/10/06 DECREASE FOUNDATION 2. 9/15/06 INCREASE SONO TUBES 3. 10/15/06 DECREASE BEDROOMS 4. 1/19/07 DECREASE BLD. SIZE O O cn SECOND FLOOR z BATH Q 0 0 0 o BED #3 z o w 23 . 5 PROPOSED 0 0 �- z 00 CLOSET DECK U I, w - F7 L O O cn w z LLJ Q0 cn ►� 00 0 Q z m 0 HALL0 [( d Eol cn d- GARAGE ATTIC N 5 . 5 ' 5 . 5 ' 5 . 5 w BED #2mom- 13 . 0 x22 . 0AREA 93 BASEMENT , 2 1 . O ' x 15 . 0 (d ( d 14. O ' x 3 4. 0 ' BATH PRELIMINARY 18 . 0 FLOOR PLANS FdB I I i 34. 0 14. 0 #0 WATER HOLE LANE 48 . 0 W. BARNSTABLE M ASSACH U SETTS FIRST FLOOR PROPOSED MARCH 1 . 2005 DECK LIVING ROOM 3 2 . O ' x 16 . 0 N O I N co m fII MASTS KITCHEN LAUNDRY a U 24. 0 ' x16 . 0 ' 7 . 0 ' x 7 . 5 ' BED #1 m m 1 ' PREPARED FOR: 4. O ' x 2 3 . 0 , DAVID ROSS Y 60 WIDGEON WAY co 0 W. BARNSTABLE MASSACH USETTS --- O (508) 362-8568 O N O ' O B H . BATH C L C C) SCALE: - 4t Q O 0.5 1 2 MEtEits 0 2 4 8 FEET a w CALC./DESIGN: K. HEALY Ln FILE: 8655SEP7.DWG DWG. NO: 5518-05 Ln Lo SHEET 1 OF 1 co co JOB. NO: 4-8655.00 a a , 1 SOIL TEST PIT DATA: P-10,732 SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING TRENCH DETAIL: NOT TO SCALE RNO VISIONS DESCRIPTION DATE NOT TO SCALE N0. OF OUTLETS = cJ 1. 3/1/05 INCREASE SETBACK TEST PIT 1- TEST PIT _.ill2- TEST PIT _ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 36" MAX . OVER GRD. EL. 81.2 GRD. EL. 83.5 GRD. EL. 85.6 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. FINISHED E FROM WETLANDS N/A 77.5 EST. HIGH GW. N/A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE --� 2" WALLS NOTES: LOAM & SEED DISTURBED AREAS EST. HIGH GW. -� EST. HIGH G� UNLESS UNDER PAVEMENT, DRIVES OR COVER J tiff 2. 3/2/05 RELOCATE WELL A A A TRAVELED WAYS, WHEREIN H-20 LOADING 1. DIST. BOX TO WITHSTAND H-10 LOADING LOAMY SAND LOAMY SAND LOAMY SAND #3-DATE: SHALL APPLY. ° °' °' ""'''V"' _ CAP ENDS 3. 9/25/06 RELOCATE SEPTIC 6/7/04 UNLESS UNDER PAVEMENT DRIVES OR --� 10YR 4 3 » 2.5Y 4 4 » 10YR 4 3 » 3. ALL PIPE CONNECTIONS AND CONCRETE " TRAVELED WAYS WHEREIN H 20 LOADING 4 PVC B 12 B 12 B 13 W/ METAL HANDLES BROUGHT�S ^ SHALL APPLY. a •• q�"• b �e . • � •. � �•j�.��• a •. e e e TEST BY: CONSTRUCTION SHALL K WATERTIGHT. t 15 �q'# °s � , � � 14 LOAMY SAND LOAMY SAND LOAMY SAND THE BSC GROUP 4• FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE -+- T �b MORTAR. ^ 8 2. PROVIDE INLET TEE OR BAFFLE WHERE GENERAL NOTES: 2.SY 6/6 / /yo 6/4 10YR 5 6 WITNESSED BY: TEE TO BE UNDER 12 MIN 6" 5,5 OUTLETS . FT./FT OR / 1. THIS PLAN IS FOR DESIGN AND » » » M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT. LEVEL BOTTOM CONSTRUCTION OF THE SEWAGE EL = 78.7 30 EL = 81.5 24 EL = 83.3 28 DIVE STANTON r ,� z . � 3" � •� .� '�a�'a -r IN PUMPED SYSTEM. 34,�� DISPOSAL FACILITY ONLY. PERC. RATE: �" .M L- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. 40 mil 2. ALL CONSTRUCTION METHODS AND RAISE M.H W,c.._ 4" BOTTOM oN LEVEL PROFILE MIN./INCH 10'-6" SEWER BRICK STABLE BASE 6" MIN. 3/4" TO BOX TO BE LAID LEVEL. POLY LINER MATERIALS SHALL CONFORM TO MASS. -' '�'% = ==e 1 1/2• CRUSHED D.E.P TITLE 5 AND LOCAL BOARD 77.5' �72" 72 SOIL EVALUATOR 10'-0" do MORTAR t2 CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 36" MAX. - 12" MIN. COVER OF HEALTH REGULATIONS. CRAIG FIELD NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. PERCHED WATER 7$" e' 3. ALL PIPES LOCATED UNDER PAVEMENT 3 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. /2% MIN. FINISH GRADE 4" MIN. LOAM do SEED OR TRAVELED WAY SHALL BE SCHEDULE C SOIL CLASS: PRECAST SEPTIC TANK 10 14" / f 40 OR EQUAL. MEDIUM SAND a INLET TEE S 5'-1" 30 1/2" 3i1 4. THERE ARE NO KNOWN PRIVATE WELLS C 2.5Y 5/6 1 �s� ►aN 5'-2" 4_6 PROPOSED LEACHING FACILITY NOR FINE COMPACT 96" - - C " e " LOCATED WITHIN 150 FT. OF THE SAND L.T.A.R. _ LIQUID MIN. toreoo 5-8 15 1/2" t SERVE 24 2" MIN, OF 1/8" TO ANY KNOWN WELLS PROPOSED WITHIN 2.5Y 6/4 MED. % FINE 0.74 G.P.D./SQ.FT. - 5•_8» :; LIQUID DEPTH gGAS�,,, , PRECAST DIST. 24' + 4 1/2- WASHED STONE 150 OF ANY KNOWN LEACHING FACILITY. SAND • 1 5. WITHIN LIMIT OF EXCAVATION REMOVE 2.5Y 6/6 N :; �- Box NO G. WATER " " NO G. WATER » lei., -e :_. �_� _.% 2. 2, 4� 3/4" TO 1-1/2" DOUBLE ALL TOPSOIL, SUBSOIL AND OTHER WASHED STONE (NO FINES) IMPERVIOUS MATERIAL. EL = 66.7 174 EL = 70.5 156 EL = 72.6 156 •' BOTTOM ON LEVEL STABLE BASE " --�, ( ' LACE ALL EXCAVATED MATERIAL NTH #1-DATE: #2-DATE: PLAN VIEW 3 1/2 ( ) CLE 6. AN GRANULAR SAND FREE FROM ORGANIC HIGH GROUNDWATER COMPUTATION 6" MIN. 3/4• TO �'r'�'r '���� CROSS-SECTION MATERIAL AND DELETERIOUS SUBSTANCES. 6/7/04 6/7/04 BASED ON TP#1 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW MIXTURES AND LAYERS OF DIFFERENT CLASSES TEST BY- TEST BY: DEPTH TO WATER 8.0' _ Qr, - - �� OF SOIL SHALL NOT BE USED. THE FILL SHALL THE BSC GROUP THE BSC GROUP g7_.32 NOT CONTAIN ANY MATERIAL LARGER THAN INDEX WELL SDW-Jr `'�.. 3+ 9, ,r�� t TWO INCHES. A SIEVE ANALYSIS, USING A #4 WITNESSED BY- WITNESSED BY: WATER LEVEL RANGE ZONE B ~ ` - -� 4.3 \ WF 322' ` • SIEVE, SHALL BE PERFORMED ON A DAVE STANTON DAVE STANTON CURRENT DEPTHOINDEX WELL(5/04) 47.2w �+.,.,� WF#118- -� 2-�'� !^•O°' # wF DESIGN CRITERIA. REPRESENTATIVE SAMPLE OF FILL. UP TO 45% WATER LEVEL ADJUSTMENT 2.Q -. -_ =� ' - __ BY WEIGHT OF THE FILL SAMPLE MAY BE PERC. RATE: PERC. RATE: '' \ tK ✓ . DEPTH TO ADJUSTED HIGH WATER 6.0' r--__._ _._.___ S ` r - DESIGN FLOWN RETAINED ON THE #4 SIEVE. SIEVE ANALYSES _MIN./INCH -Z_MIN./INCH � \ _ i S ,�''� �•�. f`j • ,-•` ALSO SHALL BE PERFORMED ON THE FRACTION #117R,9 1 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH SOIL EVALUATOR SOIL EVALUATOR �, ANALYSES MUST DEMONSTRATE THAT TH CRAIG FIELD CRAIG FIELD INDICATES INDICATES �,� `� O _ S TE E ��' f, c? MATERIAL MEETS EACH OF THE FOLLOWING PERC. _L ESTIMATED �`D _��_._______ _____ APO\ '� � t�• . � � _._.... SOIL CLASS: SOIL CLASS: TEST SEASONAL HIGH (; .q� \ i / �� SPECIFICATIONS: \ "`f `C REQUIRED SEPTIC TANK: 100% MUST PASS #4 SIEVE 1 1 GROUND WATER .q Q - EXISTING WF#307 �C F \ WELL W1 1023 ;C�� 440 X 200% - 880 GAL. 10(1G-100 X MUST PASS PAOnSIEVE SIZE)CLE INDICATES INDICATES /y _ - L.T.A.R. L.T.A.R. ® UNSUITABLE __V OBSERVED T �Q�-- %f / = 1 AL. 0.74 G.P.D. SQ.FT. 74 G.P.D./SQ.FT. MATERIAL GROUND WATER ,2 �� \ \ , O r EFFECTIVE PARTI I SEPTIC TANK PROVIDED: 500 G (0.3o mm vE PARTICLE SIZE) / 4� 20p� ` •�, ;''� WF#11 -_�\ �... IP � FND ` ; - ,,; Q> f _,' � . oXo25 mmUEFFECTIVE PST PASS ARTICLE SIZE) ;1 .34 OFF WF#�06 \ 0X-5X MUST PASS #200 SIEVE WF 113 /� # SIZE OF LEACHING FACILITY REQUIRED: DATUM WF#116 � �� �' � (0.075 mm EFFECTIVE PARTICLE SIZE) # WF#115 �` �. \ WF# 24 �' i DESIGN PERC. RATE: <2 MIN./ INCH 7. EXISTING UTILITIES WHERE SHOWN N V,=7 5.9 IN THE DRAWINGS ARE APPROXIMATE. VERTICAL DATUM: ASSUMED f LONG TERM APPL. RATE 0,74 G.P.D/S.F. THE CONTRACTOR SHALL BE RESPON- BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 F ' CI?A 149� WF 325 V1NF sIBLE FOR PROPERLY DATING AND / 60G WF#113 # #305 440 GPD + 0,74 GPD/SF - 596 S.F. COORDINATING THE PROPOSED CON- • STRUCT10N ACTIVITY WITH DIG-SAFE PROFILE: NOT TO SCALE 1#327 WF 326 �• AND THE APPLICABLE UTILITY WATER ELEVATION VARIES F#111 f`` COMPANY AND MAINTAINING THE EL•=A �-' �j SIZE OF LEACHING FACILITY PROVIDED: EXISTING UTILITY SYSTEM IN SERVICE. FIRST PIPE LENGTH 8 2 WF 303 TOP FOUNDATION PARCEL 8 - 1T W,F 304° ` DIG-SAFE SHALL BE NOTIFIED PER CONCRETE COVERS TO WITHIN TO BE SET LEVEL CONTROLLED BY SLUICE WAY � ,��' ._ �, _ '�. # EL.-87.8 6" OF FINISHED GRADE. FOR MIN. 2' FINISH GRADE �� V-75.9�� `� �A `# THE STATE OF MASSACHUSETTS -w` r 300 W 342 STATUTE CHAPTER 82, SECTION 409 V`� # WF#301 4 `� - ' 3-2' WIDE, 2' DEEP, 34' LONG TRENCH AT TEL. 1-888-344-7233. THE 40 PVC (PEKE) TOWN 0 F BARN. WETLAND BY-LAW �� ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL a � 2"-1 8•-3 8" DOUBLE WASHED E AND Dc/ 3xC2 +2 +2 )x34 = 612 S.F. UTILITIES AN SUBSURFACE STRUCTURES - n • OF LEACHING AREA ARE SHOWN, LOCATIONS AND 3/4 -1 1/2 DOUBLE WA / V� - - . MASSACHUSETTS lNETLAND PROTECTI0�1 ACT 1 A - ELEV::`IOI:S OF 11' DE'' l ''".; 0 U? LITIES` z a / 51 .0 612 x 0.74 GPD 7 SF - `45L ;-GPD TAKEN FROM RECORD PLANS. THE =G e I=C I=E Z I=H QO,1 A Wh OiO �� -- / PROVIDED CONTRACTOR SHALL VERIFY SIZE, 5 OUTLET �� � l LOCATION AND INVERTS OF UTILITIES .-.• T X \IS B A AN D 0 D A t o STRUCTURES S REQUIRED PRIOR SEPTIC TANK „ Q / \ bb j NITRATE LOADING � TT � _ .- E BOTTOM L '9 O � TO .THE START of CONSTRUCTIO N. 10 MIN \� S /y� _ F/ - - ,,,..-•-�'"� 149,675± S.F. / 4 BEDROOMS HIGH WATER EL-K N/F / �`` O O J 37,418 S•F PER BEDROOM >10,000 S.F. 8. THIS SYSTEM IS NOT DESIGNED FOR / THE USE OF A GARBAGE GRINDER. 20 , DAVID M. R OSS ���/ W h O A GARBAGE GRINDER IS NOT WF 110 RECOMMENDED DUE TO RECOGNIZED • ASSESSORS MAP 13O 7T _ \ CJ I' ADVERSE IMPACTS TO THE LEACHING s P J 4 INVERT ELEVATIONS. bb . � LOCUS INFORMATION FACILITY. TOP OF FOUNDATION 88.50 AtK 62 021 ±S.F. WETLAND S '0 sp PROP C � CURRENT OWNER: DAVID M. ROSS, TRUSTEE 4" INVERT AT BUILDING (FULL) 85.77 / h ,� � ; GAR ; i (2)4' CAPE COD CRANBERRY R.T. 4" INVERT AT BUILDING (PILING) 85.45 B 87,654±S.F. UPLAND sh 'f CAS PROPOSE 80. fr DR WELL TITLE REFERENCE: BOOK 6890, PAGE 339 4" INVERT AT SEPTIC TANK (IN) 85.37 C 149,675�S.F. TOTAL Qq� ` ��BEDR04NI��, 4" INVERT AT SEPTIC TANK OUT 85.12 D 3.43E ACRES % ,'' 85 • WELLING PLAN REFERENCE: BOOK 362, PAGE 30 s lt'0 4" INVERT AT DIST. BOX (IN) 85.02 E Gj/ /�� fi5' , OF 8�8,5 ASSESSORS MAP: 130 4" INVERT AT DIST. BOX OUT 84.85 F / �,� ;%`` �� �.� PARCEL: 8 349 Main Street, Route 28, Unit D (OUT) G �Q- • NDS ZONING DISTRICT: RF W. Yarmouth Massachusetts INVERTS AT LEACHING FACILITY: P '- `•., ',Q� P ACK T(0 WET►-A 02673 109 �� G- \ \ 1 00 SETS SETBACKS: SIDE FRONT 5' 5087788919 4" INVERT AT BEGINNING # �\ /may REAR 15' OF LEACHING TRENCH 84.67 G BREAKOUT ELEV 85.2 O +� �� ��� �� \ \ ��• PROJECT TITLE: 4" INVERT AT END /Q $ 17.1 MINIMUM LOT SIZE: 87,120±S.F OF LEACHING TRENCH 84.50 H ,,,Q� p ; TOWN OF BARNSTABLE -- Q ' � \ ASSESSORS MAP 130 EXIST. TOTAL LOT AREA: 149,675fS.F. SEWAGE DISPOSAL ELEVATION LEACHING BOTTOM 82.50 J NEW � \ ' ' PARCEL 30 OVERLAY DISTRICT: NOT A ZONE 11 (AP-ZONE) SYSTEM DESIGN WELL �, , "VACANT LAND" FEMA FLOOD ZONE "C" AS SHOWN ON �(A ESTIMATED ADJ. GROUNDWATER 77.5 K ; ,%'r / 10 ZONE DISTRICT: PANEL #250001 0011 D w1v OBSERVED GROUNDWATER 75.5 F#108 f' MIN WATER HOLE LANE �r t r 2' ; � ° LOCUS PLAN• NO SCALE F#106 r wF#107 �� ', 94' ,'� W. BARNSTABLE CL VARIANCES REQUESTED: - 1 s� ' �� M ASSACH U SETTS CHAPTER 360, ARTICLE I, SECTION 360-1 / F 1 ��G v �, 149 02 6 1 2 N TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 65 OFF THE / f' P PLOT 3 o , t , v o LOCUS PREPARED FOR: EDGE OF WETLAND. 100 REQUIRED WF#217 �' Rj bb PROPOSED PLOT' #2 1 _�°� ! zs d� �� �oJ DAVID Ross TO ALLOW THE RESERVE AREA TO BE 65 bb �' �'`� �l \ �o� 60 WIDGEON WAY '` W 2 HAYBALES ►�`�' o� 6 �Fo � FROM EDGE OF WETLAND. 100' REQUIRED qR �`" W. BARNSTABLE bb bb /SILTFENCE PLOT#1 E., sT TO ALLOW THE SEPTIC TANK TO BE 87' FROM A 22 / WF#21 N p ��tNOFMgssy MASSACHUSETTS MARK D. G EDGE OF WETLAND. 100' REQUIRED. DH �'q<< WF#218 0� '� TFR t cvB cy�R (508) 362-8568 i $ FND � I• f N0 4537 EXIT 5 cy sr DATE: FEBRUARY 11, 2005 TITLE 5: 7� O� 9�a,STEA `�1 M/O� COMP. DESIGN: K. HEALY OL WF 2 2 2 AL c�A VARIANCE REQUESTED: NONE # 4 PQ �O� PLAN VIEW �Q� o F tiw CHECK: D. CRISPIN Q� Y DRAWN: P. HAGIST ORDER OF CONDITIONS ISSUES AND RECORDED FROM THE BARNSTABLE , �°� WF 219 S8• 4 SCALE: 1 20 FEET ENGINEER TO INSPE T BOTTOM �� FIELD: D. GAZZOLO / J. MCcARTiN CONSERVATION COMMISSION IN 2006. # 2 {` WF 21 OF EXCAVATION AND ENTIRE D n FILE NO. 8655SEP5.DWG 1 CO o io 20 40 FT. SYSTEM PRIOR TO BACKFILLING 149 �� DWG No. 5518-03 WATER SAMPLES ON FILE AT THE BARNSTABLE BOARD OF HEALTH ^� WF#22 m JOB NO. 4-8655.00 SHEET T OF 2 a -- f • CONC. BOUND''#318 REVISIONS: ALICE AN McCARTHY FND h� wF##314 J NO. DATE DESC. ,14 149 ' . / • N/F ASSESSORS MAP 130 ` 0• 9 q� 1. 3/1/05 INCREASE SETBACK 67 ? MARGARET SHULTZ PARCEL S�, G,�q� y t� N ' / ASSESSORS MAP 131 / _ tnS �QF t��,-�,c. _ FROM WETLANDS w LOCUS WF#3�9 WF#313 O f'� `r0 4 2. 3/2/05 RELOCATE WELL .�- _ PARCEL 25 / oo, q,A 'Q F � - � �'` 3. 9/25/06 RELOCATE SEPTIC N/F `` 6 WF 312 -_.. SR_. �iZ�1 00 \ 6 3 ��P WILFRED TAYLOR `�7 �O 4, / ASSESSORS MAP 131 •� r R qR <v WF 32.0 ST PARCEL 27-1 / # — EXIT 5 10 / N/F O F ti 6 JOHN G. DOHERTY ��./ N/F DH #321., Q O N ASSESSORS MAP 131 C" / Q� ao — -- -.._ STEPHEN B. & VICKI L. ELDREDGE / FND i a PARCEL 27-2 --�- -- - 4 / / 77,X ASSESSORS MAP 131 / WF 0 AP J 5 / Zr t >0 r / -5 - -' PARCEL 31 �• . , ,'� ,y>,/ 149 0D % ,./ T _- / 1140 CEDA STREET y eaves' ,►�`o // 2,32 r� WF 118 - - _- 1.=� • pp i` .p°� WF#3224 WF#30 'S 8+ FEW LOCUS �-- / WF#119 #11�� 17 NOT TO SCALE / i��t' ' FOG EXISTIN G23 / O WF#307 WELL ,¢ G _ ► CB H �� WF 120 PROPOSED 2p0 IP FND # I T F N10, 4 #11 ~\ / FND / �i S L E CE 1'34 OFF ; �i WF#S06 / I �O WF 116 G� ,// WF#113 # #1 \�� WF#324. PROFESSIONAL LAND SURVEYOR DATE iNV-75.9 'r CRANBERR Y BOG WF#113 � 149' :WF#32 WF#305 WATER ELEVATION VARIES #11 #327 N/F / QO #121 1 Al} WF#303 ' PATRICIA V. OLEARY QUO . CONTROLLED BY SLUICE WAY PARCEL 8 MA/ 0. _ #304' �h0 �NOFs ASSESSORS MAP 130 �' r �,�, V=75.'9P,� , r#300 WF#301 w�#302 _ - 5 � PARCEL 6 / / - TOWN OF BARN. WETLAND BY-LAW . '(� ,` is G /Oz AND Civic y MASSACHUSETTS WETLAND PROTECTION ACT �4'; 51.0' $ .e N0.45937o e ' e - Q• � r ._...�_ QQ� / Air Wh :1 �✓ •� / '�� �?/ Tti ,� • _ /jj/ 122 WF#123 INwh F O • WF#124 DAVID / ROSS �/ �� ��i ! S r ASSESSORS MAP 130 WF#110 sp ., '� �G I P. rj tk bb 0 .� WE#3 WF 125 A sp p . # 62,021±S.F. WETLAND R 5 / LEGEND 87,654±S.F. UPLAND h `' 'q A PRO�oSE GAR. 2)'4 WF#126 G S U. %' DR LL SEWAGE DISPOSAL N / C/ ;. # 149,675±S.F. TOTAL / �/� sh -BEDROQM�s / 50.9 X SPOT ELEVATION ROBERT V. AND JOAN M. LEEMAN TRS. JP / ,� 2 3.43f ACRES 85 WELLING » Qg �, P ,� I 'S / C.B. ® CATCH BASIN SYSTEM DESIGN / yyF#5 gj �� } 5' F `8.5 •O _ DMH ® DRAINAGE MANHOLE .�SSESSORS MAP 130 �.• ` // w � G�i � /�' PARCEL 7 l �/`IR / ;' 'y ''^ —' TLANDS SMH m SEWER MANHOLE ' / • / / STQRA GE 100' SE-�gAC�K TO TMH TELEPHONE MANHOLE o : �� #109 f \�,�� �� �G : \ tip/ LP LIGHT POLE . °, `, TOWN OF BARN. `*, WF 0 �- k. `� '� UPL UTILITY POLE / LIGHT WETLAND BY-LAW 11 #I Q O Q. .�Q » 5 �'` '. 17.1' N/F TOWN OF BARNSTABLE UPLT UTILITY POLE / LIGHT & TRANSFORMER #7ffv # WF t 1Q y0 WF#8 # WF 02 G��/ �' q ASSESSORSPARCEL 30 130 UPT UTILITY POLE / TRANSFORMER WATER HOLE LANE / V WFf9 # NEW f /��- / (!P. UP UTILITY POLE P - 10 �. WELL ,� # 10' ViACANT LAND -OW .` OVERHEAD ELECTRIC LINE • R6Po ` .`1 -�_ WF#103 ,., / r W. BARNSTABLE T FENS ---� — WF#104 #108 f MIN o EHH ELECTRIC HANDHOLE M -- • -=-• _- f % ,' MASSACHUSETTS 0 GMET GAS METER Rq--''�''��`;'�`°,�. -� WF#106wF 107 ,/ 84 -G— GAS LINE Gv All. 0 L� GAS GATE ' 57.51' , C C. �B "� `'/ P� PLOT # y WG ® WATER GATE �P 1 N85 '01 - w WF#217 i —W— WATER LINE W �- FND sh �. bbPROPOSED PLOT Sp WF �` bb 2 ��. HAYBALES �; o / P bb /SILTFENCE PLOT#1 r NOTES: gsp SHED sP #2 A bb 22 i'\ WF21 r ` N sp DH k' F q J ` 1. ELEVATIONS BASED ON AN ASSUMED DATUM ce DH / � sh- q wF 21 s o � FEBRUARY 11 2005 / N/F O O WF#227 FND << # R FND JOSEPH K. OIKELMUS �� 40' SP sp G� `�F' t• .� ,� sh WF#200 0� Q,p .LO 2. WELL & SEPTIC LOCATIONS BASED ON FIELD ASSESSORS MAP 130 6'� O sp WF#222 •14, Q O� ' LOCATIONS, RECORD INFORMATION AND PARCEL 9 ( yG, sh r �ti DOOR TO DOOR ABUTTER INFORMATION. I / 136 CEDAR STREET '1'R ,t° WF, 219 S A # 92 ? IjVF214 3. WETLAND DELINEATION BY NORMAN W. HAYES, PWS #201O WF 221 / 4s�Y f AND BRADFORD HOLMES, PWS OF THE BSC GROUP, ' 1• # INC. ON MARCH 1 04 AN APPROVED TH C C 0, 20 D ROVED BY E IN J WF 02 BENCH M R \ NEW 21 BARNSTABLE CONSERVATION COMMISSION. PREPARED FOR: / /JUDITH T. W RFI V / VERNAL POOL TOP OF 02 ( 220 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON " ASSESSORS P 13 � • i �� ELEV.=83 2 (ASSUME # FIELD WORK PERFORMED ON MARCH 12, 2004. DAVID ROSS WETLAND � 60 WIDGEON WAY PARCEL 1 ��N BD 127 CEDAR S E WF#203 #20 WF 208 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE D 10.00 NC. BOUND "' �• TOWN OF BARN.WF#212 e SOUTH OF THE LOCUS PROPERTY HAS BEEN ' FND FND WETLAND BY-LAW CERTIFIED AS A VERNAL POOL. ALL PROPOSED MASSACHUSETTS O WF•#206 \ WF 209 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 I I WF#210 TO THE VERNAL POOL. ON/F WF 11 C # WF#205XANIEL C. & PATTI M. KELLOG� LOCUS INFORMATION ASSE A�RCELORS M35 AP 130 Gr T, T P- CURRENT OWNER: DAVID M. ROSS, TRUSTEE 5 ` s / CAPE COD CRANBERRY REALTY TRUST 349 Main Street, Route 28, Unit D W. Yarmouth Massachusetts 8 ` O TITLE REFERENCE: BOOK 6890, PAGE 339 02673 \ � y NEW BUFFER IMPROVEMENTS � � \ PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 • / WITHIN B.V.W. 0 S.F. ASSESSORS MAP: 130 D 2006 The BSC Group, Inc. PARCEL: 8 . �' \ 0'-50' 3,250t S.F. ACCESS DRIVEWAY AND ZONING DISTRICT: R SCALE: 1" = 30' F 0 3.75 7.5 15 METERS WELL ONLY SETBACKS: FRONT 30� SIDE 15 0 15 30 60 FEET 50'-100' 6608f S.F. DWELLING, DECK, WALKS REAR 15' OJ _— •/ - / AND SEPTIC. PROJ. MGR.: C. FIELD •�— MINIMUM LOT SIZE: 87,120fS.F. FIELD: D. GAZZOLO / J. MCcARTIN �! EXIST. TOTAL LOT AREA: 149,675±S.F. CALC./DESIGN: K. HEALY ' DRAWN: P. HAGIST / / • OVERLAY DISTRICT: NOT A ZONE II (AP—ZONE) CHECK: D. CRISPIN a . FEMA FLOOD FILE: 8655SEP5.DWG A. ' ` / . ,� ' / • ZONE DISTRICT: ZONE "C" AS SHOWN ON DWG. NO: 5518-03 �... , PANEL #250001 0011 D JOB. N0: 4-8655.00 SHEET 2 OF 2 o: i 1 SEPTIC TANK DETAIL: 1 DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING TRENCH DETAIL: NOT TO SCALE � REVISIONS 500 GALLON SOIL TEST PIT DATA: P-1 0,732 NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS : 5 1. 3/1/05 INCREASE SETBACK f TEST PIT ---#1 TEST PIT #2_- TEST PIT #3 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 36" MAX .COVER NOTES: 1. SEPTIC TANK SHALL BE STEEL TO 75' FROM WETLANDS GIRD. EL. 81.2 GIRD. EL. 83.5 GRD. EL. 85.6 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. FINISHED GRADE EST. HIGH GW. N A EST. HIGH GW. 77.5 EST. HIGH GW. N A 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS NOTES: /// LOAM & SEED DISTURBED AREAS /- \ ` / / 2. 3 2 05 RELOCATE WELL UNLESS UNDER PAVEMENT, DRIVES OR A A A 3-DATE: TRAVELED WAYS, WHEREIN H-20 LOADING ++ + 2» 1. DIST. BOX TO WITHSTAND H-10 LOADING y::y.. ,q:.q.. ,q:.q....j:•V.:." PVC BARRIER i CAP ENDS -, LOAMY SAND LOAMY SAND LOAMY SAND # SHALL APPLY. UNLESS UNDER PAVEMENT DRIVES OR C 6/7/04 4" P'VC.. . ._. . _. ._.4 �ptF 41�VC0.0�' .�. . 10YR 4 3 » 2.5Y 4 4 10YR 4 3 » 3. ALL PIPE CONNECTIONS AND CONCRETE TRAVELED WAYS WHEREIN H-20 LOADING o a .e e a o e a o e a a, e r e o+ e eD aa o e a e e♦ o o a e o 2-24 DIA CONCRETE MANHOLES 4r'a 4!°a gf4pag3.q�°a °kPa �V �"� ��" ���1 � 24'EFFECTIVE DEPTH 12 12 13 CONSTRUCTION SHALL BE WATERTIGHT. SHALL APPLY. ����"�^A�Sb" �Sb �4" °��" � B B B TEST BY: W/ METAL HANDLES BROUGHT 17/0///7ZZz',/zZ//ZZl, [7/v/7//zll0lZzZ//ZZll -�- 15" �` 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE �� o+ e+ e+ e e e+ o•a«a o a e o+ e a e a eae o+ e+ e+o e GENERAL NOTES: LOAMY SAND LOAMY SAND LOAMY SAND THE BSC GROUP 8' 2. PROVIDE INLET TEE OR BAFFLE WHERE �' d°a �aq�a eP °� °tP p, a°tPa°tP MORTAR. TEE TO BE UNDER " 6" 5,5" OUTLETS a '� 2.5Y 6/6 2.5Y 6/4 10YR 5 6 12 MIN. SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1. THIS PLAN IS FOR DESIGN AND » „ WITNESSED BY: M.H. OPENING C R LEVEL BOTTOM 30 EL = 81.5 24 EL = 83.3 28 DAVE STANTON �� ,/ „ ea 'e 'o a'ee e ' eea oea T IN PUMPED SYSTEM. CONSTRUCTION OF THE SEWAGE 16.6' EL - 78.7 3 a ��a DISPOSAL FACILITY ONLY. IrF 4 BOTTOM ON LEVEL 2„ 3. FIRST TWO FEET OF PIPE OUT OF DIST. PROFILEPERC. RATE: " 2. ALL CONSTRUCTION METHODS AND RAISE M.H W -..- 6" MIN. 3 4" TO BOX TO BE LAID LEVEL MATERIALS SHALL CONFORM TO MASS. -�-MIN./INCH 10'-6" SEWER BRICK - STABLE BASE N / 1 1/2 CRUSHED D.E.P TITLE 5 AND LOCAL BOARD „ » - & MORTAR "' N CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE 36" MAX. - 12" MIN. COVER �_ 72 10-0 12 STONE BASE OF HEALTH REGULATIONS. 72 SOIL EVALUATOR CONSTRUCTION SHALL BE WATERTIGHT. 77.5 NORMAL WATER LEVEL PERCHED WATER 78 CRAIG FIELD " �� 3" 5. FILL All UNUSED KNOCKOUTS WITH MORTAR. 2% MIJ. FINISH GRADE 4" MIN. LOAM & SEED 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE C SOIL CLASS: PRECAST SEPTIC TANK 10" 14" 40 OR EQUAL. C MEDIUM SAND INLET TEE 1 5"-1" 30 1/2" 31 MAXIMUM „ 2.5Y 5/6 1 _ _ C a : ls' MIN _ / 4OCATEDRWITHIN 150 FT. OF THELS FINE COMPACT 96 _ » e N -e N PROPOSED LEACHING FACWTY NOR 5 2 4-B 5-8 » a N4-0 MIN. 90'eo+o aN ' - r a2.5YN6 4 C L.T.A.R. - _ Z = LIQUID DEPTH op» I 15 1/2 d RESERVE 24• r 2 MIN. OF 1/8 TO ANY KNOWN WELLS PROPOSED WITHIN / MED. FINE 0.74 G.P.D./SQ.FT. 5*-8" 1 PRECAST DIST. 24 o e+ 1/2" WASHED STONE 150 OF ANY KNOWN LEACHING FACILITY. SA/ND x BOX e e+ �� /�� 5. WITHIN LIMIT OF EXCAVATION REMOVE � " ALL TOPSOIL, SUBSOIL AND OTHER 2.5Y 6 6 3/4 TO 1-1/2 DOUBLE L. NO G. WATER / NO G. WATER 174" 156" 156" y4i •'�`tl'=-'��''"��'•�" ��''-' '•' ��'•'��•-�•'� 2 2 2 2 WASHED STONE (NO FINES) IMPERVIOUS MATERIAL. I EL = 66.7 EL = 70.5 EL = 72.6 a BOTTOM ON LEVEL STABLE BASE �� �-.- 3» TYP 34 TYP 6. REPLACE ALL EXCAVATED MATERIAL WITH #1-DATE: #2-DATE: HIGH GROUNDWATER COMPUTATION PLAN VIEW a w //�� �,y9' //.�y,�,y//,�� 7 1/2 CROSS-SECTION CLEAN GRANULAR SAND, FREE FROM ORGANIC 6 MIN. 3/4 TO -MATERIAL AND DELETERIOUS SUBSTANCES. 6/7/04 6/7/04 BASED ON TP#1 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW MIXTURES AND LAYERS OF DIFFERENT CLASSES ` TEST BY: TEST BY: DEPTH TO WATER 8.0' WF#315 I OF SOIL SHALL NOT BE USED. THE FILL SHALL THE BSC GROUP THE BSC GROUP CONC. BOUND #3118 NOT CONTAIN ANY MATERIAL LARGER THAN INDEX WELL SDW-252 N/F FND WITNESSED BY: WITNESSED BY: WATER LEVEL RANGE ZONE B i /-- TWO INCHES. A SIEVE ANALYSIS, USING A #4 ALI CE A. M CCARTH Y h, � -" F 314 DESIGN CRITERIA: SIEVE, SHALL BE PERFORMED ON A DAVE STANTON DAVE STANTON CURRENT DEPTHOINDEX WELL(5/04) 47.2� ASSESSORS MAP 130 \ '�! REPRESENTATIVE SAMPLE OF FILL. UP TO 45% 9 v BY WEIGHT OF THE FILL SAMPLE MAY BE WATER LEVEL ADJUSTMENT _ .0_ N/F 9 'P PERC. RATE: PERC. RATE: PARCEL SS c •9 �, DESIGN FLOW: RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DEPTH TO ADJUSTED HIGH WATER 6.0 MARGARET SHULTZ / � FS-;� ALSO SHALL BE PERFORMED ON THE FRACTION MIN./INCH MIN./INCH ASSESSORS MAP 131 ,o S F� 4 BEDROOMS AT 110 G.P.B. D 440 G.P.D. I O � OF FILL SAMPLE PASSING THE SIEVE, SUCH WF 3 WF 31 3 O O #4 , SOIL EVALUATOR SOIL EVALUATOR INDICATES PARCEL 25 / ^ -" \ �� OO, 9�Q0'QS F ANALYSES MUST DEMONSTRATE THAT THE CRAIG FIELD CRAIG FIELD INDICATES C PERC. y ESTIMATED _"� ►�' °� `�`` F ,9 FAO MATERIAL MEETS EACH OF THE FOLLOWING SOIL CLASS: SOIL CLASS: TEST SEASONAL HIGH N/F 6, / #312 --_74- S-" •o C SPECIFICATIONS: 1EVEWILFRED TAYLOR '-\ Nth •�� "''�� •,,�• _ ��3' ��`�F,Q REQUIRED SEPTIC TANK: - 10�4,75 MUST mm EFFECTIVE PARTICLE SIZE) GROUND WATER ASSESSORS MAP 131 7 `440 X 200% 880 GAL. INDICATES INDICATES PARCEL 27-1 WF#3 10%-100 % MUST PASS #50 SIEVE LT.A.R, L.T.A.R. UNSUITABLE OBSERVED / 'S O WF#3k?" ��� F SEPTIC TANK PROVIDED: _ SAL. (0.30 mm EFFECTIVE PARTICLE SIZE) _ v G S .FT. El MATERIAL _ R �' -�' '`7 P O%-20% MUST PASS #100 SIEVE G.P D GROUND WATER \ 0.74 G.P.D. SQ.FT. .74 / Q 0 �L• 8 i �- / \ Q- / �C \/ N� •,1�,/ ` / .�-•-)9 �`--�'� - �'�� � (0.15 mm EFFECTIVE PARTICLE SIZE) C) ` SIZE OF LEACHING FACILITY REQUIRED: 0%-5% MUST PASS #200 SIEVE 0.075 m EFFECTIVE PARTICLE SIZE)\P m E DATUM: ,�, I c ) 31 Q i DESIGN PERC. RATE.' <2 MIN./ INCH 7. EXISTING UTILITIES WHERE SHOWN VERTICAL DATUM: ASSUMED # �o O j IN THE DRAWINGS ARE APPROXIMATE. \ #32 LONG TERM APPL. RATE 0.74 G.P.D/S.F. THE CONTRACTOR SHALL BE RESPON- BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 DH / pF ' f SIBLE FOR PROPERLY LOCATING AND / 440 GPD _ 0,74 GPD/SF = 596 S.F. COORDINATING THE PROPOSED CON- GE B. & VICKI L. ELDREDGE FND i STRUCTI ACTIVITY WITH DIG-SAFE WF 09 oN C -- --- \�-- �$3 / ASSESSORS MAP 131 �43 J - AND THE APPLICABLE UTILITY _L �,` i .----- --- -- \ _ � / PARCEL 31 � _ P- ry, r COMPANY AND MAINTAINING THE , , t- �` � / _ S h / (-,SIZE OF LEACHING FACILITY PROVIDED: EXISTING UTILITY SYSTEM IN SERVICE. PROFILE. NOT TO SCALE 32 �'-� ---� / 140 GEDA STREET ,,�, / /� ' I .5 Q• DIG-SAFE SHALL BE NOTIFIED PER 4'33 \/ 9� �� WF 322 308 �6Dt THE STATE OF MASSACHUSETTS ; EL=A '�' WF#118'� `� L�2 .00 / 6 �O # # / ' S , STATUTE CHAPTER 82, SECTION 409 FIRST PIPE LENGTH '"`�..w 6-2 WIDE 2 DEEP 16.6 LONG TRENCH AT TEL. 1-888-344-7233. THE TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL - �`'` \ `s6• / a / �' I ENGINEER DOES NOT GUARANTEE EL=87.8 6" OF FINISHED GRADE. FOR MIN. 2' �(F 117�` R 7 �� / l I '� _ FINISH GRADE WF#119 \ # \ �9 \ A44 ti �� �. , , , , _ THEIR ACCURACY OR THAT ALL 3 , - �---� �o Q,_ ___• / + + EL-86.1 87.5 � 7 4j -•6X<2 2 2 )X16.6 - 597'6 S.F. ' U�UTIES•AND SUBSURFACE STRUCTURES 4" PVC (PERF) f �G'F ` \�'90 O EXISTING � WF#307 / OF :LEACHING AREA ARE SHOWN. LOCATIONS ;AND h a '4jQC, QF " ^ T\ WF S13 /� - O� SF - P 1. ELEVATIONS OF.,UNDE?GRC)UNI Ui1L!Ti" 4" Pvo�' a a \ WELL .� .l 597_.6 x 0,74 'GPD / �� 442 G. r SCH 40FS " 2 -1 8 -3 8 DOUBLE WASHED STONE ti H'.q __ `'�..�` _ / - 4 PVC CH �\. \ \ / / TAKEN FROM RECORD PLANS. THE 2 20R IP FND Qj0 �9 - PROVIDED CONTRACTOR SHALL VERIFY SIZE. 3/4"-1 1 2 DOUBLE WA WF#120 O / j or =6 I=D 4 _7 /� WF#11 \ �\ \ f ,1!34' OFF / WF# 06 y LOCATIOk AND INVERTS OF UTILITIES WF Ti6 / NITRATE LOADING AND STRUCTURES AS REQUIRED PRIOR -E I=G Z I-H WF#113 # WF 115 l WF 24 TO THE START OF CONSTRUCTION. =C 5 OUTLET IaF (�75.9 i fi 149,675t S.F. / 4 BEDROOMS . e DIST. BOX o -J WF 113 11 156' \W -#325 WF�305 t / / _ : 37,418 ± S.F PER BEDROOM >10,000 S.F. 8. THIS SYSTEM IS NOT DESIGNED FOR SEPTIC TANK BOTTOM EL- f N F # 327 WF tS � THE USE OF A GARBAGE GRINDER. / 111 # / .p°� A`GARBAGE GRINDER IS NOT HIGH WATER EL.=K DAVID M. ROSS # 1?y ---s / o� RECOMMENDED DUE TO RECC,�ssZED �, �_ *#303 WF 304 •O / ADVERSE IMPACTS TO THE LEACHING ASSESSORS MAP 130 �' INV=75.9��� '��° ' �302 ` Ix� LOCUS INFORMATION FACILITY. PARCEL 8 , �O -�P 1.r#300 WF#301 62,021±S.F. WETLAND O 1� QP CURRENT OWNER: DAVID M. ROSS, TRUSTEE INVERT ELEVATIONS: I 87,654±S.F. UPLAND _--- � ;5 CAPE COD CRANBERRY R.T. TOP OF FOUNDATION 88.50 A 149,675±S.F. TOTAL 78 r/ q��L O O� 1.0 ' I 4" INVERT AT BUILDING (FULL) 85.67 3.43t ACRES �OQ �/���0�0\ Os� � ____ •, / d TITLE.REFERENCE: BOOK: 6890, PAGE 339 4" INVERT AT BUILDING (CRAWL) 85.37 B SF� PLAN REFERENCE: BOOK 362; PAGE 30 \� - BSCGROUP 4" INVERT AT SEPTIC TANK (IN) 85.17 C RA NBE Y BO �/ j 'yq ���ok IFS �, �� 'j'' ASSESSORS MAP: 130 4" INVERT AT SEPTIC TANK OUT 84.92 D WF#110 �q �� ��o I P: o� �o / PARCEL: 8 6571V�ali>t� Street, (R'T.?.8) Unit 6 (OUT) WATER ELEVATION VARIES �Fs o `� �� �� CFIE�"' ► W.Y ® Massachusetts 4 INVERT AT DIST. BOX (IN) 84.87 E / ROp 5°c No.38o39 ZONING .DISTRICT: RF 4" INVERT AT DIST. BOX OUT 84.70 F CONTROLLED BY SLUICE WAY ®�6 I (OUT) // 73 56' P O�QSE GAR' 4'X ,�� SETBACKS: SIDE FRONT 5' TOWN OF BARN. TLAND BY-LAW 80' 4 EDR M380' �,,,(a DR LL LAND REAR 15' 5087788919 ��� ��1� AN ROP., `' INS. 6 ,� ► PROJECT TITLE: �� �, /1 c J. ER TS AT LEACHING FACILITY: 10 x14 � 1 INVERTS MASSACHUSETTS WETL ND PROTECTION ACT c��/ �� DEC _ q OF / • �/ MINIMUM LOT SIZE: 87,120±S.F 75, i a ,''-- T ANDS D 4" INVERT AT BEGINNING �, Pi / O �' P ! SETBACK z0 wE ( ' EX'IST. TOTAL LOT AREA: 149,675±S.F. SEWAGE DISPOSAL OF LEACHING TRENCH 84.59 G BREAKOUT ELEV 85.1 o WF#109 }00 jtl -4 j �� /� - �, I OVERLAY DISTRICT: NOT A ZONE ii (AP-ZONE) SYSTEM DESIGN 4" INVERT AT END //oQ // ^ 17.1' OF LEACHING TRENCH 84.50 H / Q`N FEMA FLOOD ZONE "C" AS SHOWN ON r / O � � ZONE DISTRICT: PANEL #250001 0011 D N ELEVATION AT BOTTOM 82.50 J PROPOSED -� / 1.P. N/F *,�e� WATER OF LEACHING TRENCH WELL / v �j \ TOWN OF BARNSTABLE ��t LANE ASSEPARCELSORS MAP 30 130 OF LOCUS PLAN: NO SCALE Vf#104 wF#,08 / /' » W. BARNSTABLE ESTIMATED ADJ. GROUNDWATER 77.5 K --� WF 106 5' VACANT LAND OBSERVED GROUNDWATER 75.5 �" # vvr#1 7 ��!" 151' '� TP#2 1 o DAVIDJ. MASSACHUSETTS E - . . J c> CRISPIN to + i o WF#105 / G� j .�`� CIVIL ! 149 #216 5� No.32112 �'� U �T��__l..• _--J i P� . PLOT � _ � _ �. " N L - I O LOCUS w PREPARED FOR: m VARIANCES REQUESTED: ` - PROPOSED #217 PLO #2 t , v O HAYBALES \• f � �� of DAVID ROSS !Q CHAPTER 360, ARTICLE I, SECTION 360-1 WF 26A WF#224 \ /SILTFENCE PLOT#1 / Q• O� i WF21 ' l i 6 3 2Q. 60 WIDGEON WAY M , WF#223 c �'� TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 75 OFF THE yyF 227 DH wq<< wF#218 of w�TFR ( NOTES' Z y' W. BARNSTABLE # FND 4, F. ! ST EDGE OF WETLAND. 100 REQUIRED I ,D • G I. 1. ELEVATIONS BASED ON AN ASSUMED DATUM MASSACHUSETTS N WF#200 WF#222 i��1A. PQ 'VOoaF' 2. WELL & SEPTIC LOCATIONS BASED ON FfIELD Cy (508) 362-8568 TO ALLOW THE RESERVE AREA TO BE 75' � ' /5 1 REQUIRED °� S . LOCATIONS, RECORD INFORMATION AND EXIT 5 RCN Sr DATE. FEBRUARY 11, 2005 = FROM EDGE OF WETLAND. 00 Q WF#219 82 214 DOOR TO DOOR ABUTTER INFORMATION. F ,` M� �VF#201 •o gsti € 5 O� COMP. DESIGN: K. HEALY TO ALLOW THE SEPTIC TANK TO BE 85 FROM �o \<WF#221 f � cqo � G � - �• .� t 3. WETLAND DELENIATION BY NORMAN W. `HIAYES, PWS � F CHECK: D. CRISPIN a EDGE OF WETLAND. 100 REQUIRED. wF 02 BENCHM R \ PLAN VIEW AND BRADFORD HOLMES, PWS OF THE BSC GROUP, INC �Q y w 1 / 21 ON MARCH 10, 2004. QUO � 6 DRAWN: P. HAGIST "? TOP OF ONC. _ v ,� mow• ELEV.=83 2 (ASSUME #220 SCALE: 1 - 30 FEET 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON �� FIELD: D. GAZZOLO / J. MCCARTIN #20 FIELD WORK PERFORMED ON MARCH 12, 2004. 14g >� � FILE NO. 8655-SEP.DWG WF#203 WF 208 WE TL AND 0 15 30 60 FT. > m DWG NO. 5518-03 NC. BOUNrWF#206 - TOWN OF BARN.WF#212 FND FND / WETLAND BY-LAW JOB NO. 4-8655.00SHEET 1 OF 2 a , I i DISTRIBUTION BOX DETAIL: NOT TO SCALE SEPTIC TANK DETAIL: 1 ,500 GALLON LEACHING TRENCH DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-10,732 NO. DATE DESCRIPTION F OUTLETS cJ NOT TO SCALE 1. 3/1/05 INCREASE SETBACK NO. 36" MAX .COVER TEST PIT -#1 TEST PIT -#2- TEST PIT -#3 TEST PIT -�4 FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FROM WETLANDS 855 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. /� FINISHED GRADE . GIRD. EL. 81.2 GIRD. EL. 83.5 GIRD. EL. 85.6 GIRD. EL. REMOVABLE 2" WALLS TEES TO BE CENTERED UNDER MANHOLE COVER. LOAM & SEED DISTURBED AREAS N A 77.5 EST. HIGH GW. N A EST. HIGH GW. 75.1 NOTES: COVER 2. SEPTIC TANK TO WITHSTAND H-10 LOADING / 2. 3/2/05 RELOCATE WELL EST. HIGH GW. �- EST. HIGH GW. UNLESS UNDER PAVEMENT, DRIVES OR b. TRAVELED WAYS, WHEREIN H-20 LOADING CAP ENDS D S , 1 3 07 DECREASE BE 3 A A 1. DIST. BOX TO WITHSTAND H-10 LOADING y;:v..+,v.w..+,q• v....;.•v. '•' 2 / / LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND UNLESS UNDER PAVEMENT, DRIVES OR PVC 94ROM SHALL APPLY. 4" PVC;,,''J •� • -• •-s-:4'�tF 4�VC0.0�' ...�. . YR 4 3 " 2.5Y 4 4 " 10YR 4 3 " 2.SY 4 4 " TRAVELED WAYS WHEREIN H-20 LOADING 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES qo+ o+ o o a o a o+ o o+ ° o a o o+ ° o o o ADD NEW T.HOLE 10 12 12 13 12 CONSTRUCTION SHALL BE WATERTIGHT. � 4 °�P qP° co�o� °, �W/ METAL HANDLES BROUGHT `pub° `'`fib" `gib `�4""'�,d6" `�ecb' ^b 7� 2,V MGM BBB B SHALL"APPLY. T 15» 4. FILL ALL UNUSED KNOCKOUTS NATH TO 6" OF FINISH GRADE ° °a ° ° °c °a °+ ° °a °ahPa a ° 'a�j°�aa'�'°+ � o GENERAL NOTES: AND LOAMY SAND LOAMY SAND LOAMY SAND " A 8" MORTAR. TEE TO BE UNDERIIILOAMY S WHERE � 2. OR BAFFLE 12" MIN. PROVIDE INLET TEE 6 SIGN AND 2.5Y 6/6 2.5Y 6/4 10YR 5 6 2.5Y 6/4 •. 5,5 ounETs 1. THIS PLAN IS FOR DE " " SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR M.H. OPENING LEVEL BOTTOMCONSTRUCTION OF THE 30" 24" 28 C_1 24 IN PUMPED SYSTEM. ea�. • °. oe a eoa lea T ,1IRS. 4 a/ 3" 25' DISPOSAL FACILITY ONLY. SEWAGE EL = 78.7 EL = 81.5 EL = 83.3 SANDY LOAM b ��� ° L- 240- 3. FIRST TWO FEET OF PIPE OUT OF DIST. 4' PROFILE mil 2. ALL CONSTRUCTION METHODS AND 1 OYR 6/6 BOTTOM ON LEVEL » " /- BOX TO BE LAID LEVEL 6 MIN. 3/4 TO 10-6 RAISE M.H W POLY LINER 54" STABLE BASE 1 1/2' CRUSHED SEWER& MORTAR `� "'o MATERIALS SHALL CONFORM TO MASS. D.E.P TITLE 5 AND LOCAL BOARD • EL = 81.0 4. ALL PIPE CONNECTIONS AND CONCRETE CROSS-SECTION STONE BASE " » 36' MAX. - 12» MIN. COVER OF HEALTH REGULATIONS. " 10-0 77.5 _ 72 72 C_2 CONSTRUCTION SHALL BE WATERTIGHT. NORMAL WATER LEVEL 12 " » �' 2% MIN. FINISH GRADE 4" MIN. LOAM & SEED 3. ALL PIPES LOCATED UNDER PAVEMENT PERCHED WATER 78 CA MED/FINE SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 3 /- OR TRAVELED WAY SHALL BE SCHEDULE C 2.5Y 6/478" PRECAST SEPTIC TANK 10" 14" / 40 OR EQUAL MEDIUM SAND 30 1/2" a INLET TEE $ 5'-1" �i, w+xzr+u+ 4. THERE ARE NO LOCATED WITHINK150 FT.WN PRIVATE OF THE C " 2.5Y 5/6 - - - " e » e 5'-8" v PROPOSED LEACHING FACILITY NOR FINE COMPACT 96 75.1 = 125 HIGH GROUNDWATER COMPUTATION 5-2 4-6 4-0 MIN. 90•eew ow < 03/�4 »2.5Y D C BASED ON TP#4 15 1/2 - - » z == LIQUID DEPTH 1 • SERVE 24, 2 MIN. OF 1/8 TO ANY KNOWN WELLS PROPOSED WITHIN MED. / FINE C-3 PRECAST DIST. 5_8 241/2 WASHED STONE 150 OF ANY KNOWN LEACHING FACILITY. 191-10, SAND SANDY LOAM DEPTH TO WATER 12.5' BOX N o °a �� 5. NATHIN LIMIT OF EXCAVATION REMOVE 2.5Y 6 6 1OYR 6/6 INDEX WELL SDW-252 TO 1-1/2" DOUBLE ALL TOPSOIL, SUBSOIL AND OTHER / ed;_: e'�= �e :. oo : e•:e: �:= = 2' 2' 4' WAED STONE (NO FINES) IMPERVIOUS MATERIAL. NO G. WATER NO G. WATER EL = 66.7 174" EL = 70.5 156" EL = 72.6 156" EL = 73.0 - 150" WATER LEVEL RANGE ZONE __J�� °4 BOTTOM ON LEVEL STABLE BASE °a 3" TYP (TYP) 6. REPLACE ALL EXCAVATED MATERIAL WITH CURRENT DEPTHOINDEX WELL(12/O6) 4Z3 - GROUNDWATER COMPUTATION 4-DATE: WATER LEVEL ADJUSTMENT _ 2.1,N 7 1/ PLAN VIEW CROSS-SECTION CLEAN GRANULAR SAND, FREE FROM ORGANIC HIGH GR # 6" MIN. 3/4' TO CROSS-SECTION VIEW 1 2 3 DATE: MATERIAL AND DELETERIOUS SUBSTANCES. #6/7/04 BASED ON TP#1 1/3/07 DEPTH To ADJUSTED HIGH WATER _ 10.4 PLAN VIEW 1 1/2 STONE MIXTURES AND LAYERS OF DIFFERENT CLASSES TEST BY: DEPTH TO WATER 8.p• TEST BY: •32 ��� _ - , OF SOIL SHALL NOT BE USED. THE FILL SHALL � NOT CONTAIN ANY MATERIAL LARGER THAN THE BSC GROUP THE BSC GROUP 92-�_ , 9 ,�� TWO INCHES. A SIEVE ANALYSIS, USING A #4 INDEX WELL SOW-252 ,-... 33 � � SIEVE, SHALL BE PERFORMED ON A WITNESSED BY: WATER LEVEL RANGE ZONE B WITNESSED BY: �`� �-- = - L_� 24. 0 •6 / .�� WF#322 w DESIGN CRITERIA. REPRESENTATIVE SAMPLE OF FILL. UP TO 45% DAVE STANTON CURRENT DEPTHOINDEX WELL(5/04) 47.2 DON DESMARAIS WF#1 18-- -� , -'-'� � ��.0 � ✓' txx � / BY WEIGHT OF THE FILL SAMPLE MAY BE / DESIGN FLOW: ANALYSES 1'\ ..� ----•---. ._._..r- \ I RETAINED ON THE �14 SIEVE. SIEVE C. RATE: WATER LEVEL ADJUSTMENT �_ PERC. RATE: S� - S /�- \ � THE FRACTION PER PERFORMED ON 2 MIN./INCH DEPTH TO ADJUSTED HIGH WATER 6.0 3.3 MIN./INCH ��� p� �6 J OF FILL SAMPLE PASSING THE �64 SIEVE SUCH 117 ,l /� ,�''� 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. , .� s ANALYSES MUST DEMONSTRATE THAT THE SOIL EVALUATOR SOIL EVALUATOR ��� ` 0�,, /'r �`L Q__ MATERIAL MEETS EACH OF THE FOLLOWING INDICATES INDICATES "---._�1�w ~� CRAIG FIELD PERC. ESTIMATED MARK DIBB FQ RD ` ` ��• / �� 7 SPECIFICATIONS: SIEVE / REQUIRED SEPTIC TANK: 100% MUST PASS #4 SOIL CLASS: TEST = SEASONAL HIGH SOIL CLASS: CF EXISTING ,� J WF#307 1 GROUND WATER '9RC' OF �� \ WELL WF 323 �i O 33o x 2ooX _ ,oz=;oo X MUST EFFECTIVE PARTICLE s ) ti 1. N / - 660 GAL. INDICATES INDICATES SEPTIC TANK PROVIDED: 1500 GAL. (0.30 mm EFFECTIVE PARTICLE SIZE) L.T.A.R. OBSERVED L.T.A.R. r2 T $�� / O g _ 0%-20% MUST PASS #100 SIEVE T. El MATERIAL �- GROUND WATER 0.74 G.P.D. SQ.FT. 2 F� I P FN D '! 0.74 G.P.D./SQ.F / �p ,�-'� WF#11 `��`.. •� � ,� ,.1!34' OFF � WIF# O6 OXoSX MUST PASS �00 SIEVE SIZE) SIZE OF LEACHING FACILITY REQUIRED: (0.075 mm EFFECTIVE PARTICLE SIZE) DATUM: WF 113 WF#1 16 \ WF 24 DESIGN PERC. RATE: <2 MIN./ INCH 7. EXISTING UTILITIES WHERE SHOWN # WF#115 I N =75.9 IN THE DRAWINGS ARE APPROXIMATE. VERTICAL DATUM: ASSUMED LONG TERM APPL. RATE 0.74 G.P.D S.F. THE CONTRACTOR SHALL BE RESPON- - F i 149' WF 325 WF 30►5 CCOORDNATING TTHEELPROPO�CON- BENCH MARK SET: TOP OF CONC. BOUND ELEV.-83.02y BO (9 # E - WF#113 I /'- - / 330 GPD + 0,74 GPD/SF - 446 S.F. STRUCTION ACTIVITY WITH DIG-SAFE #327 WF Vim- J AND THE APPLICABLE UTILITY PROFILE. NOT TO SCALE WATER ELEVATION VARIES F#111 �! /- ,�,, +� COMPANY AND MAINTAINING THE �-- SIZE OF LEACHING FACILITY PROVIDED: EXISTING UTILITY SYSTEM IN SERVICE. EL=A FIRST PIPE LENGTH PARCEL 8F#3 0 3 WF 3 O DIG-SAFE SHALL BE NOTIFIED PER TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET,LEVEL CONTROLLED BY SLUICE WAY __ /�A THE STATE OF MASSACHUSETTS EL.-87.8 6" OF FINISHED GRADE. FOR MIN. 2 G�� V 75.9�� / r 300 W 302 \ Cj _ STATUTE CHAPTER 82, SECTION 409 FINISH GRAB 5 �v �P # WF#301 \ �--' f' 3 2 WIDE, � 2 DEEP 25 LONG TRENCH AT TELL 1-888-344-7233. THE `.} 4" PVC (PERF) TOWN 0 F BARN. WETLAND B Y-LAW , �O Q. ' ' ' ' _ ENGINEER DOES NOT GUARANTEE ze ` , THEIR ACCURACY OR THAT ALL �/' i � ,yjDc 3x(2 +2 +2 )x25 - 450 S.F. UTILITIES AND SUBSURFACE STRUCTURES SCHP 40 A 4" PVC C 2'-1 8"-3 8" DOUBLE WASHED STONE AND '��O `. '`�~ ❑F LEACHING AREA ARE SHOWN. LOCATIONS AND .o 78 ��' " 3 4"-, , 2 DOUBLE wA MASSACHUSETTS WETLAND PROTECTION ACT / 4so x o,74 GPD / sF = 333 GPD ELEVATIONS ORECORDRPLANS. UTILITIES z / -B I-D I p �� 51 .0 / - z .u; ''F�C9VI��ED TAKEN FROM RECORD VERIFYSSIZEE _ f :- d 1=G o I=H Q A W h LOCATION AND INVERTS OF UTILITIES I=E w T S "'- NITRATE LOADING .. . , I=C ... � � / �/< (,� AND STRUCTURES AS REQUIRED PRIOR 5 OUTLET I=F L 5 Q / 'Q,9��s bb .---'"� / UPLAND 87,654t S.F. / 3 BEDROOMS To THE START of CONSTRUCTION. Eb DIST. BOX w a BOTTOM EL-J SEPTIC TANK - / �i� �`� O ,9 �" ,,• �� 429,218 ,f S.F PER BEDROOM >14,520 S.F. 10 MIN � � _ / / � � f 8. THIS SYSTEM IS NOT DESIGNED FOR HIGH WATER EL K N/F Q� J Wh / , _\ 3 BEDROOMS ON 87,654 S.F.S.F, 2.8 pprl THE USE OF A GARBAGE GRINDER. 20 DAVID M. R O S S / ``e J` `�S IS NOT 0 p�C Cj yv RECOMMENDED DUE A GARBAGE �TO RECOGNIZED ASSESSORS MAP 130 WF#110 Sp , �G Imo' p•• �� LOCUS INFORMATION , ADVERSE IMPACTS TO THE LEACHING INVERT ELEVATIONS: bb �� I' TOP OF FOUNDATION $8.50 A S � Dc CURRENT OWNER: DAVID M. ROSS, TRUSTEE OF 62,021 ±S.F. WETLAND Sp PROP � CAPE COD CRANBERRY R.T. Cr' ' 4" INVERT AT BUILDING (FULL) 85.60 LAND / sh '9 �r0 GAR, 2)4 X 87,654�S.F. UP /�/ PROSE WELL TITLE REFERENCE: BOOK 6890, PAGE 339 4" INVERT AT BUILDING (PILING) 85.45 B FlA�o CN / Sh G� S 80. DR " No.38039 149,6 7 5±S.F. TOTAL O E D R�Q6' PLAN REFERENCE: BOOK 362, PAGE 30 4 INVERT AT SEPTIC TANK (IN) 85.37 C / pQ/ 73' 9 W LNG ^� BSC GROUP „ .12 D 3.43E ACRES � �Q. P � ASSESSORS MAP: 130 4 INVERT AT SEPTIC TANK (OUT) 85 / Qr �/ / �� �� • QF 8 ,cj �' .Q� / PARCEL: 8 - 349 Main Street, Route 28, Unit D 4 INVERT AT DIST. BOX (IN) 85.02 E / �� � �� �'''� • - �. � t`� /"�- - - �'`' S ZONING DISTRICT: RF W. Yarmouth Massachusetts 4" INVERT AT DIST. BOX (OUT) 84.85 F G �,� O �� WETLAND C P : ��, ,Q P TB ACK T O SETBACKS: FRONT 30' 02673 _ INVERTS AT LEACHING FACILITY: ' 310 -2 \ �00 SE SIDE 15' 0 G .•, � � REAR 15' 5087788919 #109 ,`�'� / ��o ` . <rj PROJECT TITLE: 4 INVERT AT BEGINNING OF LEACHING TRENCH 84.73 G BREAKOUT ELEV 85.3 ---i � �'�� �L• MINIMUM LOT SIZE: 87,120±S.F O F, �Q a NSF 4" INVERT AT END ,,� O / 17.1 TOWN OF BARNSTABLE EXIST. TOTAL LOT AREA: 149,675±S.F. OF LEACHING TRENCH 84.60 H � Q� lij� � - .� � - SEWAGE DISPOSAL ASSESSORS MAP 130 OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) ELEVATION AT BOTTOM \ PARCEL 3O (PRIVATE WELL ON PROPERTY) YSTEM DESIGN 0 J G �P. 82 6 �-'� _ NEW FEMA FLOOD OF LEACHING TRENCH �' ��� T�# VACANT LAND _ - WELL ,/� 10, ZONE DISTRICT. ZONE "C" AS SHOWN ON / PANEL #250001 0011 D ESTIMATED ADJ. GROUNDWATER 77.5 K /�''� ,� MIN F#108 /`� WATER LE LAN E OBSERVED GROUNDWATER 75.5 / " � � ,� M " LOCUS PLAN: NO SCALE BL =I M F#106 / 4 � W. BARNS a �r WF#107 / 15 . `l. � M:zASSACHUSETTS VARIANCES REQUESTED: G� O ,�� 149 a 0 216 c-�F' �` �� Cl v N CHAPTER 360, ARTICLE I, SECTION 360-1 `WE# , �� NI FRA TE TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 73 OFF THE PLOT v L❑cus WF#217 � . ��� JGj� PREPARED F R: EDGE OF WETLAND. 100' REQUIRED b -O "`' ,� o DAVID R SS Y PROPOSED 2 L OBI DING �. �' P PLOT # 0 � _k EON WAY TO ALLOW THE RESERVE AREA TO BE 73 bb HAYBALES J BEDROOMS Fo N FROM EDGE OF WETLAND. 100' REQUIRED W 2 /SILTFENCE PLOT#1 W. BARNSTABLE bb qR sT �� MASSACHUSETTS o A b b / WF 21 Q TO ALLOW THE SEPTIC TANK TO BE 92 FROM 22 2. 8 /7 /7 LO DH 2-8568 o EDGE OF WETLAND. 100' REQUIRED. '9�� WF#218 O TER J a^ _ FND !� ! 'gip, i EXIT 5 cy sT ATE: FEBRUARY 11, 005 CL J �� ���' I• MP. DESIGN: K. HEA Y TI TLE 5: OJ �, So! �G 'GAF C CK: D. CRISPIN WF#222 • ��. Q O� PLAN VIEW �Q o y $ ! O Y DRAWN, P. HAGIST VARIANCE REQUESTED. NONE P` ti i S �Q SCALE: 1' = 20 FEET ENGINEER TO INSPECT BOTTOM �� FIELD: D. AZZOLO / J. MC ARTIN "' RECORDED FROM THE BARNSTABLE C `rt-- 5 ORDER OF CONDITIONS ISSUES AND , �°� WF#219 82 NF 214 OF EXCAVATION AND ENTIRE Dcn r- FILE NO. 865 CONSERVATION COMMISSION IN 2006. p S16�, 0 10 20 40 FT. / f/Z� 14s oD rn • SYSTEM PRIOF� TO BACKFILLING W DWG N0. 5518-03 SHEET , of 2 Pj WF 221 i m JOB NO. 4-8655.00 co R SAMPLE RESULTS ON FILE AT THE BARNSTABLE BOARD OF HEALTH 'S # WATER � CONC. BOUND WF#318 REVISIONS: I ' ' ALICE A. McCARTHY Q �WF314 N F FND h /' NO. DATE DESC. 149 J N/F ASSESSORS MAP 130 �. q 1 . 3/1/05 INCREASE SETBACK Cl) v' MARGARET SHULTZ / PARCEL gsr ���,'b� FROM WETLANDS N _ — 3 ASSESSORS MAP 131 _-� S F S WF#3 WF#313 O 'o S'o ° 2. 3/2/05 RELOCATE WELL Ov L❑CUS .� PARCEL 25 / ~� --._. 00, - --._ / 3. 1 3 07 RELOCATE SEPTIC Z v _._. / /q O N/F •6 74~ S'F 'o, ADD TEST HOLE WILFRED\ 6 OFp3 ��� / ASSESSORS TMAP R131 �� — q�4 PARCEL 27-1 / WF 3 9 EXIT 5 CyVRCN •/ / /� �O G�jO 4 _ ,� • --� WF1#31O N/F 321 4 ti{y� / JOHN G. DOHERTY \�NIF DH # QO N 6 ASSESSORS MAP 131 / 0 5 Q ao ._-- — -` STEPHEN B. & VICKI L. ELDREDGE IF D i WF#'509 __ o �� __ .� — �_ ASSESSORS MAP 131 ,. / J 1 O v m PARCEL 27-2 ____ _�� ON < �/ 3 �� /� ,/ PARCEL 31 r� 149 p--� r %/ _ t- C T / 140 CEDA STREET /� r `�P / ♦ , ' D m / 32 r� 3S 9) �,�^� a'P �CC�O F1EL.D �n WF 11$ ':. L 12 00 G , •p WF#322 #308 No.38039 E 117 �\ R LOCUS / i /� WF#119 `�.' # ... \ q \� O h ry f� y� f g �► uw Fp \, 87----.._. RO\ � �. � _ �F p�O '� /` QUO•----78---' ,�h0• / NOT TO SCALE / i / , I M �F \ \ EXISTING `�WF 307 / i/ A O -� # E R F cy h%q '---.., \ \ i f WELL WF 323 L�1_#O J / R IP FND ` v CB DH /� WF#120 ?00 WF 11 FND / f� / / 4 . — .� # �'`` \ .� �1:�34 OFF ? woO6 WF 116 o / � / � WF#113 # �#1 (� ( WF24- '� f� ( •� PROFESSIONAL LAND SURVEYOR DATE ,� G - p / / '� �, 1 175.9 149' \�WF 325)� eWF�305 h ,--•� ' CRA NBERR Y BOG WF#„3 # l / I #327 WF 6'� - i WATER ELEVATION VARIES #111 1 i = N/F /� /OQO� /, #121 I CONTROLLED BY SLUICE WAY PARCEL 8 - 12� __ --- *#303W 304' ,j Epp PATRICIA V. OLEARY Q '��° " ~ �N1302 / �, V-75.9 / ASSESSORS MAP 130 - � � J/ � /f A W BY-LAW p `t#300 WF#301 PARCEL 6 / i ,� TOWN OF BARN. WETLAND BY L Q. / PO�/� �,. --__ -' / AND 150 \ /� / -�-- --- -- MASSACHUSETTS WETLAND PROTECTION ACT �� �� l 78 lb`ti• /�/ x -� 122 Q / -9 o0 bb y 1g-''� N/F / wh / • / WF#124 DAVID M. ROSS ASSESSORS MAP 130 WF#110 SP ,�, I� �p. �O / / ,,----- tK W43 • �/ WF#125 62,021±S.F. WETLAND / s SD RO 5° / LEGEND 87 654tS.F. UPLAND Sh � GAR. .� 2)4 � • / N/F /� WF#126 Sh "9rYc�OsPRO`PQSE O DR WELL SEWAGE DISPOSAL # 149,675±S.F. TOTAL Q/ � EDROQMu 50.9 X SPOT ELEVATION • '� 4tA o ,3. 3 CRES 73 / ING 'S / C.B. ® CATCH BASIN� / ¢/ �, P .� � SYSTEM DESIGN ROBERT V. AND JOAN M. LEEMAN TRS. • / �� ,/� #5 2 / ��/ �� �� F 88.5 �O _ .� DMH ® DRAINAGE MANHOLE MAP 130 L WA TGIT G�'/ f // PARCEL 7 ( O WETLANDS SMH ® SEWER MANHOLE _ � � �S TORA GE w� n #,09 �G G _-- --:�, � ,Oo' SETBAc� � TMH M TELEPHONE MANHOLE I-00 \"00' / TOWN OF BARN. �' +gam 1`l'�/ LP ° LIGHT POLE WETLAND BY-LAW \ WF#1Q0 0 � �OQ , � 17.1' N/F UPL� UTILITY POLE / LIGHT t WF#11 ` Q4- p TOWN (OF BARNSTABLE UPLT UTILITY POLE / LIGHT & TRANSFORMER \ \ / • P - `^ � �� _#7 wF#t 1 � �' \� �/h� � =._•:- - "_- ASSESSORS MAP 130 UPT'� UTILITY POLE / TRANSFORMER WATER HOLE LANE WF#8 WF 9 WF 02 NEW `c', / T (P. PARCEL 30 UP UTILITY POLE ' \\� PR` `►\ #1 _ =� WF 103 WELL r,,- L,,` #� 10' VAiCANT LAND —0 W — OVERHEAD ELECTRIC LINE W. BARNSTABLE / � \ SEO _E;���� / — _ # WF 104 #108 l� / /� • MIN o EHH ELECTRIC HANDHOLE• / „? �.�, ,- .� . _ -� ~+`-� ��`. -� WF 106 / r- • GMET GAS METER MASSACHUSETTS RqV� -- # Wr 107 y, 115� 4 —G— GAS LINE GV GAS GATE � 7.51' \ C. B ,� P� PLOT y N NI TRA TE WG ® WATER GATE N85 '01"W` C \ — --- WF#217 f • —W WATER LINE FND Sh ~ PROPOSED PLOT #2 LOADING sp ..,,_ # .,../ 2 ,�►. HAYBALES Z \ bb /SILTFENCE PLOT#1 ! �J BEDROOMS NOTES: / P sp SHED SP WF#2 A bb 22 i' ).WF#21 1 p • s DH �Yq Q h'q r t �. C� n rn 1. ELEVATIONS BASED ON AN ASSUMED DATUM CB/DH N/F ) sh WF#227 FND << WF#218 �O F,4 pp FEBRUAW 11 2005 FND JOSEPH K. OIKELMUS ?s do sP sP 2. WELL & SEPTIC LOCATIONS BASED ON FIELD • f / `` \ ASSESSORS MAP 130 •�O, �o SP Sh WF.#200 WF#222 0�1g. Q � , LOCATIONS, RECORD INFORMATION AND PARCEL 9ti sh r P ti0 DOOR TO DOOR ABUTTER INFORMATION. � STREET � �, c O 136 CEDAR S ♦ a°' WF#219 S8• �VFF 214 i0 •o°' A 3. WETLAND DELINEATION BY NORMAN W. HAYES, PWS F#201 6y AN RAF R,5� ��#221 � /y � � H� D B D 0 D HOLMES, PWS OF THE BSC GROUP, INC. ON MARCH 10, 2004, AND APPROVED BY THE N WF 02 BENCHM R . NEW MARiKp. yG BARNSTABLE CONSERVATION COMMISSION. / /UDITH T. W TERFI / • a TOP OF tONC. / VERNAL POOL W 21 DWS PREPARED FOR. ASSESSORS P 13 , Lo ELEV.=83 2 (ASSUME F#220 C11VIl. w DAVID ROSS PARCEL 1 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON \ , °j �'JO•�� FIELD WORK .PERFORMED ON MARCH 12, 2004. WF 20 9 60 WIDGEON WAY B/D 127 CEDAR S E WF#203 # WF 208 WETL AND Q'8'T �.ND — TOWN OF BARN. WF 212 6� 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE NC. BOUND WETLAND BY-LAW # SOUTH OF THE LOCUS PROPERTY HAS BEEN t ' FND FND /WF#206 I �7< . CERTIFIED AS A VERNAL POOL. ALL PROPOSED MASSACHUSETTS / _ WIF 209 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 O S I WF 210# //S/1 ov7 TO THE VERNAL POOL.�� - � N/F � 11 O C # WF#205 XANIEL C. I& PATTI M. KELLOG ASSE SORS MAP 130 LOCUS INFORMATION ca 7:1 BSC • \ ARCEL 35 up a [� / CURRENT OWNER: DAVID M. ROSS, TRUSTEE V • / CAPE COD CRANBERRY REALTY TRUST 349 Main Street, Route 28, Unit D W. Yarmouth Massachusetts L o y P R O VE M E N TS TITLE REFERENCE: BOOK 6890, PAGE 339 02673 ��/^�\ �_ L NEW BUFFER M PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 WITHIN B.V.W. 0 S.F. © 2006 The BSC Group, Inc. a . / • ASSESSORS MAP: 130 PARCEL: 8 Of / SCALE: 1" = 30' • _ \ 0'-50' 3,250t S.F. ACCESS DRIVEWAY AND ZONING DISTRICT. RIF 0 3.75 7.5 15 s / WELL ONLY SETBACKS: FRONT 30' G SIDE 15 0 15 30 60 FEET 50'-100' 6608t S.F. DWELLING, DECK, WALKS REAR 15' cJ �-� AND SEPTIC. PROJ. MGR.: C. FIELD MINIMUM LOT SIZE: 87,120tS.F. FIELD: D. GAZZOLO / J. MCCARTIN EXIST. TOTAL LOT AREA: 149,675±S.F. CALC./DESIGN: K. HEALY W DRAWN: P. HAGIST j 0 / OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) CHECK: M. DIBB Ln • ' / FEMA FLOOD FILE: 8655SEP6.DWG ZONE DISTRICT: ZONE "C" AS SHOWN ON DWG. NO: 5518-04 # PANEL 250001 0011 D SHEET 2 OF 2 •� co JOB. NO: 4-8655.00 0 a T _ _ I I,I I i ----------------------- REVISIONS: NO. DATE DESC. 1. 5/10/06 DECREASE FOUNDATION 2. 9/15/06 INCREASE SONO TUBES 3. 10/15/06 DECREASE BEDROOMS c� SECOND FLOOR w BATH m Q O O BED 3 o O 26 . 0 ' x12 . 0 ' z C6 CLOSET 0 cry O O z Cf� o � z F= � z O z O O O O w U W W = u� Q m HALL o GARAGE ATTIC 6 � 6 � BED #2BASEMENT 13 . 0 x22 . 0AREA w 21 . O ' x 19 . 0 O o 19 . 0 ' x34. 0 ' 0 ' BATH PRELIMINARY 17 . FLOOR PLANS Fn ,. #0 WATER HOLE LANE W. BARNSTABLE M ASSACH U SETTS FIRST FLOOR MARCH 1 2005 LIVING ROOM 36 . 0 ' x16 . 0 ' N M Q1 KITCHEN LAUNDRY MASTER o > a U 24. 0 x16 . 0 7 . 0x7 . 5 BED #1 OUO � � 14. 0 x23 . 0 PREPARED FOR: DAVID ROSS L 60 WIDGEON WAY a W. BARNSTABLE Lo (V MASSAC H US ETTS (508) 362-8568 a N O o BH - BATH C L C SCALE: 1 of 4' a 0 0.5 1 2 was m co -�o 0 2 4 8 FEET a w Lo to CALC./DESIGN: K. HEALY 3 FILE: 8655SEP6.DWG DWG. NO: 5518-05 SHEET 1 OF 1 a JOB. NO: 4-8655.00 REVISIONS SOIL TEST PIT DATA: P-10,732 DISTRIBUTION 60X DETAIL. NOT TO SCALE SEPTIC TANK DETAIL. 1 ,500 GALLON LEACHING TRENCH DETAIL. NOT TO SCALE NO. DATE DESCRIPTION NO. OF OUTLETS 5 NOT TO SCALE 1. 3/1/05 INCREASE SETBACK TEST PIT _ L_ TEST PIT - TEST PIT - _ TEST PIT #4 FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, 36" MAX .COVER GRD. EL. 81.2 GRD. EL. 83.5 GRD. EL. 85.6 GRD. EL. 85.5 " REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PUCE CONCRETE. FINISHED GRADE FROM WETLANDS EST. HIGH GW. N A EST. HIGH GW. 77.5 EST. HIGH GW. N A EST. HIGH GW. 75.1 NOTES: REMOVABLE 2 WALLS 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. LOAM & SEED DISTURBED AREAS COVER UNLESS UNDER PAVEMENT, DRIVES OR 2. 3/2/05 RELOCATE WELL A A A 1. DIST. BOX TO WITHSTAND H-10 LOADING ;.v.,+,o;.v..+,y:.v....;:•v.:•' 2 TRAVELED WAYS, WHEREIN H-20 LOADING LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND UNLESS UNDER PAVEMENT, DRIVES OR eAR1tl� SHALL APPLY. , . .�+ . u. .=4'-MF 4U VC=0.0�' CAP E_ NDS� 3. 1/3/07 DECREASE BED'S „ 2.5Y 4 4 „ 10YR 4 3 „ 2.5Y 4 4 3. ALL PIPE CONNECTIONS AND CONCRETE 4" PVC ---� 10 4 3 TRAVELED WAYS WHEREIN H-20 LOADING w W 2METAIL HANDLES ROUGHT�S o o •�+ e e+ o o+ . -�ee�.e off+ o o e o+ e y+ o o ADD NEW THOLE 12 12 13 B 12 SHALL APPLY. 15 °" °•` "�4` CONSTRUCTION SHALL BE WATERTIGHT. �. gf, � 9 . � 1pr ncv�rN _I- T 4. FILL ALL UNUSED KNOCKOUTS WITH T 6" �F FINISH GRADE + e e • e e e e+ • a+ e e+ e e+ e+ e e♦ e+ e+0 0 LOAM B SAND LOAMY SAND LOAMY SAND LOAMY SAND 2. PROVIDE INLET TEE OR BAFFLE WHERE " a aY 4. 1/19/07 INCR. SETBACKS 2.5Y 6/6 2.5Y 6/4 10YR 5 6 2.5Y 6/4 6" 5,5" OUTLETS 8 MORTAR. TEE TO BE UNDER 1 " MIN. 30" 24" 28" 24" SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR r•v M.H. OPENING LEVEL BOTTOM EL = 78.7 EL = 81.5 EL = 83.3 SANDY LOAM IN PUMPED SYSTEM. �'�°n� e ' A. �c •+ L 2" �iLC �C $,/ 3" 23. 5. 2/21/07 "CERTIFIED"V.POOL lOYR 6/6 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM ON LEVEL " RAISE M.H W�L. 40 mil GENERAL NOTES: 4� PROFILE POLY LINER BOX TO BE LAID LEVEL. STABLE BASE 6 MIN. 3/4 TO 10-6 SEWER BRICK 1. THIS PLAN IS FOR DESIGN AND 54" 1 1/2' CRUSHED ' ' '' ==� ' CONSTRUCTION OF THE SEWAGE -S- „ 72" EL = 81.0 4. ALL PIPE CONNECTIONS AND CONCRETE GROSS-SECTION STONE BASE 10'-0" & MORTAR 12" ..: 36" MAX. - 12" MIN. COVER DISPOSAL FACILITY ONLY. 77.5 v 72 C_2 CONSTRUCTION SHALL BE WATERTIGHT. NORMAL WATER LEVEL PERCHED WATER 78" MED/FINE SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 3" /2% MIN. FINISH GRADE 4" MIN. LOAM & SEED 2. ALL CONSTRUCTION METHODS AND C 2.5Y 6/478„ PRECAST SEPTIC TANK 10" 14~ " / D.E.PMATERTITLE 5 AND LOCIALS SHALL CONFORM BOARp ASS. MEDIUM SAND 30 1/2" r INLET TEE 5-1 ,3d NMxIMUM OF HEALTH REGULATIONS. 2.5Y 5/6 _ - _ G' is Mna 3. ALL PIPES LOCATED UNDER PAVEMENT FINE COMPACT - 96" 75.1 = 125 HIGH GROUNDWATER COMPUTATION 5'-2" 4'-s" ' " OR TRAVELED WAY SHALL BE SCHEDULE ` 4'-0" MIN. �eo+o ON -� 5-8 " . SAND BASED ON TP#4 15 1/2" - - - z = LIQUID DEPTH ° 2 MIN. OF 1/8 TO 40 OR EQUAL. 2.5Y 6/4 C " t «) SERVE 24' MED. / FINE C-3 PRECAST DIST. 5-8 24 1/2 WASHED STONE SAND SANDY LOAM DEPTH TO WATER _ 12.5'_ BOX o e+ ° e+ 4. THERE ARE NO KNOWN PRIVATE WELLS 1 ND 6 6 _ a o !`� " LOCATED WITHIN 150 FT. OF THE 2.5Y 6 6 / INDEX WELL W 252 „ : .• d._. ... 3/4 TO 1-1/2- DOUBLE PROPOSED LEACHING FACILITY NOR NO G. WATER / NO G. WATER - _ 174" 156" = 156" EL = 73.0 - 150" WATER LEVEL RANGE ZONE WASHED STONE (NO FINES) ANY KNOWN WELLS PROPOSED WITHIN EL = 66.7 EL = 70.5 EL 72.6 CURRENT OEPTHa1NDEX WELL(12/06}_ 47.3r 1/ e a BOTTOM ON LEVEL STABLE BASE e+ 3" � ��) 150' OF ANY KNOWN LEACHING FACILITY. #1-2-3-DATE: HIGH GROUNDWATER COMPUTATION #4-DATE: WATER LEVEL ADJUSTMENT _ 2.1'N PLAN VIEW s" MIN. 3/4" To " 'S •-� 5. WITHIN LIMIT OF EXCAVATION REMOVE 6/7/04 BASED ON TP#1 1/3/07 DEPTH TO ADJUSTED HIGH WATER 10.4 PLAN VIEW 1 1/2" STONE CROSS-SECTION VIEW CROSS-SECTION ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL. TEST BY: TEST BY: 6. REPLACE ALL EXCAVATED MATERIAL WITH DEPTH TO WATER 8.0 THE BSC GROUP - THE BSC GROUP 32 �\'� _� . �� CLEAN GRANULAR SAND, FREE FROM ORGANIC INDEX WELL SDW-� �..,, � ' MATERIAL AND DELETERIOUS SUBSTANCES. WITNESSED BY: WATER LEVEL RANGE ZONE B WITNESSED BY: `. �� - --� „� L_124.33 °�� WF 322 w DESIGN CRITERIA: MIXTURES AND LAYERS OF DIFFERENT CLASSES DIVE STANTON CURRENT DEPTHaNDEX WIELL(5/o4) 47.2 DON DESMARAIS '�..�_ WF 118`` 1 --._ -� 00 /'� / O # /, OF SOIL SHALL NOT BE USED. THE FILL SHALL WATER LEVEL ADJUSTMENT 2.0 "`� # "`� `-- _ _ \ tc� / j_ NOT CONTAIN ANY MATERIAL LARGER THAN PERC. RATE: PERC. RATE: DEPTH TO ADJUSTED HIGH WATER 6.0' S DESIGN FLOW: TWO INCHES. A SIEVE ANALYSIS, USING A �14 - MIN./INCH 3.3 MIN./INCH `\� \� ''!. `S6• , /� 3 BEDROOMS AT 110 G.P.B. D 330 G.P.D. SIEVE, SHALL BE PERFORMED ON A "-_- #117 `` R,q ,/�, ww\\ REPRESENTATIVE SAMPLE OF FILL. UP TO 45% SOIL EVALUATOR SOIL EVALUATOR ``�� \ (/ \�`' �. � A\ BY WEIGHT OF THE FILL SAMPLE MAY BE RAIG FIELD INDICATES INDICATES MARK DIBB �---� �� �'�'' lb J RETAINED ON THE #4 SIEVE. SIEVE ANALYSES C PERC. v ESTIMATED RD\ 7 ALSO SHALL BE PERFORMED ON THE FRACTION SOIL CLASS: TEST - SEASONAL HIGH SOIL CLASS: �'F \ �� \ `` / EXISTING �' ' " ��WF 307 REQUIRED SEPTIC TANK: OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH 1 GROUND WATER q�c 0,� \ \ \ ~' WELL WF 323 'Z O, 330 X 200'/. = ANALYSES MUST DEMONSTRATE THAT THE 660 GAL. MATERIAL MEETS EACH OF THE FOLLOWING INDICATES INDICATES � � /� �. / ' L.T.A.R. UNSUITABLE v OBSERVED L.T.A.R. J2 T \ 0"""�-•- \ \ / O� SEPTIC TANK PROVIDED: _ 500 AL. SPECIFICATIONS: ® _ 100 X MUST PASS #4 SIEVE Q 74 G.P.D./SQ.FT. MATERIAL GROUND WATER 0.74 G.P.D./SQ.FT. 20o R WF#11 --►., /� P FN D ,, / � (4_75 mm EFFECTIVE PARTICLE SIZE) \ / ,1.34 OFF /`� / WVF#�06 SIZE OF LEACHING FACILITY REQUIRED: 1OX 100 X MUST PASS #50 SIEVE 16 (0.30 mm EFFECTIVE PARTICLE SIZE) DATUM: WF#113 WF#1 -- WF 24 WF#115 DESIGN PERC. RATE: <2 MIN./ INCH 0X-20 X MUST PASSt100 SIEVE VERTICAL DATUM: ASSUMED IN 75.9 LONG TERM APPL. RATE 0,74 G.P.D/S.F. OXo5X MUST PASS #00 SIEVE ��) BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02CI?A y BOG F � 148 \WF 325 .y' WF 3105 ro.o75 mm EFFECTIVE PARTICLE SIZE) WF#113 # ,-� 330 GPD + 0,74 GPD/SF = 446 S.F. 7. EXISTING UTILITIES WHERE SHOWN �,. IN THE DRAWINGS ARE APPROXIMATE. PROFILE: NOT To SCALE WATER ELEVATION VARIES F 111 #327 WF �--�"# � THE CONTRACTOR SHALL BE RESPON- J� SIBLE FOR PROPERLY LOCATING AND EL.-A F 303 SIZE OF LEACHING FACILITY PROVIDED: COORDINATING THE PROPOSED CON- TOP FOUNDATION CONCRETE COVERS TO WITHIN To BE PSET LENGTH CONTROLLED BY SLUICE WAY PARCEL 8 _ c� r --~� # W F 3 0 AND THE ACTIVITY WITH DIG-SAFE .=87.8 FOR MIN. 2' � V-75.9 � � �p �'�` W 302 � � rr AND THE APPLICABLE UTILITY EL 6 OF FINISHED GRADE. / Gj COMPANY AND MAINTAINING THE FINISH GRADE `�� t #300 F 301 �``- ---'' 3-2,5' WIDE, 2' DEEP, 23' LONG TRENCH EXISTING UTILITY SYSTEM IN SERVICE. 61-87 54 .PVC (PERF) TOWN 0F BARN. WETLAND BY-LAW , �� r DIG-SAFE SHALL BE NOTIFIED PER 1*- i P e- 4 PV Q �` r � � �� 3X(21+21+2,51)X25' = 44$ S.F. THE STATE OF MASSACHUSETTS H =4- H 2 -1 8 -3 8 DOUBLE WASHED STONE AND �� O / \. __- STATUTE CHAPTER 82, SECTION 409 REA AT TEL 1-8813-344-7a.33. Tt{R �, 3 4"-1 1 2 DOUBLE A T CTI DN ACT / A 78 ��,• 44 X 0� LEP CH%NG A_ E C4NECV-er pror e� ereanfti .. � : Z / MASSACHUSETTS WETLAND PRO E 8 o G D SF 331 GPD THEIR ACCURACY OR THAT ALL D : a_ =B \I-D Q f�p 51 '0 r PROVIDED UTILITIES AND SUBSURFACE STRUCTURES d �„• I=C I=E I G w o I=H �Q/ �' A,(1 Wh ___ ---`� / NITRATE ARE SHOWN. LOCATIONS AND C ��f \ O I E LOADING ELEVATIONS OF UNDERGROUND UTILITIES e • - 5 OUTLET I=F � g � C> .e: DIST. BOX Q b b ' / J 3 BEDROOMS TAKEN FROM RECORD PLANS. THE SEPTIC TANK w Q BOTTOM EL.- / \ ��j OS UPLAND 87,654t S.F.S,F, 10 MIN / / �� F� O \ �- ' t ..✓� , 429,218 t S•F PER BEDROOM >14,520 S.F. CONTRACTOR SHALL VERIFY SIZE, HIGH WATER EL- K N �' O O J t _ LOCATION AND INVERTS OF UTILITIES 20' / �� yy 3 BEDROOMS ON 87,654 S.F. = 2,8 ppM AND STRUCTURES AS REQUIRED PRIOR DAVID M. R 0 S S F 11 \ ��F FS i�-� � �X TO THE START of CONSTRUCTION. " ASSESSORS MAP 130 W # 0 Sp \ � , bb `00°��tx LOCUS INFORMATION 8. THIS SYSTEM IS NOT DESIGNED FOR ELEVATIONS. \ THE USE OF A GARBAGE GRINDER. INVERT S ` tK CURRENT OWNER: DAVID M. ROSS, TRUSTEE A GARBAGE GRINDER IS NOT TOP OF FOUNDATION 88.50 A �HDF r 62,021 ±S.F. WETLAND '� r Sp PROP A �G / � RECOMMENDED DUE TO RECOGNIZED r ,Q \ , CAPE COD CRANBERRY R.T. ADVERSE IMPACTS TO THE LEACHING 4" INVERT AT BUILDING (FULL) 85.60 ��MARKD 9cyG / Sh '� "/_ GAR. ' i 2)4 x FACILITY. o �, 87,654fS.F. UPLAND �9 FA R SE �` �' TITLE REFERENCE: BOOK 6890, PAGE 339 4" INVERT AT BUILDING (PILING) 85.45 B Q DISB CFA� �C S / DR WELL " R AT SEPTIC TANK IN 85.37 C " No.I45937 �' No.38039 149,675±S.F. TOTAL O/ / Sh .3 DRC ivi�3�0' •'� PLAN REFERENCE: BOOK 362, PAGE 30 4 INVERT VE T ( ) o e � / P/ / � 9,2- f ►� A �� ,STE��. 3.43E ACRES 75 B EN-8 G .� ,� / . 4 INVERT AT SEPTIC TANK (OUT) 85.12 D � �� �y <t, Q�, •� ASSESSORS MAP. 130 E ss�c nth' Lim G� � �� ��, .`� • � 5 � J •0 �/ PARCEL: 84 INVERT AT DIST. BOX (IN) 85 02 f G / • • / � __ 349 Main Street, Route 28, Unit D 4" INVERT AT DIST. BOX (OUT) 84.85 F ` � �� _ G �<�" O • �" -�LAN�s ZONING DISTRICT: RF W. Yarmouth Massachusetts C� V1IIE SETBACKS: FRONT 30' o P P AC TO 02673 INVERTS AT LEACHING FACILITY: ?�U/ 2 �z 07 O - 00 SETS N/F SIDE 15' 5087788919 4" INVERT AT BEGINNING #109 ,`�r� �� TOWN OF BARNSTABLE REAR 15 OF LEACHING TRENCH 84.72 G BREAKOUT ELEV 85.3 -1 \� �� '�� ��' ASSE`.SSORS MAP 130 MINIMUM LOT SIZE: 87,120tS.F PROJECT TITLE: 0 ��- �Q �� PROPOSED 4" INVERT AT END ,,`�O 17.1 1500 GALLON „ IPARCEL 30 „ EXIST. TOTAL LOT AREA: 149,675±S.F. OF LEACHING TRENCH 84.60 H m Q 4j0 VACANT LAND SEWAGE DISPOSAL SEPTIC TANK OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) ELEVATION AT BOTTOM ` � \'=•- •�' `� G = (PRIVATE WELL ON PROPERTY) SYSTEM DESIGN 82.60 J - OF LEACHING TRENCH NEW T?#fy\`y�f( PROPOSED „D" BOX FEMA FLOOD ESTIMATED ADJ. GROUNDWATER 77.5 K WELL , ,�' q� ZONE DISTRICT- ZONE C AS SHOWN ON / PANEL #250001 0011 D OBSERVED GROUNDWATER 75.5 / 1 'x .5' F#108 PROPOSED (3) 23 2 WATER HOLE LANE { M ,,.� \MIN LEACHING TRENCHES LOCUS PLAN. NO SCALE BOARD OF HEALTH VARIANCES GRANTED. 2�14�07 F#106 / 2 2 W. BARNSTABLE WF#107 1592 a CHAPTER 360, ARTICLE I, SECTION 360-1 / ,` ' PROPOSED (3} 23 x2.5 �� MASSACHUSETTS TOWN OF BARNSTABLE: 1 TO ALLOW LEACHING SYSTEM TO BE 75' OFF THE -r -� �, ' LEACHING TRENCHES (RESERVE} ,� 149 - ( ) 216 N t EDGE OF WETLAND. 100' REQUIRED �- ,�' # P� PLOT 03 LOCUS r '� , v <v PREPARED FOR: Y TO ALLOW THE RESERVE AREA TO BE 75' b WF#217 -p ` 4z oJ) FROM EDGE OF WETLAND. 100 REQUIRED PROPOSED PLOT 2 l NI TRA TE .r DAVID Ross ,'' bb ►. HAYBALES f�� O 6 cF y' ?�P 60 WIDGEON WAY o FROM W 2 '� �qR �� W. BARNSTABLE TO ALLOW THE SEPTIC TANK TO BE 92 FR bb /SILTFENCE PLOT#1 L OA DING F WETLAND. 100' REQUIRED. A bb WF 21 ' Sr N EDGE 0 22 MASSACHUSETTS N Gy q T (508) 362-8568 DH WF 218 of FR J BEDROOMS TITLE 5: FN D << # EXIT 5 cy sT DATE: FEBRUARY 11, 2005 W J Off' '�,�� �,�� I �' 28 m �� M/4� COMP. DESIGN: K. HEATY VARIANCE REQUESTED: NONE OJ N /�/� �� C,qA WF#222 ' '�' PQ �Q , PLAN UI E W Q� F y CHECK: D. CRISPIN LU ORDER OF CONDITIONS ISSUED AND RECORDED FROM THE BARNSTABLE CERTIFIED Q��� Ln g DRAWN: P. HAGIST W CONSERVATION COMMISSION IN 2006. S F 214 SCALE: 1' = 20 FEET ENGINEER TO INSPECT BOTTOM D FIELD: D. GAZZOLO / J. MCcARTIN WF#219 82 VERNAL P00 �� AB E BOARD OF HEALTH. .p°� OF EXCAVATION AND ENTIRE 149 0� FILE NO. 8655SEP7.DWG 8 WATER SAMPLE RESULTS ON FILE AT THE BARNST L 6 0 10 20 40 FT, D �°' WF#221 SYSTEM PRIOR TO BACKFILLING DWG N0. 5518-03 LD SHEET 1 OF 2 g 3 BEDROOM DEED RESTRICTION TO BE RECORDED AT REGISTRY OF DEEDS. Gj JOB NO. 4-8655.00 a I CONC. BOUN315 D° #318 REVISIONS: N/F FND N0. DATE DESC. 149 ' / MALICE A. McCARTHY h WF.,#314 N/F ASSESSORS MAP 130 q�q� 1. 3/1/05 INCREASE SETBACK 3 N • / MARGARET SHULTZ / PARCEL `rF 'p�c�y� O fj ASSESSORS MAP 131 LOCUS WF 3fg WF 313 O 'c `r0�� 2. 05 ROM A ET LANDS O '/ PARCEL 25 / # # .O qA .Q F / _ 3/2/ R ELOC E WELL 3. 1/3/07 RELOCATE SEPTIC N/F 6 # � 74-� �S'R �A�Lk _ ADD TEST HOLE \ g CF 3 �?�� / WILFRED TAYLOR 4 ASSESSORS MAP 131 -.�,�, ��. 4.— 1/19/07 INCREASE SETBACK q \ '\ PARCEL 27-1 3 WF 2Q - RS1 .�- # �5 O 1NF#31't` �b P�� G F — FROM WETLANDS .� �.1,• -'`f �' 5. 2/21/07 "CERTIFIED" VERNAL POOL EXIT 5 cy •/ � 4/ � �4�� � �O — AN \ ✓ WF#310 N/F #32 OyQ f 0 Ily JOHN G. DOHERTY /F DH ! F 0 9 QQ�- w 6 ASSESSORS MAP 131 STEPHEN B. & VICKI L. ELDREDGE FND i v PARCEL 27-2 -� ---- --- -� g / / / \ 09 O pz < / '� ,�t - -� '� \ ``'� - - �•�--`� ,e' ASSESSORS MAP 131 149 >U)0­4 rr-- / �i '�- L `, `,,,- PARCEL 31 > � /,� / ? T _'�___ / �,, 140 CEDA STREET ,yt�, t �� CRAIG A. ► �-' / / � '``.�- '�,. �`'——•—-� 4.33. \ 9) � ,� � 6� NO. 8039 N WF#119--- ---� t. moo d,1. �° �p WF#322 #305 ' 5�` LOCUS �- / ,d WF#119 #117 \Rq \� O f �j, ✓ , l o, �►�► NOT TO SCALE ?1 -� �� R \ f' �' 6 "' vO-,_.7g..._..� / /�/ / Mq CF \ q - / EXISTING ` `WF#307 / Roy y,,q `'•---.... \ \ ` i WELL WF 323 Z/ O / / R O , CB DH f WF 120 �Op IP FND Q� 'I FND / `� '� # 4 -_._. WF#11 \� �`�+.� \ �,' �T'.34' OFF WF#$06 '� �• �,��•...� 21.2/�0 7 /�I WF# 113 WF#11 WF#1 6 \ WF#�24- PROFESSIONAL LAND SURVEYOR DATE� \ � � � I •� - • IN 75.9 WF#113 � 148' \,WF#325 WF305 / CRA NBERR Y BOG A� WATER ELEVATION VARIES 111 #327 WF • / N/F / / OQ4� #121 PARCEL 8 # r2� -� _-- - #303`�F 04 .00 PATRICIA V. OLEARY Q� ,/ / CONTROLLED BY' SLUICE WAY `- `'" 302 ,/ �h ASSESSORS MAP 130 /' �,�, V=75.Q��' MA r# 03# 0 #301 - , " A � 5 OF M PARCEL 6 / / / / TOWN OF BARN. WETLAND BY-LAW �O �� / may' �y Pp!/�� f- -� ` �✓ /r MARK AND ,�FjO `� ' R�— Qi _ CIS D MASSACHUSETTS WETLAND PROTECTION ACT ��O � � ( 7� ,f �'� S CIVIL N 51.0' / / No.45937 OOF ,r' 122 / WF#123 / / a N/F WF#124 DAVID M. ROSS / ASSESSORS P WF#110 SSESSO S MA 130 sp �\ bb 43 wF#125 62 021±S.F. WETLAND s 'O1 . sp RO JG `'� LEGEND / �1 /1 7 4f P sh GAR. �Q 2)4 / • Q' / / j� wF 126 8 ,65 S.F. UPLAND '4iyCAs R SE DR WELL SEWAGE DISPOSAL JK N F / • - r/ f'17`�- # 149,675±S.F. TOTAL �/� sh 9 C e3 DROOful�s 0' 50.9 X SPOT ELEVATION ROBERT V. AND JOAN M. LEEMAN TRS. JQ' / /� ,/ �• ' 2 3.43t ACRES �4 75 ,Q, ING ,�'S / C.B. ® CATCH BASIN SYSTEM DESIGN ASESSORS MAP 130 / ' / ,/ f #5 ` f/ ���/ /� �� �� ,�! �ry0 DMH ® DRAINAGE MANHOLE 1000, PARCEL 7 / • ! #6 WA TER , �' Q` /` O . P ' SE ACK TO WETLANDS SMH ® SEWER MANHOLE � STORAGE TMH � TELEPHONE MANHOLE / o #109/ ���0 �� I G �� 100 TOWtN OF N/F LP LIGHT POLE / TOWN OF BARN. \ WF 0 O w�. PROPOSED ASS)ES'SORS MAP 130 UPL UTILITY POLE LIGHT WETLAND BY-LAW #1 f 11 100 . �? 17.1' N PARCEL 30 / . WF 11 Q- p -� 1500 GALLON " UPLT UTILITY POLE / LIGHT & TRANSFORMER #7 # �+ Q h SEPTIC TANK VACANT LAND WF WF#?� WF 02 r ,� / ::.. =. UPT UTILITY POLE TRANSFORMER WATER HOLE LANE �.� WF#9 #10 m NEW or f �,�-° ''' / T�# ':' PROPOSED "D" BOW UP � UTILITY POLE \ PR \' . WF#103 WELIL —OH OVERHEAD ELECTRIC LINE W. BARNSTABLE \ f o EHH ELECTRIC HANDHOLE T FE -� WF 104 #108 , - 1 PROPOSED (3) 23 )x2.5 > L '� -_ �., • + -..�,� W�� # \u IN LEACHING TRENCHES 0 GMET GAS METER MASSACHUSETTS / �4� `�- _._,.� -��,-�_ h, .-`�•... ~-. WF#106 —G— GAS LINE / , r,�. \ AVEL` �• WF#107 15� PROPOSED 3 23'nc2.5' ev #105 �, Al O LEACHING TRENCHES (RESERVE) D4 GAS GATE ..� / P� PLOT y WG ® WATER GATE F57. C C. B r . 51 N85 '01" \ --- WF#217 —W— WATER LINE \; ..,�„�� FND sh ` IPROPOSED PLOT 2 � •° / sp . _ WF �' bb IHAYBALES IWWF �ht 2 SILTFENCE PLOT 1 r NOTES: P 1 sp SHED sP WF#2 A bb bb / #� / ;2, 1LO�qO/NG sp `� 22DH wF1. ELEVATIONS BASED ON AN ASSUMED DATUM CB DH sh q wF 218 3 BEDROOMS/ � � � N/F - � Q WF#227 FND << # o R � FE6RUARY 11 , 2005 FND f � \ � JOSEPH K. OIKELMUS �?s �O sP sP r O • °� \, ASSESSORS MAP 130 ��, WF#200 222 Orr �, ti ti N 2. 8 ppm 2. WELL & SEPTIC LOCATIONS BASED ON FIELD SLOCA PARCEL 9 O�ti P sh � • d # ¢ PQ ERTIFIED DOOR�T DOOR ABUTTER OO S, RECORD INFORMATION INFORMATION. 136 CEDAR STREET � �. c sp WF#219 S8? VERNAL P00INF214 3. WETLAND DELINEATION BY NORMAN W. HAYES, PWS #201 VyF 221 �G . I AND BRADFORD HOLMES, PWS OF THE BSC GROUP, 1. g # .� INC. ON MARCH 10, 2004, AND APPROVED BY THE N 0 ,� WF 02 BENCHM %!K'.* \ BARNSTABLE CONSERVATION COMMISSION./JJUDITH T. W RFI a TOP OF C. / 21 PREPARED FOR: `\ ASSESSORS P 13 ELEV.=83 2 (ASSUME #220 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON DAVID ROSS °� FIELD WORK PERFORMED ON MARCH 12, 2004. 6/D I _/ 127 CEDAR L S E / � �• wF#203 �#20 / 60 WIDGEON WAY WF 208 METLAND ND / . _,,,_�_ _ 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE NC. BOUND TOWN OF BARN. WF#212 6' ' FND FND ' i� - WETLAND BY-LAW � SOUTH OF THE LOCUS PROPERTY HAS BEEN MASSACHUSETTS O WF#206 CERTIFIED AS A VERNAL POOL. ALL PROPOSED _WF 209 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 N ` � I �i� • / � /' WF#210� TO THE VERNAL POOL. M O t XANIEL N/F# WF#205 C.�& PATTI M. KELLOG LOCUS INFORMATION a \ ASSESSORS MAP 130 ` GROUP i ARCEL 35 *1 BS UA ° CURRENT OWNER: DAVID M. ROSS, TRUSTEE 349 Main Street Route 28, Unit D CAPE COD CRANBERRY REALTY TRUSTk-S A W. Yarmouth Massachusetts TITLE REFERENCE: BOOK 6890, PAGE 339 t \ NEW BUFFER IMPROVEMENTS 02673 PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 Q / WITHIN B.V.W. 0 S.F. ASSESSORS MAP: 130 2006 The BSC Group, Inc. N ` • / • \ / / PARCEL: 8 LO SCALE: 1" = 30' 0'-50' 3,250t S.F. ACCESS DRIVEWAY AND ZONING DISTRICT. RF o 3.75 7.5 15 MEMRS SETBACKS: FRONT 30; a G� WELL ONLY SIDE 15 0 15 30 60 FEET zi�,J , 50'-100' 6608t S.F. DWELLING, DECK, WALKS REAR 15' _ AND SEPTIC. PROJ. MGR.: C. FIELD CL •` �� / - MINIMUM LOT SIZE: 87,120tS.F. FIELD: D. GAZZOLO / J. MCcARTIN / • 4- EXIST. TOTAL LOT AREA: 149,675±S.F. CALC./DESIGN: K. HEALY W • / DRAWN: P. HAGIST V) OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) CHECK: M. DIBB FILE: 8655SEP7.DWG FEMA FLOOD a • ,` . �. ZONE DISTRICT. ZONE "C" AS SHOWN ON DWG. NO: 5518-03 • , ...• PANEL #250001 0011 D JOB. N0: 4-8655.00 SHEET 2 OF 2 SOIL TEST PIT DATA: P-10 732 DISTRIBUTION BOX DETAIL: NOT TO SCALE SEPTIC TANK DETAIL: 1 ,500 GALLON LEACHING TRENCH DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NO. OF OUTLETS 5 NOT TO SCALE 1. 3/1/05 INCREASE SETBACK TEST PIT #1- TEST PIT 12- TEST PIT #3 TEST PIT #4 FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, 36" MAX .COVER GRD. EL. 81.2 GRD. EL. 83.5 GRD. EL. 85.6 GRD. EL. 85.5 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. _ FROM WETLANDS REMOVABLE 2" WALLS TEES TO BE CENTERED UNDER MANHOLE COVER. FINISHED GRADE EST. HIGH GW. N/A EST. HIGH GW. 77.5 EST. HIGH GW. N/A EST. HIGH GW. 75.1 NOTES: COVER 2. SEPTIC TANK TO WITHSTAND H-10 LOADING LOAM & SEED DISTURBED AREAS 2. 3 2 05 RELOCATE WELL UNLESS UNDER PAVEMENT, DRIVES OR / / A A A A 1. DIST. BOX TO WITHSTAND H-10 LOADING ti;,y .y;,y .�;,y , �;.y ;, 2* TRAVELED WAYS, WHEREIN H-20 LOADING LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND UNLESS UNDER PAVEMENT, DRIVES OR avc a SHALL APPLY. CAP ENDS 3. 1/3/07 DECREASE BED'S T 3. ALL PIPE CONNECTIONS AND CONCRETE 4' PVC-•-� • •-�-_ • �• •�s4'�F �B 4'�VC�D,O�' 10YR 4 3 12" 2.5Y 4 4 12" 10YR 413 13" 2.5Y 4 4 12" TRAVELED WAYS WHEREIN H-20 LOADING T CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES q'�q• c�°oa•°q°�a• +•• r�+ °+ °+ ADD NEW THOLE B B B B SHALL APPLY. -F 15 W/ METAL HANDLES BROUGHT �+b bib 4 4t� ��b• 'fib°• bib. �b�b p4, � �, LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH TO s OF FINISH GRADE °+ °+ °+ ° ° ° °+ ° °+ ° °+ ° °+ °+ ° .+ °+ °+° ° » A' 8' MORTAR. TEE TO BE UNDER " e a q,P a�'a 4. 1 19 07 2. PROVIDE INLET TEE OR BAFFLE WHERE / / INCR. SETBACKS 2.5Y 6/6 2.5Y 6/4 10YR 5 6 2.5Y 6/4 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 6 5,5 OUTLETS M.H. OPENING 1 MIN' j 30" 24" 28" _ 24" .y•• LEVEL BOTTOM 5. 2/21/07 "CERTIFIED"V.POOL EL = 78.7 EL = 81.5 EL = 83.3 SANDY LOAM IN PUMPED SYSTEM. n$ e e �oe+ /fiC` �' 3» �' 23• lOYR 6/6 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM ON LEVEL 2 RAISE M.H W� 4" PROFILE mil GENERAL NOTES: BOX TO BE LAID LEVEL. 6" MIN. 3 4" TO 10'-6" POLY LINER " STABLE BASE » / SEWER BRICK e.. •`, • - -' �� - 1. THIS PLAN IS FOR DESIGN AND 54 1 1/2 CRusHED . :. - " " EL = 81.0 4. ALL PIPE CONNECTIONS AND CONCRETE CROSS-SECTION STONE BASE 10'-0" & MORTAR » 36" MAX. - 12" MIN. COVER CONSTRUCTION OF THE SEWAGE 77.5' = 72 72 C-2 CONSTRUCTION SHALL BE WATERTIGHT. NORMAL WATER LEVEL 12 DISPOSAL FACILITY ONLY. PERCHED WATER 78" p MED/FINE SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. - �� 3" 2X MIN. FINISH GRADE 4" MIN. LOAM & SEED 2. ALL CONSTRUCTION METHODS AND C co 2.5Y 6/478„ PRECAST SEPTIC TANK 10" 14" / f MATERIALS SHALL CONFORM TO MASS. C MEDIUM SAND 30 1 2" ' „ 2.5Y 5/6 / - - - e• INLET TEE :� 5_1 �i �� \ D.E.P TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. FINE COMPACT = 96 75.1 = 125 HIGH GROUNDWATER COMPUTATION " _ » is• Mn+ _ _ _. _ _ I 3. ALL PIPES LOCATED UNDER PAVEMENT 5-2 4'-6" 4'-O" MIN. � 00ij, 5-g 0 SERVE a 2" MIN. OF 1/8" TO 40 OR EQUAL. WAY SHALL BE SCHEDULE SAND BASED ON TP#4 15 1/2 - WOR 2.5Y 6/4 MED. / FINE C-3 PRECAST DIST. 5'-8" LIQUID DEPTH 24. ° °+ 24 ° °+ 1/2 WASHED STONE SAND SANDY LOAM DEPTH TO WATER 12.5' BOX /� 4. THERE ARE NO KNOWN PRIVATE WELLS 2.5Y 6/6 1OYR 6/6 INDEX WELL sDW-252 = o \ •dl`� LOCATED WITHIN 150 FT. OF THE NO G. WATER NO G. WATER - �e ' :; ,- _ .• .�:: 2.5' 2.5' 5' 3/4" TO 1-1/2" DOUBLE PROPOSED LEACHING FACILITY NOR 174 156 156 150 WATER LEVEL RANGE ZONE _�BN WASHED STONE (NO FINES) ANY KNOWN WELLS PROPOSED WITHIN EL = 66.7 EL = 70.5 EL = 72.6 EL = 73.0 CURRENT DEPTHOINDEX WELL(12/06)_7 � �- °a BOTTOM ON LEVEL STABLE BASE °A 3" TYP (TYP) 150' OF ANY KNOWN LEACHING FACILITY. 4-DATE: WATER LEVEL ADJUSTMENT �,]' 7 1/4 PLAN VIEW " � \ T5' 5. WITHIN LIMIT OF EXCAVATION REMOVE - #1-2-3-DATE: HIGH GROUNDWATER COMPUTATION � s MIN. 3/4 TO 6/7/04 BASED ON TP1 1/3/07 DEPTH TO ADJUSTED HIGH WATER 10.4 PLAN VIEW 1 1/2" STONE CROSS-SECTION VIEW CROSS-SECTION ALL TOPSOIL, SUBSOIL AND OTHER j IMPERVIOUS MATERIAL. TEST BY: TEST BY: , 6. REPLACE ALL EXCAVATED MATERIAL WITH - THE BSC GROUP DEPTH TO WATER 8_0 _ THE BSC GROUP 9z 32 '`�� / /� .,��' CLEAN GRANULAR SAND, FREE FROM ORGANIC { INDEX WELL SDW 252 3' MATERIAL AND DELETERIOUS SUBSTAN s. 1 WITNESSED BY. WATER LEVEL RANGE ZONE B WITNESSED BY: ��. `_ - --� ` L�� 24.3 •61, -` WF 322 MIXTURES AND LAYERS OF DIFFERENT CLASSES j DAVE STANTON CURRENT DEPTHOINDEX WELL(5/04) _47.2 DON DESMARAIS ''-+ WF#118 --� -� �. 00 ` ,'' �O # wf DESIGN CRITERIA. OF SOIL SHALL NOT BE USED. THE FILL SHALL WATER LEVEL ADJUSTMENT 2.0 "'� � •� "--- _ t ,� J NOT CONTAIN ANY MATERIAL LARGER THAN PERC. RATE: PERC. RATE: �� � � -�' �- - DESIGN FLOW: DEPTH TO ADJUSTED HIGH WATER 6.0 S- SS TWO INCHES. A SIEVE ANALYSIS, USING A #4 ' �-MIN./INCH -- 3.3-MIN./INCH '� p�,''� ` 6� e'er , �` 3 BEDROOMS AT 110 G.P.B. D 330 G.P.D. SIEVE, SHALL BE PERFORMED ON A SOIL EVALUATOR SOIL EVALUATOR #117 \ R,q 14 \�. ,` / �� REPRESENTATIVE SAMPLE OF FILL. UP TO 45% CRAIG FIELD INDICATES INDICATES MARK DIBB ^~� - VF� p ` f 0��� Cp� / (� - BY WEIGHT OF THE FILL SAMPLE MAY BE PERC. _ y ESTIMATED F �i'�------ { o r O f !-\� 7 RETAINED ON THE �f4 SIEVE. SIEVE ANALYSES O `c ALSO SHALL BE PERFORMED ON THE FRACTION SOIL CLASS: TEST = SEASONAL HIGH SOIL CLASS: CF \ '�� \ EXISTING .� '� �Q' REQUIRED SEPTIC TANK: OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH ' 1 GROUND WATER �_ �Q� OF G WF#3O7 ,," ANALYSES MUST DEMONSTRATE THAT THE Cy I ,- ✓' \ / WELL WF 323 G /' ;O 33o x _2oox = 66o GAL. MATERIAL MEETS EACH OF THE FOLLOWING INDICATES INDICATES J rv,4 \ L.T.A.R. UNSUITABLE OBSERVED L.T.A.R. 2 T 0""`-�•-- f\ \ / SEPTIC TANK PROVIDED: _ SAL. SPECIFICATIONS: ® F ir" , O 0.74 G.P.D./SQ.FT. MATERIAL GROUND WATER 0.74 G.P.D./SQ.FT. 2oO I P FN D Q) �� 100 X MUST PASS #4 SIEVE A WF#11 r ,,�'' (4.75 mm EFFECTIVE PARTICLE SIZE) \ , ,1.34 OFF /� WF#�06 r SIZE OF LEACHING FACILITY 10%-100 X MUST PASS J50 SIEVE DATUM: wF 113 WF#116 _ / REQUIRED. t (0.30 mm EFFECTIVE PARTICLE SIZE) # wF 115 �, WF 24 �� DESIGN PERC. RATE: <2 MIN./ INCH OX-20% MUST PASS #100 SIEVE VERTICAL DATUM. ASSUMED # IN =75.9 (0.15 mm EFFECTIVE PARTICLE SIZE) I LONG TERM APPL. RATE 0.74 G.P.D/S.F. OX-5 X MUST PASS #200 SIEVE BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 F�i 148 �WF,/�325 �' (0.075 mm EFFECTIVE PARTICLE SIZE) WF 113 7C WF3W5 0 7. EXISTING UTILITIES WHERE SHOWN # \ /ram f 330 GPD + 0,74 GPD/SF = 446 S,F, IN THE DRAWINGS ARE APPROXIMATE. PROFILE: NOT TO SCALE WATER ELEVATION VARIES F 111 #327 WF# THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND EL=A FIRST PIPE LENGTH PARCEL 8 .p- �., F#303 WF 304` SIZE OF LEACHING FACILITY PROVIDED: COORDINATING THE PROPOSED CON- TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL CONTROLLED BY SLUICE WAY /yA = -- STRUCTION ACTIVITY WITH DIG-SAFE EL.-87.8 6' OF FINISHED GRADE. FOR MIN. 2' \� V=75.9 <� W�#302 AND THE APPLICABLE UTILITY �,\� P r #300 ` / COMPANY AND MAINTAINING THE ' FINISH .GiR--s�S V'` �� / F#301 ``� --��'"� 3-2,5' WIDE, 2' DEEP, 23' LONG TRENCH EXISTING UTILITY SYSTEM IN SERVICE. s s 4" PVC (PEKE) TOWN OF BARN. WETLAND BY-LAW '�o Q` ! TME SAFE of MASS NOTIFIED PER 4" PV 4" P H 2'-1/8--3/8- DOUBLE WASHED STONE AND �� ` I r / �1,�/ 3X�2'+Z'+2,5')X25' 448 S.F. STATUTE CHAPTER IB2. SECTION 409 V 4 "`` / J - ❑F LEACHING AREA 1AT TEL 1-888-344-7233. THE Z 3/4 -1 1/2 DOUBLE A MASSACHUSETTS WETLAND PROTECTION ACT / I = = ENGINEER D07S NOT GUARANTEE =B I=D O� 51 .0' _ 448 x 0.74 GPD f SF 331 GPTJ THEIR ACCURACY OR THAT ALL ,. -'� 4 � :. a =C I=E I=G w 4 I=H Q A WI'1 O� � _�._ - `" , / PROVIDED UTILITIES AND SUBSURFACE STRUCTURES - - 5 OUTLET I=F � s �O C � S '~ NITRATE L❑ADING ARE SHOWN. LOCATIONS AND .d. DIST. BOX Q , / '� b b Q y .-'' ELEVATIONS OF UNDERGROUND UTILITIES SEPTIC TANK W a BOTTOM EL.-J �9L OS, -� UPLAND 87,654± S.F. f 3 BEDROOMS TAKEN FROM RECORD PLANS. THE 10' MIN � / ,r- ..-'�� Z 429 218 ± S,F P CONTRACTOR SHALL VERIFY SIZE, PER BEDROOM >14 HIGH WATER EL.= K N FOCATION AND INVERTS OF UTILITIES - 20 / /� �0 �, yy C + �\ 3 BEDROOMS ❑N 87,654± S.F.SF = 2,8 PPM AND STRUCTURES AS REQUIRED PRIOR DAVID M. ROSS �`�,, �, F FS O ASSESSORS MAP 130 WF#110 Sp I Oo� �p To THE START of CONSTRUCTION. ``� LOCUS INFORMATION s. THIS SYSTEM Is NOT DESIGNED FOR INVERT ELEVATIONS: o b b THE USE OF A GARBAGE GRINDER. S ._-..� Dc� CURRENT OWNER: DAVID M. ROSS, TRUSTEE A GARBAGE GRINDER IS NOT TOP OF FOUNDATION 88.50 A 62,021 ±S.F. WETLAND Sp PROP JG ��H OF A/,�.°_ �. � � Q � CAPE COD CRANBERRY R.T. RECOMMENDED DUE TO RECOGNIZED " o , ,+Q ADVERSE IMPACTS TO THE LEACHING 4 INVERT AT BUILDING (FULL) 85.60 �� ti / Sh GAR. 2)4 x FACILITY. MARKD. �, 87,654±S.F. UPLAND '9 FA 4" INVERT AT BUILDING (PILING) 85.45 B DIBB , cRAIGA �/C S. R SE 80. / / DR WELL TITLE REFERENCE: BOOK 6890, PAGE 339 a 4" INVERT AT SEPTIC TANK (IN) 85.37 C ' No.145937 VIL N N.38039 N 149,675fS.F. TOTAL O/ sh Gj •3 DRC�Q�M�3 ,, ( PLAN REFERENCE: BOOK 362, PAGE 30 o Pi / , 9 oK Z� o �` � f ® � LNG , 4 INVERT AT SEPTIC TANK (OUT) 85.12 D �S�rsYE � 9 ` 3.43 ACRES �/ 75Q. "� ,•� {�, ASSESSORS MAP: 130 BL �� 85.02 E src� v)(.� GPDuP Al� uNo Gj �'� �� '�� • V t' 8 5 � .t'. eO� PARCEL: 8 4 INVERT AT DIST. BOX (IN) / ��� • • " / j f yJ • t� �_ 349 Main Street, Route 28, Unit D 4 INVERT AT DIST. BOX (OUT) 84.85 F %Y� � _ G �Q- • �"i---- AND /'� O • S ZONING DISTRICT: RF W. Yarmouth Massachusetts INVERTS AT LEACHING FACILITY: _✓ 0 7 Q -�SAC�( �T�" SETBACKS: FRONT 30 2 Z-1 0 7 cn P ' SE TO w SIDE 15' 02673 / C� - '`� 100 N/F 5087788919 4" INVERT AT BEGINNING #109 ,`�r� ���' G �� 4j� TOWN IOF BARNSTABLE REAR 15 OF LEACHING TRENCH 84.72 G BREAKOUT ELEV 85.3 -I � � �'�� ��• ASSESSORS MAP 130 MINIMUM LOT SIZE: 87,120±s.F PROJECT TITLE: o �, �Q � � �: PROPOSED 4" INVERT AT END ,�'� -�O `b �, -� 17.1 1500 GALLON PARCEL 30 EXIST. TOTAL LOT AREA: 149,675±S.F. OF LEACHING TRENCH 84.60 H mQ �O VACANT LANDto SEWAGE DISPOSAL o� 7 SEPTIC TANK ELEVATION AT BOTTOM r- \� } +� '= OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) OF LEACHING TRENCH 82.60 J NEW �' ,j'T �, (PRIVATE WELL ON PROPERTY) SYSTEM DESIGN GROUNDWATER /' # ' PROPOSED D BOX FEMA FLOOD ESTIMATED ADJ. 77.5 K WELL s' cb ZONE DISTRICT. ZONE "C" AS SHOWN ON jin OBSERVED GROUNDWATER 75.5 / PANEL #250001 0011 D Ir" " / z" 1 F#108 PROPOSED (3) 23 x2.5 IN LEACHING TRENCHES WATER HOLE LANE BOARD OF HEALTH VARIANCES GRANTED: 2 14 07 F 106 2 '� LOCUS PLAN: N❑ SCALE # / 2 W. BARNSTABLE WF#107 ,�' � 15 � � , `ti PROPOSED 3 23 x2..5 4 MASSACHUSETTS CHAPTER 360, ARTICLE I, SECTION 360-1 / ..� G,� � � O G ( } � _... / r LEACHING TRENCHES (RESERVE) ,� 149 TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 75 OFF THE #216 �� 2 ? N EDGE OF WETLAND. 100' REQUIRED ,/ v . �- �P PLOT � , f yr �� a� LOCUS _---- WF#217 w PREPARED FOR: Y TO ALLOW THE RESERVE AREA TO BE 75' b t �- J`' a PROPOSED PLOT #2 o I NI TRA Tf P z° DAVID ROSS co FROM EDGE OF WETLAND. 100 REQUIRED ✓ bb c�,, W 2 '� HAYBALES I K� O 6 CFOgp ���3� W. BIADRNSON WAY TABLE TO ALLOW THE SEPTIC TANK TO BE 92' FROM bb /SILTFENCE PLOT#1 L OA DING n A bb WF 21 1 N EDGE OF WETLAND. 100 REQUIRED. l � MASSACHUSETTS 22 DH F � � T o 'Q� WF 218 O FR 3 BEDROOMS CyVR (508) 362-8568 FN D # EXIT 5 C a TITLE 5: Ole, ��, ��, I. r y ST DATE: FEBRUARY 11, 2005 VARIANCE REQUESTED: NONE 70 �,� ti0 ti0 C`' 2. 8 m `9 M/�. COMP. DESIGN: K. HEATY WF#222 ' 71 QQ �Q PLAN VIEW �Q� i°F y CHECK: D. CRISPIN ORDER OF CONDITIONS ISSUED AND RECORDED FROM THE BARNSTABLE CERTIFIED cn g DRAWN: P. HAGIST CONSERVATION COMMISSION IN 2006. �°� WF 219 Sb'• VERNAL POO �Fk214SCALE: 1' = 20 FEET ENGINEER TO INSPECT BOTTOM � FIELD: D. GAZZOLO / J. MCcARTIN � # 2 OF EXCAVATION AND ENTIRE 4 D0 r- FILE NO. 8655SEP7.DWG WATER SAMPLE RESULTS ON FILE AT THE BARNSTABLE BOARD OF HEALTH. O �6., 0 10 20 40 FT. 1 9 oA rn 45 WF#221 � - �` SYSTEM I A KILLING � DWG N0. 5518-03 3 BEDROOM DEED RESTRICTION TO BE RECORDED AT REGISTRY OF DEEDS. r Gj �• �' JOB N0. 4-8655.00 SHEET 1 OF 2 n I ' a 315 / CONC. BOUND`S#318 REVISIONS: N/F FND/ ,ALICE A. McCARTHY h� '�#314 N0. DATE DESC. 149 N/F ASSESSORS MAP 130 0' �"P, v 1. 3/1/05 INCREASE SETBACK � 2' PHULTZARCEL qS � '9 — <v N / ASSESSORS MAP 31 / F — 03 v ` ,� _____ �F ti� FROM WETLANDS LOCUS .! WF#3 WF#313 O O 4� 2. 3/2/05 RELOCATE WELL �o PARCEL 25 / / oo• q�'�,'�s �' — N/F _ -_ S F , '9.0�0�, 3. 1/3/07 RELOCATE ADD TEST HOLE C 6 ?Q. WILFRED TAYLOR / WF#312 �•,r \ cFO,q ��� ASSESSORS MAP 131 •� Z " . 1 R��+ , 4. 1/19/07 INCREASE SETBACK PARCEL 27-1 WF#320 — WF�3-W ' � SF _ FROM WETLANDS --... �� w' # 5. 2 21 07 "CERTIFIED" VERNAL P OOL EXIT 5 RCy y QC ti / JOHN G. DOHERTY / #32 N 0P P�.P k'j- \�/ N/F DH of Q- 6 ASSESSORS MAP 131 STEPHEN B. & VICKI L. ELDREDGE FND i '� Q m PARCEL 27-2 --' �.:-- --- -- -� / / / �y WF# 09 y� oz < ` `'� — f�• ASSESSORS MAP 131 / �O J TM►��� D / �� 1 `. , �' PARCEL 31 —� +� � ' •cn r• 149 oD m / �� �, 4 C T / 140 CEDA STREETca + ` `�` J , h / • r - - � / / �,,,,...• "�`„�, _ :133 32 W . f No.38039WF 118` , � t LOCUS WF#119 #117 ` \ Rq��- r '/ �� ,� 01 NOT TO SCALE / //� f FO '�\ -`"g1- �_ _ \ � RO\_ o>cF O�O� ,/' f�� 75 ,�tDp' / �►'►M� / a�l o �' �' - .i 0 EXISTING ,� �c�`wF#307 j Chi �F WELL WF;#323 � - , R CB DH /f WF 120 2p0 IP FND , FND `�� ° # 4 `� WF#11 � r'� ,1 j34 OFF .� NF# 06 � �i • �.e�..-t� %l l 2/�0 7 WF#116 PROFESSIONAL LAND SURVEYOR DATE WF#113 `WF#11 WF#3`24 / INY=75.9 • ho - _'�"����'� �,,�� / WF#113 148' �''oWF#325,�� WF�t305 CRANBERR Y BOG +� WATER ELEVATION VARIES 111 1 #327 VVF# _ �J o, /PATRICIA V. OLEARY /N/F /QUO , / / CONTROLLED BY SLUICE WAY PARCEL 8 y �\ -- *#303 yr#;30 / 9 / �,\, V=75.9�w A -�. WI #302 f ASSESSORS MAP 130 /; j P r#300 #301 --' �''� ' tN OF Mq PARCEL 6 / ,� `� ' TOWN OF BARN. WETLAND BY-LAW , �O ,/ / ��'� K D. �cyG P��/ /' _ _ .�•' AND 15� `a __ --�" ✓'� ,j 'h� MARK m, � 7S �` � a �X,•' - --- MASSACHUSETTS WETLAND PROTECTION ACT c,-Q � l 1 0�'• CIVIL �OQ / o,Q wh 5 0 Q.45937o 122 bb r-'' i '�� ►sTE �� ,� ./ - WF#123 '• // �q�OS ��°i �,,,,..--- . � / FSsroN�I.� '� N/F / < O,Q w --� • i WF#124 DAVID M. ROSS \\ IFS O O �� ASSESSORS MAP 130 WF#110 on \ \ bb I.-P. O� TK X 0'1 / # WF#125 62,021±S.F. WETLAND sp ROP +QJG `�� / L E G E N D / 87 654±S.F. UPLAND / sh GAR. 2)4 WF 4 WF 126 "9tiG,iOS R SE / DR WELL SEWAGE DISPOSAL N F / • - // �7�- # # 14I9.675tS.F. TOTAL / //. sh 9 �a .3 DROQIv{�s 0' , 50.9 X SPOT ELEVATION ROBERT V. AND JOAN M. LEEMAN TRS. JP / �� ! ` ' 2 3.43t ACRES ��� 75 ,-Q, ING ,�'S / C. CATCH BASIN SYSTEM DESIGN ' #5 ` �/ �� ` • 'O -•'' DRAINAGE MANHOLE • �SESP OR E MAP 130 • / ` / �� � � WA ��• ,�`� G�� ��. �, � ,� ��, � ._-- DMH TER _� #6 WF O TO )WETL.ANOS SMH ® SEWER MANHOLE e STORA GE o ,.v109 \�0 �, - 100' SETgp,CK N/F TMH ® TELEPHONE MANHOLE • / �� r° g TOWN OF BARNSTABLE LP LIGHT POLE TOWN OF BARN. �SR. c� ,� / W= 0 0 �' k. ,E` = 1� PROPOSED ASSEESSORS MAP 130 UPL UTILITY POLE LIGHT I WETLAND BY-LAW #'i Q w i'Q I = " / i WF 11 \ '` QUO �� -` 17.1, 1500 GALLON PARCEL 30 UPLT UTILITY POLE LIGHT TRANSFORMER `-� #7 # r h VACANT LAND" ` '`�:�` WIF 8 #?� WF 02 r /� `� s' t� SEPTIC TANK UPT UTILITY POLE TRANSFORMER WATER HOLE LANE / V \ �.\, # WF#9 NEW' �' .r ,.2 (VF 10 '�. I ` , PROP "D" BOX( UP UTILITY POLE � � - -�...# " ,,� �#�• RO _ A / �`�•..• � OVERHEAD VE EAD ELECTRIC IN � OH W C LINE SEO ;��__ WF#103 108{ /,,� / / 1 o EHH ELECTRIC HANDHOLE W. BARNSTABLE • ` -T FED �- • , -... WF#104 # ��/ !, - IN PROPOSED (3) 23 x2.5 v / q r,r•�' _� R ,,,� . "�-. � WF#106 +� LEACHING TRENCHES GMET GAS METER M ASSACH U SETTS / �` �.. �� WF#107 15 —G— GAS LINE #105 / .� .•`1' PROPOSED (3) 23 x2.5 Gv GAS GATE LEACHING TRENCHES RESERVE DQ 4QLJ� 1 7 • C C. B i ,` P PLOT y WG ® WATER GATE 5 .51 N85 '01" Will `\ --- — WF#217 ' • ' • —W— WATER LINE FND sh bo !PROPOSED PLOT 2 '° i sp WIF / bb HAYBALES �` # N/TRA TE r C�` 2 SILTFENCE PLOT 1 I NOTES. I P sp SHED sP WF#2 A bb bb ,� # L � 21 ` LOADING Y V CB DH sP 22 DH � FwgTF �f 1. ELEVATIONS BASED ON AN ASSUMED A M / � � � N/F O sh wF#227 � F �<< wF#218 O R � 3 BEDROOMS DATUM FE6RUARY 11 � 2005 FND / JOSEPH K. OIKELMUS 7?s '1'O sP sP sh . ND pGF, OAF,OAF, I• j� J �rrp ti •� �O sp WF#200 yyF#222 O>>4, �`' Q Nr� 2• v PPm 2. WELL & SEPTIC LOCATIONS BASED ON FIELD ASSESSORS MAP 130 8• PARCEL 9 11 c / �� o LOCATIONS, RECORD INFORMATION AND 136 CEDAR STREET ti sh + ERTIFIED DOOR TO DOOR ABUTTER INFORMATION. y�s, .e°' - WF#219 S9• VERNAL POO 214 ? , sP 2 3. WETLAND DELINEATION BY NORMAN W. HAYES, PWS #201 ,50,0 WIF #221 gs'41 AND BRADFORD HOLMES, PWS OF THE BSC GROUP, APPROVEDINC. ON MARCH 10, 2004, AND BY THE N WF ,02� � � BENCHMR 21 BARNSTABLE CONSERVATION COMMISSION. �. / PREPARED FOR: . �UDITH T. W TERFI � • / • � p� TOP. OF ONC. 220 �. ASSESSORS P 13 4>• ELEV.=83 2 (ASSUME # 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON DAVID ROSS B/D I / PARCEL 1 . / \ �• O WF 20 WETLAND FIELD WORK PERFORMED ON MARCH 12, 2004. 60 WIDGEON WAY 127 CEDARS E WF#203 # WF 208 �.ND � NC. BOUND • �"�". TOWN OF BARN. WF#212 6�' S. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE ' J / • FND FND WETLAND BY-LAW SOUTH OF THE LOCUS PROPERTY HAS BEEN • WF#206 CERTIFIED AS A VERNAL POOL. ALL PROPOSED MASSACHUSETTS O WF 209 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 WF#210 TO THE VERNAL POOL. M O � t WF 11 • �� # N/F WF#205 ANNEL C &.� PATTII M. KELLoc LOCUS INFORMATION a ASSE SORS MAP 130 \ ARCEL 35 BS ' GROul. CURRENT OWNER: DAVID M. ROSS, TRUSTEE . � �' • 349 Main Street, Route 28, Unit D CAPE COD CRANBERRY REALTY TRUST W. Yarmouth Massachusetts TITLE REFERENCE: BOOK 6890, PAGE 339 02673 NEW BUFFER IMPROVEMENTS • \ \ /�- �` PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 Q • / / WITHIN B.V.W. 0 S.F. ASSESSORS MAP: 130 © 2006 The BSC Group, Inc. 10 PARCEL: 8 LPp, SCALE: 1" = 30' 0'-50' 3,250t S.F. ACCESS DRIVEWAY AND ZONING DISTRICT. RF 0 3.75 7.5 15 MMRs SETBACKS: FRONT 30iiia N ,cG WELL ONLY SIDE 15' 0 15 30 60 FEET 50'-100' 6608t S.F. DWELLING, DECK, WALKS REAR 15' • �''''�- - , AND SEPTIC. PROJ. MGR.: C. FIELD CL MINIMUM LOT SIZE: 87120±S.F. FIELD: D. GAZZOLO / J. MCcARTIN EXIST. TOTAL LOT AREA: 149,675±S.F. CALC./DESIGN: K. HEALY a. • DRAWN: P. HAGIST w / OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) CHECK: M. DIBB • ` / • / FILE: 8655SEP7.DWG FEMA FLOOD ' •` ZONE DISTRICT: ZONE "C" AS SHOWN ON DWG. NO: 5518-03 co PANEL #250001 0011 D JOB. N0: 4-8655.00 SHEET 2 OF 2 a --- --- "0" Water Hole Rd x West Barnstable r#.2.)', A = 130 - 008 o ° t j 1 Town of Barnstable Y Y YARN�'CABLE. 9�s6�A,0sg' Board of Health 'gyp 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Paul.I.Canniff,D.M.D. Susan G.Rask,R.S April 26, 2007 Mr. Kieran Healy BSC Group, Inc. 349 Main Street, Unit D West Yarmouth, MA 02673 RE: 0 Water Hole Lane, West Barnstable A = 138 - 008 Dear Mr. Healy, You are granted variances, on behalf of your client, David Ross, Trustee, to construct an onsite sewage disposal system at 0 Water Hole Lane, West Barnstable. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. Section 360-1, Town of Barnstable Code: To designate a reserve area 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. This permission is granted with the following conditions: (1) The applicant shall submit a revised plan showing the location of the certified vernal pool. (Note: rectified - revised plans were received and dated February 21, 2007 showing the certified vernal pool.) (2) No more than three (3) 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 three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\HealyRoss2007.doc (4) The septic system shall be installed in strict accordance with the engineered revised plans dated February 21, 2007. (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 dated February 21, 2007. (6) The footprint of the dwelling can not be changed from the engineer plans dated February 21, 2007. These variances are granted because the engineering plans meet all of the provisions of the State Environmental Code, Title 5. It is the opinion of the Board that the granting of these particular variances should not adversely affect the quality of the wetland environment. Sincerely yours, Wayne A. Miller, M.D. Chairman Q AWPFILES\Hea1yRoss2007.doc I Town of Barnstable i ! _ Kai 1 A,� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 Paul J.Canniff,D.M.D. Susan G.Rask,R.S April 26, 2007 Mr. Kieran Healy BSC Group, Inc. 349 Main Street, Unit D West Yarmouth, MA 02673 RE: 0 Water Hole Lane, West Barnstable A = 138 - 008 Dear Mr. Healy, You are granted variances, on behalf of your client, David Ross, Trustee, to construct an onsite sewage disposal system at 0 Water Hole Lane, West Barnstable. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. Section 360-1, Town of Barnstable Code: To designate a reserve area 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. This permission is granted with the following conditions: (1) The applicant shall submit a revised plan showing the location of the certified vernal pool. (Note: rectified - revised plans were received and dated February 21, 2007 showing the certified vernal pool.) (2) No more than three (3) 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 three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. C:\cache\Temporary Internet Fi1es\OLK42\Hea1yRoss2007.doc !I (4) The septic system shall be installed in strict accordance with the engineered revised plans dated February 21, 2007. (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 dated February 21, 2007. (6) The footprint of the dwelling can not be changed from the engineer plans dated February 21, 2007. These variances are granted because the engineering plans meet all of the provisions of the State Environmental Code, Title 5. It is the opinion of the Board that the granting of these particular variances should not adversely affect the quality of the wetland environment. Sincerely yours, Wayne A. Miller, M.D. Chairman CAcache\Temporary Internet Files\OLK42\HealyRoss2007.doe � �, p 1 ✓ ��o� ?t DATE: 1>, RIP r FEVE,E: p"i f 1 DAM&rABLA • (_t} �FOMptA�4� REC. BY Town. of Barnstable sCHED. DATE: W. r % Board of Health �oo� 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 ��> oZ0-07 FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. / Wayne A.Miller,M.D. / . VARIANCE REQUEST FORM LOCATION Property Address: #0 WATER HOLE LANE v, (t no ,�, Assessor's Map and Parcel Numbe : _130-008^ =��d Size of Lot: 149,675 S.F._(3.4 ACRES) Wetlands Within 300 Ft. Yes _X_ usiness Name: No Subdivision Name: APPLICANT'S NAME: DAVID M.ROSS OWNER ( ) Phone 508-362-8568 Did the owner of the property authorize you to represent him or her?" Yes No PROPERTY OWNER'S NAME CONTACT PERSON - M Name: DAVID M.ROSS -Name: IERAN J.HEALY Address:60WIDGEON WAY,WEST BARNSTABLE„MASS Address:657 ROUTE 28,W.YARMOUTH,MA 02673 Phone: 508-362-8568 Phone:508-778-8919 VARIANCE FROM REGULATION(List Res) REASON FOR VARIANCE(May attach if more space needed) Chapter 360, Article I, Section 360-1 _ _ONLY PLACE TO POSITION THE SEPTIC SYSTEM NATURE OF WORK House Addition 0 ????? House Renovation 0 Repair of Failed Septic System 0 CONSTRUCTON OF A NEW FOUR BEDROOM DWELLING Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _X_ Four(4)copies of the completed variance request form I—X— Four(4)copies of engineered plan submitted(e.g.septic system plans) _X Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _X_ Signed letter stating that the property owner authorized you to represent him/her for this request _X_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expen (for Title V and/or local sewage regulation variances only) _N/A_ Full menu submitted(for grease trap variance requests only) C:\Documents and Set tings\decollik\Local Settings\-Tempora y Internet Files\OLK3\VARIREQ.DOC n Town of Barnstable y��pU THE Board of Health 9 SS. 200 Main Street - Hyannis MA 02601 1639. ♦0 Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on 2-�r 1�5 the Petitioner(s), Wt� ) U�-�SS T k'' S"Z� regarding the property at LQ �,� �(�- Z� L—y 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):n,,� Board of Healt Signature: "e,k Signature: l�4,4,1 Petitioner(s)or Petitioner's Representative Ch a' man Print: �A,,) 0 ��s Print: Wayn Miller, M.D. Date: ( 94o,�- Date: `7 I k-2- 10 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc d , -fGV°I1 OF BARNSTABLE 2005 JUN 13 AM 8`H id Ross 60 Widgeon Way W. Barnstable Ma C"IVISIGN 02668 June 12, 2005 Town of Barnstable Board of Health Dear Board Members: I would like to request a postponement of the hearing regarding the property @ 0 Waterhole Lane, West Barnstable scheduled for 6/14/05. I have not been able to complete the well and required testing at this time. I would like to request that the hearing be rescheduled for the next available date. Thank you for your consideration. Sincerely, l/ David Ross Town of Barnstable BA1�iY9T,16LE. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G. k,R.S. FAX: 508-790-6304 umner Ka fman,MSPH Wayne Mil r,M.D. Mar 7, 2005 Mr. Kieran Healy BSC Group 657 Main Street, Unit nAlWest Yarmouth, MA RE: 0 Water Hole L`nel, West Barns ble A= 130-008 Dear Mr. Healy, V \J You are granted a conditi/Varriance, on behalf of your client, David Ross, to construct an onsite a al system at 0 Water Hole Lane, Wet Barnstable. The variances granted are as follows: Town of Barnstable E-Code, Section 360-1: The soil absorption system will be located 75 feet away from wetlands, in lieu of the one-hundred (100) feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than three (3) 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. (2) 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 three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The well water shall be tested annually. (5) The septic system shall be installed in strict accordance with the revised engineered plans dated HealySweeney (6) The designing engineer shall supervise the construction o t nsite sewage disposal system and shall certify in writing to Bo of ealth that the system was installed in substantial c plia c the re ised plans dated These variances are granted bec se the ysi al constraint a the site severely restrict the location of t e soil absor io system due to the close proximity of wetlands at the property. ., Sincerely yours, \ Wayne A. Miller, M.D. Chairman HealySweeney 1 Town of Barnstable �p IHE 1p� Board of Health sextvsznate, ' P.O.Box 534,Hyannis MA 02601 y Wins. � 1639n. �0 ArFp�.tA Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), t/%J 12 S S 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): Board of Hea Signature: Signature: Petitioner or etitioner's epresentative Chairman1- > W !hJirM,0, Print:_���,2�� /� � Y Print: a ;--. . Date: 2000 Date: 3 `\ Z( �� 2000 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Town Hall Public Health Division Office 367 Main Street, Hyannis, MA 02601 Phone(508)862-4644 Fax(508)790-6304 file q:extend.doc r " r f- I FEB-22-2005 TUE 0.3,23 PM B80 GROUP NORWELL FAX N0, 6173458027 P. 01/02 it msWildlift Commo-Mlalth ofMuarachumu 1*16iom of Fisheries=4 Wildlife Ildd Headquarters 1 Rabbit Hill Road Vlcstbom,MA 01581 phanc;($08)792-7270 fix;(508)792-7275 do(S08)792-7821 Facsirx�&le transmittal FFshartes, Wildl}je,NarWratR'erligg�Lyorataf�oh,Fdscartto,�,J�a6lrar To: Bmd Holmes,BSC Group Fina 617-34,i.8027 From: Aman&Vemne,NMESp Data: 2/17/2005 aa: Vernal Pools pages: 2 ❑Ument x far RoNew Cl Please G01riMOM D Pinew Mppy 0 ROM Recycle Notes: VISIT US ON THE WEB AT WWW,MASSWJLDLlIFE,QRG 910-d Z00/100"d lel-1 MINIM Md ddS ONO R 110 1VVALYN 01IM 7 HSIal-Mi st'll 900Z-31-ZD _ i FEB-22-2005 TUE 03:24 PM BSC CROUP NORWELL FAX NO, 6173458027 P. 02/02 � c��+�►ate,►, Division of Fisheries & Wildlife Wayne F.MaoCAUM,Diredor Febrnaty 17,2005 Brad Holmes,PWS Environmental Ph=Cr BSC Group M Washington Stt et NOrwell.MA 02061 Dear Brad.. The Natural Heritage and Endangered Species Program received your r�uest for information mt vernal pools within the vicinity of Cedar Street wid'Water Hole Lane in Barnstable, There has been no view Certified Vernal Pools in this area sinco i he NHESP Atlas III, Edition valid from July 1„2003. please feel free to ootttact me azth any further question9 at ext. 154. Sincerely, Amanda Veinotte Environmental Review Assistant Natural Heritage and Endangered Species program, www.masswtldli e.or Division of Fisheries and Wildlife Field WadquanaM One Rabbit Hill road.WestboroLog MA 0138 $0 i 92.7270 Fax tSOS)792-7'275 A11-4r 'Y of(he om hwt o/Fizl w,, MUII&a c...�.r_..�_,._ . , 961-d MACO'd 181-1 1ZO1201809 Md ids ONO 71ia3H MMYN 011A r Nsid-wid WE 900Z-11-2O Board of Health Abutter List for Map 130 Parcel 0O8', Direct abutters only(no set distance)and the properties located across the street. ; This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this list is responsible for ensuring the correct notification of abutters. Owner and address data taken from the Town of Barnstable Assessor's database on 2/6/2005 Mappar Ownerl Owner2 Address 1 Address 2 City State Zip Country 130006 OLEARY,PATRICIA V -- 45 RIDERS OUTH MA 02540 ( — FALM -- POND RD _� —_.� _—_---1—_----—-- - 130007 EHAM ,ROBERT V&JOAN M TRS LEEMAN REALTY TRUST 20 OAR&LINE PLYMOUTH MA 02360 L--- RD F 13000s---1rtOSS,DAVID M TRSQ— - --- CAPE COD CRANBERRY RLTY TR �YIDGEON WBARNSTABLE MA—f 02668-- USA 130009 — lO1KELMUS,JOSEPH K �136 CEDAR ST� rW BARNSTABLE MA I02668 USA.................. - _ 130010---' WATERFIELD,JUDITH T P O BOX 17 T W BARNSTABLE MA 02668 USA 130030 BARNSTABLE,TOWN OF(OS) —� 367 MAIN ST HYANNIS f MA 10260 130035--IiKELLOG DANIEL C&PATTI M 106 CEDAR BARNSTABLE MA 02668 USA ----- -- STREET —� —�_—_ —_--_--� 131024 CROCKER,JAMES D SR& C/O MAKI,WILLIAM E 328 WILLOW ST W BARNSTABLE MA 02668 — _NIARGARET E_ -- -- �� - 131025 — SCHULTZ,MARGARET 330 WILLOW ST W BARNSTABLE MA ,02668 USA I131027001 TAYLOR,WILFRED PO BOX 17 378 WILLOW ST W BARNSTABLE MA 02668 USA 131027002 DOHERTY,JOHN G JR TR WILLOW ST FIDUCIARY TRUST . P O BOX 566 HYANNIS MA 02601::::] USA 310 � AR—T HY,ALCE1 A MMRQU ID �lMA J.0-26 3_7-- 16S � 26DETH & L ASTABLE MA 068__131031 _--=_- ——_- Monday,February 07,2005 Page 1 of 1 February 7, 2005 The Barnstable Board of Health 200 Main Street Town Offices Hyannis, MA 02601 To Whom It May Concern: I, DAVID M. ROSS, do hereby grant permission to The BSC Group, Inc. to prepare plans and any required filings with regards to the installation of the septic system, construction of the dwelling and other related activities at#O Waterhole Lane in West Barnstable, Mass. Sinature g --------- Date------- i MAP 130 PARCEL 008 1• 020. 307 7- 52 05 ,b rsvlal Piss 053 30 032 'yam\` 023 t / iA\ 298 nl , 11 - 018' o !• +' :f O r :L•'. WP i O5T to OY16 awul 033 131 i'' ♦a3a ails s 395 027'001 •3]e 'rV➢UI 0 � W7? ` a 03% 131 c0 a� 131I3I ^I ass 006 g •.m� i,' tip M /.,. In /I ee vr/ �008 a ' 030 ie 02430 i I l •122 II 0 0 023 �^ 3 s � /) v loe la 6• /�J MAP 13D as of .. 031 1 fir., 191 2 6 0 001 028 iso 1� a Subject Parcel(s) ABUTTER LIST TYPE- Board of Health: " W ` E Abutters Direct abutters only(no set distance)and the properties located across the street. SCALE: V=250' *NOTE: Pianimetrics,topography,and $*NOTE:The parcel Imes are only graphic representations DATA SOURCES: Planlmetrits(man-made features)were Interpreted from 1995 aerial photographs by The lames vegetation were mapped to meet National of property boundaries.They we not true locations,and W.Sewall Company.Topography and vegetation were Interpreted from 1989 aerial photographs by GEOD Map Accuracy Standards at a scale of do not represent actual relationships to physical objects -Corporation. Planimetrics,topography,and vegetation were mapped to meet National Map Accuracy Standards 1'=1001- on the map, at a scale of 1'=100'. Parcel lines were digitized from FY2004 Town of Barnstable Assessor's tax maps. ttNm ar enxrmneu.culmrt 1 � . i BARNSTABLE BOARD OF HEALTH ABUTTER NOTIFICATION LETTER DATE: February 7`h, 2005 RE: Upcoming Barnstable Board of Health Hearing To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mr, David M. Ross OWNER: Mr. David M. Ross PROJECT ADDRESS OR LOCATION: #0 Waterhole Lane PROJECT DESCRIPTION: The proposed project involves the construction of a new dwelling and associated sewage disposal system. Three (3)variances are being sought for the installation of the septic system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction. The variances are as follows: • Town of Barnstable health regulations Chapter 360,Article I, Section 360-1 (1): TO ALLOW THE LEACHING AREA TO BE 70'FROM WETLANDS. 100' REQUIRED. (2): TO ALLOW THE RESERVE AREA TO BE 70' FROM WETLANDS. 100' REQUIRED. (3): TO ALLOW THE SEPTIC TANK TO BE 80' FROM WETLANDS. 100'REQUIRED: ALL VARIANCES MEET THE COMMONWEALTH OF MASSACHUSETTS MINIMUM REQUIREMENT OF 50' FROM A WETLAND. APPLICANT'S AGENT: BSC Group, Inc. 657 Main Street,Unit 6 West Yarmouth, MA 02673 Attn: Kieran J. Healy(508) 778-8919 PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: March 1", 2005 TIME: Meeting 7:00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. Yours truly, Kieran J. Healy Project Manager BARNSTABLE BOARD OF HEALTH E r, ; ,`A ABUTTER NOTIFICATION LETTER EB IS { DATE: February 7`h, 2005 RE: Upcoming Barnstable Board of Health Hearing :e� To Whom It May Concern, As an abutter to the proposed project, please be advised that a DISPOSAL SYSTEM CONSTRUCTION PERMIT application has been filed with the Barnstable Board of Health. APPLICANT: Mr. David M.Ross OWNER: Mr. David M. Ross PROJECT ADDRESS OR LOCATION: #0 Waterhole Lane PROJECT DESCRIPTION: The proposed project involves the construction of a new dwelling and associated sewage disposal system. Three (3)variances are being sought for the installation of the septic system from the Town of Barnstable Board of Health Local Onsite Sewage Disposal Construction. The variances are as follows: • Town of Barnstable health regulations Chapter 360,Article I, Section 360-1 (1): TO ALLOW THE LEACHING AREA TO BE 70' FROM WETLANDS. 100' REQUIRED. (2): TO ALLOW THE RESERVE AREA TO BE 70'FROM WETLANDS. 100' REQUIRED. (3): TO ALLOW THE SEPTIC TANK TO BE 80' FROM WETLANDS. 100'REQUIRED. ALL VARIANCES MEET THE COMMONWEALTH OF MASSACHUSETTS MINIMUM REQUIREMENT OF 50' FROM A WETLAND. APPLICANT'S AGENT: BSC Group, Inc. 657 Main Street, Unit 6 West Yarmouth, MA 02673 Attn: Kieran J. Healy(508) 778-8919 PUBLIC HEARING: BARNSTABLE TOWN HALL, 367 Main Street, Hyannis. DATE: March 15C, 2005 TIME: Meeting 7:00 PM NOTE: Plans and application describing the proposed activity are on file with the Barnstable Board of Health at 200 Main Street, Hyannis. Yours truly, Kieran J. Healy Project Manager BSC CROUP T RAN S M I-TT-AL . ��� To: Twon of Barnstable Date: 02/11/2005 Board of Health Proj. No: 4-8655.00 5 � 200 Main St. Project: 0 Water Hole Lane West Barnstable We are sending you: ®Attached ❑Under Separate Cover Via: 657 Main Street ❑ Overnight Delivery ❑Taxi ❑Regular Mail Unit 6A, Route 28 ® Messenger ❑ Direct from printer ❑ Other: Yarmouth, MA 02673 The following items: Tel: 508-778-8919 ❑ Change Order ❑ Drawings ❑ Prints ❑Samples Fax: 508-778-8966 ❑ Copy of Letter ❑Photocopies ❑ Reports ❑Specifications ❑Digital Media ®Plans ❑ Other: No. of Copies Drawings No. Date or Revision Description 1 Check for $85.00 4 sets of a Variance Request This information is: ® For Your Information ❑Approved as submitted ❑ Resubmit _copies for approval ❑Unchecked ❑Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ❑Submit _copies for ❑ Revised Plans ❑ Returned for corrections distribution ❑ Final Plans ❑Sent for your review&comment Remarks: cc: BSC Files Signed: a Note: If enclosures are • not as noted,please contact us immediately. P:\prj\Transmittal-48655-Barn-Board-Of-Health.doc Excerpt from 3/1/2005 Board of Health Minutes: not available Excerpt from 6/14/2005 not available Excerpt from 7/12/2005 not available EXCERPT FROM NOVEMEBER 15, 2005 BOARD OF HEALTH MEETING: D. Kieran Healy representing David M. Ross- #0 Water Hole Lane, 21,819 square feet parcel, vacant lot, proposed four bedroom dwelling, three variances requested in regards to setback to wetlands. Applicant requested a continuance for two months until January 17, 2006. Upon a motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to grant the applicant a continuance for two months. (Unanimous vote in favor.) EXCERPT FROM NOVEMBER 14, 2006 BOARD OF HEALTH MEETING: D. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft., Section 360-1, setback to wetlands. Kieran Healy and Mark Dibb and owner, David Ross, were present. They had come before the BOH March 1, 2005 and asked to return with a new well location and do a water test and if all was provided, they were given the indication a 4 bedroom would be approved Conservation has given their approval. They are applying for the same three variances. The well is 150 feet from leaching. 1,500 gallon tank. They are well above the ground water in the area. Dr. Miller read a letter from an abutter: Dear Chairman, a degree of environmental protection should be provided and ground water flow is not identified. He feels the only way to do this is to install monitoring well. The property was originally purchased for $25,000 for cranberry growing and only full compliance of regulations can protect the property. Signed:Daniel Kellogg, Mr. McKean stated there is a fourth variance necessary is: marginal lot. Kieran Healy said the area where they are putting the septic system does not have a ground water issue so he doesn't feel it is a marginal lot. Q:\MINUTES\EXCERPT OF MINUTES\Excerpt Multiple 2005-2007 0 Water Hole WB.doc Dr. Miller said he can recall two places where we approved less than 75 feet to wetland. One required an I/A system. One stipulated limited to two bedrooms with a specific system. There are options. Mr. McKean said Staff comments: 1) test water locations, 2) >>>. Dr. Canniff asked if the Board would like a site visit to assist them. The response was no. Dr. Miller requests a test hole in the exact location of system. He would like a reserve system in a separate area. He would like to see a smaller house, possible a 3 bedroom with a de-nitrogen system, or a 2 bedroom with such a system. Amy agrees and is concerned with the amount of flow. Dr. Canniff agrees with the Chairman as well and he would like to have a site visit. Kiernan said they would like to request a continuance and consider less bedrooms. Kiernan said last year, at BOH, March 2005, he was told at that time, that the neighbor had determined the flow to be Northerly and asked if he can use the documentation at the health dept on the property nearby. Dr. Miller said it all depends on exactly where the tests were in comparison to his system. Upon a motion by Dr. Miller, seconded by Amy Wallace, the Board approved a continuance until the January 2007 BOH meeting. (Unanimous vote in favor.) CONTINUE TO JANUARY 2007 to allow time to schedule a percolation test. KIERAN HEALY WILL GET TOM A NEW PLAN BEFORE DEC MEETING SO THE BOH WILL THEN SET THE SITE VISIT DATE. EXCERPT FROM JANUARY 17, 2007 BOARD OF HEALTH MEETING: C. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft. lot, Section 360-1, SAS proposed to be located 65 feet setback to wetlands, well testing information received. Kieran Healy summarized the history. The number of bedrooms has been reduced to three. He said the Conservation has approved the plan. There is a reserve area in-between the trenches of the septic area. Q:\MINUTES\EXCERPT OF MINUTES\Excerpt Multiple 2005-2007 0 Water Hole WB.doc The Board reviewed the well report and the report says its fine. The Board is Interested In the 75 feet setback for new construction. The foundation is set on sono tubes. The Board they are not comfortable approving a three bedroom with less than 75 feet. The Board said they are more comfortable with the original plan of three bedrooms with the 80 feet setback even though it would be closer to a vernal pool. It would be required to go to DEP for approval. Sue Rask said the plan needs to be updated to say certified vernal pool, and new plans will be needed and seeing 75 feet setback in both directions. Dr. Miller said Mr. Healy will have to prove the direction of the water. Patty Kellogg addressed that the land was originally a cranberry bog and she is pleased the Board is viewing the property carefully. Upon a motion duly made by Dr. Canniff, seconded by Dr. Miller, The Board voted to approve a continuance until February 14, 2007. (Unanimously voted in favor: 2 votes in favor, 1 abstained ,Sue Rask.) EXCERPT FROM FEBRUARY 14, 2007 BOARD OF HEALTH MEETING: C. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft. lot, Section 360-1, SAS proposed to be located 65 feet setback to wetlands, well testing information received. Mr. Healy's revised plan listed everything the Board had requested. Upon a motion duly made by Ms. Rask, seconded by Dr. Canniff, the Board voted to approve the plan with the following conditions: (1) that the plan will be revised to note that it is a certified vernal pool, (2) a three-bedroom Deed Restriction be recorded at the Registry of Deeds, and (3) the footprint can not be changed (Unanimously voted in favor.) QAMINUTES\EXCERPT OF MINUTES\Excerpt Multiple 2005-2007 0 Water Hole WB.doc Town of Barnstable Geographic Information System February 23, 2010 131035 131051 131020 155008 155007002 131014 #27 134042 #60 #307 #40 272 ♦ je #218' # t 131019 ]\ 31057 155007001 V 131 #'11 034 Q'. 1#30 #325 �/ 1#280 #45 O 131032 131023 155003001 #353 #298 #85 131054.. #236 131018 155002CN D 131003 ' 'O #263 #365 ::: ::::. •` .155051 - #2331 4 d 131016 Q 131026 . #p #226 Q #340 t,•.: : . 131033 #385T 131027001 1 31 060 001 .:.;': r.: #378 131025 .131030 #15 131017 : ...:. 131002.. a :•::.:.` ...:;:::::;: #330: ::.::. #1 131027002 `''-'-' 42 :.#394 .. : .;..:,..: O5� 131059 F:. 30006`.::..'' 131031 :. Q #205. #400�: ..,�:: .. ...' 155001#31 ' 4 131001. 130007•:.,:. ::......:130008;..... O.. #431 : .'#168i.#0: 0 130033 #449♦ 130024 i' w : ♦ 130030 #571 #448 300�.':'''.::`: :: #0 130010.::• .� 122 f 130004 �� 130023 130035 #145 •- ..-. 130003 �!y #495 130026 .. 154010 . :;::::•.•:• w #2175. I#474 130D22 ::{::;'i 130011 #135f� /O� #� 130012 d #2135 130031 V • 154002 #111 #0 154009 #2160 130034 130021 #519 130027 #91 • V #490 5 Al4003001 • 1#04613 ❑ 2140 130020001 Q 130028 ♦ . 0 #75 v� 154003002: 130029 #510 130014002 #2130 #526 ® , #20 ,tom 130020002 130014 0 15 et 130018 #45 #0 #30 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:130 Parcel:008 Board of Health Q boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no Set distance)and the properties located are only graphic representations of Assessor's tax parcels. They are not true,property across the Street. Abutters boundaries and do not represent accurate relationships to physical features on the map .. such as building locations. Buffer • 7 AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '130008' Direct abutters (no set distance) and the properties located across the street. Total.Count: 13 Close Map&Parcel Ownerl Owner2 Mailing Addressi Address 2 Country Deed CityStateZip 130006 OLEARY, PATRICIA BOX 861 W BARNSTABLE, USA V MA 02668 14138/035 LEEMAN, ROBERT V LEEMAN REALTY EAST 130007 &JOAN M TRS TRUST 2 HEMLOCK TERR SANDWICH, MA 15853/056 02537 130008 ROSS,DAVID M CAPE COD 60 WIDGEON WAY W BARNSTABLE, USA 6890/339 TRS CRANBERRY RLTY TR MA 02668 130009 JOHNSON, RUSSELL 495 WILLOW ST W BARNSTABLE, 20623/144 D&IRINA N MA 02668 78 WHISTLEBERRY MARSTONS 130010 CHAPMAN, JOHN J DR MILLS, MA 21101/344 02648 130030 BARNSTABLE, 367 MAIN ST HYANNIS, MA 12777/246 TOWN OF(OS) 02601 130035 KELLOG, DANIELC 106 CEDAR STREET W BARNSTABLE, USA 7985/120 &PATTI M MA 02668 131024 MAKI,WILLIAM E 328 WILLOW ST W BARNSTABLE, 15153/094 MA 02668 THORNTON 330 WILLOW WEST 131025 EDWARD L STREET BARNSTABLE, 22573/132 MA 02668 WATERFIELD, W BARNSTABLE, 131027001 JUDITH T PO BOX 17 MA 02668 USA 7190/252 DOHERTY, JOHN G WILLOW ST HYANNIS, MA 131027002 JR TR FIDUCIARY TRUST P O BOX 566 02601 USA 15484/165 131030 MCCARTHY,ALICE A P O BOX 362 CUMMAQUID,. USA 10260/175 MA 02637 ELDREDGE, W BARNSTABLE, 131031 STEPHEN B&VICKI 140 CEDAR ST USA 10695/298 L MA 02668 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 2/23/2010. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 2/23/2010 Excerpt from 3/1/2005 Board of Health Minutes: not available ; ,.,-^r Excerpt from 6/14/2005 not available Excerpt fi•oin 7/12/2005 not available EXCERPT FROM NOVEMEBER 15, 2005 BOARD OF HEALTH MEETING: D. Kieran Healy representing David M. Ross- #0 Water Hole Lane, 21,819 square feet parcel, vacant lot, proposed four bedroom dwelling, three variances requested in regards to setback to wetlands. Applicant requested a continuance for two months until January 17, 2006. Upon a motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to grant the applicant a continuance for two months. (Unanimous vote in favor.) EXCERPT FROM NOVEMBER 14, 2006 BOARD OF HEALTH MEETING: D. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft., Section 360-1 , setback to wetlands. Kieran Healy and Mark Dibb and owner, David Ross, were present. They had come before the BOH March 1, 2005 and asked to return with a new well location and do.a water test and if all was provided, they were given the indication a 4 bedroom would be approved Conservation has given their.approval. They are applying for the same three variances. The well is 150 feet from leaching. 1,500 gallon tank. They are well above the ground water in the area. Dr. Miller read a letter from an abutter: Dear Chairman, a degree of environmental protection should be provided and ground water flow is not identified. He feels the only way to do this is to install monitoring well. The property was originally purchased for $25,000 for cranberry growing and only full compliance of regulations can protect the property. Signed:Daniel Kellogg, Mr. McKean stated there is a fourth variance necessary is: marginal lot. Kieran Healy said the area where they are putting the septic system does not have a ground water issue so he doesn't feel it is a marginal lot. QW]N'UTMEXCERPT OF MINUTMExcerpt Multiple 2005-2007 0 Water Hole WB.doc Dr. Miller said he can recall two places where we approved less than 75 feet to wetland. One required an I/A system. One stipulated limited to two bedrooms with a specific system. There are options. Mr. McKean said Staff comments: 1) test water locations, 2) >>>. Dr. Canniff asked if the Board would like a site visit to assist them. The response was no. Dr. Miller requests a test hole in the exact location of system. He would like a reserve system in a separate area. He would like to see a smaller house, possible a 3 bedroom with a de-nitrogen system, or a 2 bedroom with such a system. Amy agrees and is concerned with the amount of flow. Dr. Canniff agrees with the Chairman as well and he would like to have a site visit. Kiernan said they would like to request a continuance and consider less bedrooms. Kiernan said last year, at BOH, March 2005, he was told at that time, that the neighbor had determined the flow to be Northerly and asked if he can use the documentation at the health dept on the property nearby. Dr. Miller said it all depends on exactly where the tests were in comparison to his system. Upon a motion by Dr. Miller, seconded by Amy Wallace, the Board approved a continuance until the January 2007 BOH meeting. (Unanimous vote in favor.) CONTINUE TO JANUARY 2007 to allow time to schedule a percolation test. KIERAN HEALY WILL GET TOM A NEW PLAN BEFORE DEC MEETING SO THE BOH WILL THEN SET THE SITE VISIT DATE. EXCERPT FROM JANUARY 17, 2007 BOARD OF HEALTH MEETING: C. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft. lot, Section 360-1 , SAS proposed to be located 65 feet setback to wetlands, well testing information received. Kieran Healy summarized the history. The number of bedrooms has been reduced to three. He said the Conservation has approved the plan. There is a reserve area in-between the trenches of the septic area. QAMINUTES\EXCERPT OF MINUTES\Excerrpt Multiple 2005-2007 0 Water Hole WB.doc The Board reviewed the well report and the report says its fine. The Board is interested in the 75 feet setback for new construction. The foundation is set on sono tubes. The Board they are not comfortable approving a three bedroom with less than 75 feet. The Board said they are more comfortable with the original plan of three bedrooms with the 80 feet setback even though it would be closer to a vernal pool. It would be required to go to DEP for approval. Sue Rask said the plan needs to be updated to say certified vernal pool, and new plans will be needed and seeing 75 feet setback in both directions. Dr. Miller said Mr. Healy will have to prove the direction of the water. Patty Kellogg addressed that the land was originally a cranberry bog and she is pleased the Board is viewing the property carefully. Upon a motion duly made by Dr. Canniff, seconded by Dr. Miller, The Board voted to approve a continuance until February 14, 2007. (Unanimously.voted in favor: 2 votes in favor, 1 abstained ,Sue Rask.) EXCERPT FROM FEBRUARY 14, 2007 BOARD OF HEALTH MEETING: C. Kieran Healy of BSC Group, Inc. representing Trustee David Ross of 0 Water Hole Lane, W. Barnstable, 149,675 sq. ft. lot, Section 360-1, SAS proposed to be located 65 feet setback to wetlands, well testing (� info4rdm1 on received. _ ' i bv1 44 rP� CU Mr. Healy's revised plan listed everything the Board had requested. Upon a motion duly made by Ms. Rask, seconded by Dr. Canniff, the Board voted to approve the plan with the following conditions: (1) that the plan will be revised to note that it is a certified vernal pool, (2) a three-bedroom Deed Restriction be recorded at the Registry of Deeds, and (3) the footprint can not be changed (Unanimously voted in favor.) QAMINUTES\EaCERPT OF MINUTES\Excerpt Multiple 2005-2007 0 Water Hole WB.doc t ' EXCERPT FROM THE MINUTES OF THE BOARD OF HEALTH MEETING 3/9/10 x I. Variance — Septic (New Item): Kieran Healy, BSC Group, representing Diane Ross, Trustee —0 Water Hole Lane, West Barnstable, Map/Parcel 130-008, 3.47 acre parcel, requesting extension on septic variances. Keiran Healy, BSC Group, presented the request to reinstate the variances previously granted 2/14/07. Mr. McKean stated the staff reviewed the plans and had no objections. The Board stated the issues were each addressed in earlier meetings prior to the originally granted variances. This would not be an extension of the granted variances. It is coming back to the Board as a new application and will be voted as new. Mr. Healy stated all the abutters listed on the GIS map were contacted. One abutter had an incorrect mailing address and has been informed by phone. Upon a motion duly made by Junichi Sawayanagi, seconded by Dr. Canniff, the Board voted to approve the reviewed plans dated March 4, 2010, with the following conditions: 1) A three-bedroom Deed Restriction shall be recorded at the Registry of Deeds, 2) A proper copy of the Deed will be submitted to the Public Health Division, 3) strict accordance to the engineer's reviewed plans dated March 4, 2010, and 4) the footprint cannot be changed. (Unanimously, voted in favor.) t QAMINUTES\EXCERPT OF MINUTES\Excerpt BOH Mar 2010-0-Water Hole WB.doc r , Town of Barnstable • BARNSTABLE, MASS.. �' Board of Health ArED MA't s� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D.. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff,D.M.D. September 7, 2010 Mr. Kieran Healy BSC Group, Inc. 349 Main Street, Unit D West Yarmouth, MA 02673 RE: 0 Water Hole Lane, West Barnstable A = 138 - 008 Dear Mr. Healy, You are granted variances, on behalf of your clients, David and Diane Ross, Trustee, to construct an onsite sewage disposal system at 0 Water Hole Lane, West Barnstable. The variances granted at the Board of Health meeting on March 9, 2010, are as follows: Section 360-1, Town of Barnstable Code: To install a soil absorption system 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. Section 360-1, Town of Barnstable Code: To designate a reserve area 75 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. Section 360-1, Town of Barnstable Code: To install a septic tank 92 feet away from the edge of a wetland in lieu of the 100 feet minimum setback required. This rmi i pe ss on is granted with the following conditions: (1)' The applicant shall submit a revised plan showing the location of the certified vernal pool. (Note: rectified - revised plans were received and dated March 4, 2010 showing the certified vernal pool.) (2) No more than three (3) 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. Q:\WPFILES\0 Water Hole Rd WB Mar20I0.doc Kieran Healy Page Two September 7, 2010 (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 three (3) 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 engineered revised plans dated March 4, 2010. (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 dated March 4, 2010. (6) The footprint of the dwelling can not be changed from the engineer revised plans dated March 4, 2010. These variances are granted because the engineering plans meet all of the provisions of the State Environmental Code, Title 5. It is the opinion of the Board that the granting of these particular variances should not adversely affect the quality of the wetland environment. Jayn rely your A. Miller, M.D. Chairman, Board of Health Town of Barnstable Q:\WPFILES\0 Water Hole Rd WB Mar2010.doc r OF IKE Tp DATE: FEE: * BARNSPAHLE • y iHA3S. 1639'. � REC. BY , Town of Barnstable SCHED. DATE: /b Board of Health 200 Main Street;Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790 6304 Junichi Sawayanagi Paul 1.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: �.(� ti�I 2 l.0 to�- �&4&5 6 A 4 Assessor's Map and.Parcel Number: l 3 b 60 g Size of Lot:. s►�+� , bps y �� . Wetlands Within 300.Ft. Yes ✓ Business Name: C061 y\, n,WLeAJ`ti No n Subdivision Name: APPLICANT'S NAME: biaw.- 5,5 Phone d l -�u Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: b,u,-k t t 4+%-c FOsls Name: O aV e 926 SS �1 Address: IQU `;) q Q p„` �a4 .grrrn5�b1� !1 Address: slct vvl-.� °�(a61i Phone: 3�c rs-(0e Phone: S4k #�vl VARIANCE FROM REGULATION(Us.I.Reg.) REASON FOR VARIANCE(May attach if more space needed) � rn S) NATURE OF WORK: H ❑ O House Addition House Renovation ❑ Repair of Failed: ;,g c System r Checklist .(to be completed by office staff-person receiving variance request application) .0 -n Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form — Four(4)copies of engineered plan submitted(e.g.septic system plans) G7 : Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or rc gistered sanitarian t� Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed fetter statin.-that the ro ert owner authorized t 7 — g b P P Y you to represent him/her for this request _ r-- Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at appwnt's xrRnse (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasec only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT,APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\cache\Temporary Internet _Files\OLKAE\VARiREQ.DOC i MAIL-IN REQUESTS Please mail the completed variance application form to the address below. Also include four copies.of engineering plans, house plans, authorization letter, etc. (see. check-list below). - In addition, please include the required feeamount (see fees at bottom of this page). Make $95.00 check payable to: Town of Barnstable. Our mailing address is: Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 Checklist Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan-by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house,plans or restaurant kitchen plans) - Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail of least teii days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) $95.00 variance request applicationfee(no.fee for lifeguard modification renewals,grease trap variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date FOR FAXED REQUESTS ,Our fax number is (508)"790-6304. Please fax a.completed application form. Also, you must mail the required $95.00 fee. Please make the check payable to: Town of Barnstable. The check must be mailed to the address listed above. In addition, please mail four copies of engineered plans, house plans, authorization letter, etc. (see check-list below): Checklist Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by the submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating 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 and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) - $95.00 variance request application fee(no fee for lifeguard modification renewals, grease trap-variance renewals [same owner/lessee only], outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date For further assistance on any item above, call (508) 862-4644 Back to Main Public Health Division Page -.. v-' 1 � Feb 23 10 01 : 03p Diane F. Ross 508 775 0032 p. 1 c Thomas A.McKean,Director Health Division Town of Barnstable Board of Health 200 Main Street, Hyannis,MA.02601 February 23,2010 Re: 0 Water Hole Lane,West Barnstable,MA 02668 Dear Mr.McKean, 4 As property owner of the above referenced parcel,it has come to our attention that the past order issued by this honorable board has recently expired. This parcel has not been built upon to date,but the project will hopefiilly be proceeding in the coming months. We are respectfully requesting that this matter be put on the docket of the upcoming hearing and that the Board of Health will consider extending the order to allow the project to proceed. We appreciate your consideration of this matter and for all of your assistance. Sincerely, Cape Cod Cranberry Realty Trust by Diane F.Ross,Trustee V, krc 4: Needy vS e Si �^ CA C✓��>'ysJ Vic, 7 � q , ` ki I`e4 0- 12nq ;2•Ia� onn +R✓�( es SO 5erl7ct�S red Cec- i S�Ze � p( rn �x77e3� a-Pd,1(4allL'Q V ho�eS n4 J1f(IGnf / In5peC4"l Pur�nu�En P'An f V Co- . k/io TRANS. NO.: I ' CITY/TOWN: Town of Barnstable,MA APPLICANT: David Ross ADDRESS: 0 Water Hole Lane,West Barnstable,MA DESIGN FLOW: 330 gpd REVIEWED BY: DATE: N/A OK NO GENE°RAILµ f g . Legal boundaries denoted [310 CMR 15.220(4)(a)] X Street, Lot, tax parcel number and lot number noted on plan [310 X CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] X Plan proper scale. 1 —40 for lot Tans, 1 —20 or fewer for P p ( P P X component ) 310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] X System located totally on lot served [310 CMR 15.405(1)(a) for X upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways;parking areas etc.) X [310 CMR 15.220(4)(d) Location all buildings existing and proposed 310 CMR X 15.220(4)(c) Location and dimensions of system components and reserve X areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] X daily flow X septic tank capacity (required andprovided) X soil absorption system (required andprovided) X No whether system designed for garbage grinder X d North arrow [310 CMR 15.220(4)( )] X Existing and ro osed contours [310 CMR 15.220(4)(g)] Ix C13� Location and log of deep observation holes (existing grade el. on X each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR X 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper X I elevation?) 310 CMR 15.220(4)(i)] c� Percolation test results match loading rate? [310 CMR 15.242] X Al°% Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] X Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR X 15.220(4)(n)] Address 0 Water Hole Lane,West Barnstable,MA Sheet 1 of 7 • 1 • I N/A OK NO Location of every water supply, public and private, [310 CMR X 15.220(4)(k) within 400 feet of the proposed system location in the case X of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case X within 150 feet of the proposed system location in the case X of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins X located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR X 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1]) Profile of system showing invert elevations of all system X components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] X Stamp of Registered Land Surveyor(required if construction X activities within 5 ft. of lot line) [310 CMR 15.220(3) Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as X approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? X [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? X [310 CMR 15.103(3) Benchmark within 50-75' of system [310 CMR 15.220(4)( )] X Materials specifications noted? [various sections of 310 CMR X 15.000]System components not> 36" deep (unless Local Upgrade X Approval or LUA requested) [310 CMR 15.405(l(b)] * Benchmark to beset within 50-75 feet of proposed leachfield prior to start of construction. I Address 0 Water Hole Lane,West Barnstable,MA Sheet 2 of 7 I . N/A OK NO S1EPTwIC:TANK Size OK? [310 CMR 15.223(1)] X Inlet tee located ten inches below flow line [310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR X 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR X 15.228(1)] Separation between inlet and outlet tees (no less than liquid X depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for X upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers. on all openings and on the d-box) [310 CMR 15.2228(1) and 310 X CMR 15.232(3)(f) Three access covers (inlet and outlet must be 20" or greater) - X middle access at least 8" (b 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, X two fors stems>1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR X 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] X Buoyancy calculation Required/Done [310 CMR 15.221(8)] X H-20 Where appropriate? [310 CMR 15.226(3)] X Setbacks from resources [310 CMR 15.211 X Required when other than single-family dwelling or flow>1000 X g d [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% X daily flow 310 CMR 15.224(2) and (3 "U"pipe through or over baffle, outlet of each compartment with X gas baffle or approved filter [310 CMR 1.5.224(4)] Address 0 Water Hole Lane,West Barnstable,MA Sheet 3 of 7 N/A OK NO BUI,UDIN:G SEWER AND 10THER'PIPINGs 3 u Located at least ten feet from any water line? [310 CMR X 15.222(2)] Disposal piping at least 18" below water line (when water and X sewer cross, see 310 CMR 15.211(1)[] ) Cleanouts required/provided ? [310 CMR 15.222(8)] X Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] X Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable X [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches X and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] Siphonproblem/ (leachfield below pump chamber) X Endca s or vent manifoldspecified? X Size and orientation of discharge holes specified? (not smaller 7 Lam(pnS than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 X o"P CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe X types allowed) DISTRIBIJTIONBOXry t ryt Stable compacted base [310 CMR 15.221(2) and 310 CMR X 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 X CMR 15.323(3)(a) Riser if deeper than 9" [310 CMR 15.232(3)(f)] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sum 6" [310 CMR15.232(3)(e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd X 310 CMR 15.232(3)(d) r Capacity (emergency storage above working=design flow)? [310 X CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] X Watertight 20-in minium access manhole at least 20" MUST BE X TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, X disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? X Exceeds two units must have two pumps operating in lead-lag X mode. [310 CMR 15.231(6) and (8)] Stable Compacted Base [310 CMR 15.221(2)] X Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] X Address 0 Water Hole Lane,West Barnstable, MA Sheet 4 of 7 N/A OK NO S.O.I . ABS:ORPT¢I®N SYSTEIVIS.(SAS),GENERAL� ��11 S?ze Calculations correct? X W J;4 23 4 feet of naturally occurring material demonstrated? [310 CMR S X 15.240(l)] Required separation togroundwater? [310 CMR 15.212)] X Aggregatespecified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or X >36" deep) [310 CMR 15.241] / 7 Inspection ports specified and within 3"final grade? [310 CMR X C p� 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and X Guidance Document] fGtLLERTES;PLTS;CHAMBERS 310C1VTR15:2'S3 Chambers and Gal. in trench configuration supplied with inlet X every 20 ft. [310 CMR 15.253(6) Each structure with one inspection manhole (if>2000 gpd must X be tograde) 310 CMR 15.253(2)] Aggregate I' minimum-4' maximum. 310 CMR 15.253(1)(b)] X 2' sidewall credit maximum [310 CMR 15.253(1)(a)] X In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] X TRENCHES1`OCMR Width 2'minimum 3' maximum [310 CMR 15.251(1)(b)] X 100 feet- maximum length [310 CMR 15.251(1)(a) X Minimum separation 2x effective depth or width whichever X greater(3x if reserve between trenches) [310 CMR 251(1)(d) Situated along contours [310 CMR 15.251(2)] X Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] X BED-5SAS,('N[axi num:size minimum 2 distribution lines [310 CMR 15.252(2)(a) X Maximum separation between lines 6' 310 CM RI5.252(2)(d) X Maximum separation between lines and outside of bed 4' [310 X CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" X maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] X Bottom area used in calculations only [310 CMR 15.252(2)(i) X Address 0 Water Hole Lane,West Barnstable,MA Sheet 5 of 7 f N/A OK NO DID TIIE PLANAN-VOLVE Pressure Dosed System ? Provided pump and piping X calculations as required [310 CMR 15.220(4)(r) Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A X Remedial Use Approvals] If used in gravelless system - make sure jet is directed as not to X scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly X (>2000 d) good to note on plan [310 CMR 15.254(2)(d) Construction in fill -Did the plan specify that the fill shall meet X the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] X Impervious barrier installation must be supervised by X designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional X Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] X Breakout requirements met? [310 CMR 15.252(2) and X Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. X recommended) [310 CMR 15.255 (2)(e)] Graue7less;System[I/fl� l a roual Letters 'A 5 .., Check DEP Approval letters for credits and design conditions X If used with pressure dosing do not allow pressure discharge X to scour soil interface �43lterngtive<SepticSystem Was DEP Approval Letter provided and/or have you X reviewed the letter for conditions? Is the technology being properly applied and does it meet all X DEP Approval Conditions? Is there a note on the plan regarding the requirement for X perpetual maintenance agreement? Any alarms involved on separate circuits X Did the applicant submit an operation and maintenance X manual? Has applicant submitted a coy of a maintenance X IV,.ariances ` Are the variances listed on the plan ? [310 CMR 15.220 X (4)( ) RLS Stamp necessary on plan if a component is within five X feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed - [Refer to 310 X CMR 15.414] Address 0 Water Hole Lane,West Barnstable,MA Sheet 6 of 7 N/A OK NO Nitro: en Sensrtave Ar=.eas;� � ���g`: Is the system in a Designated Nitrogen Sensitive Area (Zone I1 for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and X 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? X [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR X _ 15 216(l)] .,Pumping to septic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X i Address 0 Water Hole Lane,West Barnstable,MA Sheet 7 of 7 COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign ure item Y if Restricted Delivery is desired. X _ ❑Agerit ■ Print our name and address on the.reverse ❑Addressee so that we can return the card to you. B. RM14 y(P. e sName) C. Date of Delivery ■ Attach this card to the back of the mailpiece, C or on the front if space permits. � C f� D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:130007 LEEMAN,ROBERT V&JOAN M TRS LEEMAN REALTY TRUST 3. Service Type li 2 HEMLOCK TERR k p mortified Mail �Express Mail EAST SANDWICH,MA 02537 ❑Registered 0 Return Receipt forMerchandlse ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) p Yes 2. Article Number 7008 32.30 0002 5178 2565 � (Transfer from servicE . . _. , PS Form 3811,February 2004 Domestic Return Receipt 102595-6-W1 40 '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 • I II �< i e., '4n J, 14f- 3 y9 7-y\a,a s�"u fz.",, Z-F t (,c�c,aT �4 rd►�w��'� �'�GZC'-7 3 111111111111141111l 1lolh lilii11111 fill 1111111111111 SECTIONt SENDER: COMPLETE THIS .MPLETE THIS SECTION ON DELIVERY 10 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 reverse X `' ❑Addressee so that we can return the card to you. B. Received by(Printed Name) 7ate of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. delivery address different from item 17 []Yes1. Article Addressed to: IYE ,enter delivery address below: ❑No erop ire:131027002 DOHERTY,JOHN G JR TR ` 107 7 WILLOW ST FIDUCIARY TRUS p� P O BOX 566 0 eluii e Type HYANNIS, MA 02601 � Yp �--- Certified Mail ❑Express Mail 0 Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Exrra:Fee) ❑Yes 2. Article Number Ifl' . �i70�8 ;3230, 0002 ;`517�8 ,2534 r I (Transfer from service label) ` f PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL,SERVICE .,;•. _ �< .� A,, ,. :�. xKn ..;.rt, „� � • s Paid • Sender: Please print your name, address,`and"ZIP' in this boX• ' ' j I I I I i 71 P� J #= Q S t21- AAli, ozu I >��, ���tti�a�t;t��ii��.4r�ri��t���►�.��.�ias�,����t�i-��tael�E�s������ I I I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY, ■ Complete items 1,2,and 3.Also complete A.- qnqAure item 4 if Restricted Delivery is desired. ❑Agerit ■ Print your name and address on the reverse X f t5"Addressee so that we can return the card to you. Received by Printed Name C. Date f Deli ery ■ Attach this card to the back of the mailpiece, kkci_�A-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 1: Prop M:131030 MCCARTHY,ALICE A P C B 0,X 362 3. Service Type CUMiVMAQUID,MA 02637 ❑Certified Mail ❑Express Mail ' ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number $ 112 6 3 (Transfer from service/able PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE FirsC^'lass mail '..::s'} i '!)••1.t- .•.s;'�, T :ter, thy. va „,.yw ..,,�,�,kn:,v„'j( t�+ rC'S"r'� IC� .s_., � .-�.�::. � :.::..'i..-.� ? : �•.� :_ �i �' 7 .'o"`d' � ,• :.ram �� • Sender: Please print your name, addressr-ans�d �t4.i . 41is ox°' _, }� I I'3.S C �� 3 OZG '73 I I I I COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ;�6 ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by fnted Name) N-V-773 af ' ry ■ Attach this card to the back of the mailpiece, 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 Prop ID:130009 E JOHNSON, RUSSELL D&IR1NA.N 495 WILLOW ST W BARNSTA.BLE,MA 02668 3. Service Type ❑Certified Mail ❑Express Mail --- — ------- ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number( 7008 3230 0002 5178 2558 f Transfer from service.labs_ PS Form 3811,February 2004 Domestic Return Receipt 102595-024A-1540 UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid t USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I �S c cn'�Y '5A., v Zo U n 'i17 I AAA 6ZL I, COMPLETE • ■ Complete items 1,2,and 3.Also complete A...Signature item 4 if Restricted Delivery is desired. ❑Agent. Q,_Print.yeur name and.address on the. X reverse Addressee - so that we can return the card to you. B eceived b (Printed Name) C. Dat of D 'very ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes' If Article Addressed to: If YES,enter delivery address below: ❑No i' John 1� Canham Et Ux j' Jean H^:`I-Canham 139 Bridgetown Road a SaunAlf town, RI 02874 3. se ice Type IWCertified Mail ❑Express Mail L - - �---- - ❑Registered ❑Return Receipt for Merchandise � ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery? Extra Fee ' - (. � ) ❑Yes 2. Article Number (Transferfroms. ,17.008 1300 0001 2392 1584 PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 I UNITED STATE�F QS AL 1. �, r.• J+^ yh• "= ::.NSf�.T B :::�. I �: • Sender: Please print your name, address, and ZIP+4 in this box • I I � I BSC Group, Inc. 349 Main Street, Unit D West Yarmouth, MA 02673 I I - I ' � ...,. �t�!!!!!I=t!1�!!�!=:ta•!�t�=l:;�:t�'s!=!lait�!!!tif!t!�i!!} !!t.� . . SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. Signature 00, item 4 if Restricted Delivery is desired. X '9❑Agent ■ Print your name and address on the reverse Addressee So that we Can return the Card to you. B. Received y(Punted Name) 4m! ltry ■ Attach this card to the back of the mailpiece, c w�` r h //5 or on the front if space permits. I D. Is delivery address differen from iteinl? ❑Yes 1. Article Addressed to: ,..If YES,enter delivery address below: ❑No Prop ID: 130010 CHAPMAN,JOHN J USps 78 WHISTLEBERRY DR MARSTONS MILLS,MA 02648 1 3. Service Type ' ❑Certified Mail ❑Express Mail --------- ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑yes 2. Article Number f t (rransfer from service lab 7 p p 8, 3230 0002 51;7 8`f 2 5 41 ^ PS Form 3811,February 2004 Domestic Return Receipt 102ss5=?-,M-ts40 UNITED STATES POSTAL SERVICE F,,jia Mail `�' sia� fd • Sender: Please print your name, address';an'�'`z�.lR t Yi r I I _ - I I 5 C Cvovf sj1""7 1 Z, AAA O ZA'7 3 I ii}}j j yy jj j }ii jj ji tit jj Mill tt fill jj i + lillid s!31JilIIIIll4l�711i1111llilIli Mill 111;411fililildA I SENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY I ■ Complete items 1,2,and 3.Also complete A. Signatu I item 4 if Restricted Delivery Is desired. X ❑Agent I ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Receiv by Pri e) CjDat of Deery ■ Attach this card to the back of the mailpiece,or on the front if space permits.1. Article Addressed to: D. Is delivery address different from item 1Yes If YES,enter delivery address below: No Prop ID:131025 II THORNTON,EDWARD L 1 330 WILLOW STREET WEST BARNSTABLE,MA 02668 3. Service Type ❑Certified Mali ❑Express Mail Q Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number Frr: r+ 4-�+41 _�:�_r-4.rr� (Transfer from servic 7OOr3 3230 0002 '`5178' 2619 - — — _ i PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 1 i UNITED STATES POSTAL SERVICE • Sender: Please print your name, address, and Z�"In this box" `" I � I pLS V I -Sc (�y a•�� I I (/2u ZZ- u�►„D I � I _ tll�,►,�Il1,��,�'l,►11►>:i ►,i►►i�11►►►►1f'itiid►�i1►►►�1�i►�1iti1 r SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signatu item 4 if Restricted Delivery is desired. X gerit ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. D to of Velivey ■ Attach this card to the back of the mailpiece, 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 1 Prop ID:130030 I BAR.NSTABLE,TOWN OF(OS) 367 MAIN ST i HYANNIS,MA 02601 3. Service Type ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number r 7008 3230 0002 5178 2589 (Transfer from service labs, PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 "'UNITED STATES PQSSj 4� ► ►:re.+ ► ►� .r ► ► ►► ► :►aa ► First-Class Mail { w �: Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • &sc /14 . I r r February 24, 2010 Re: 0 Water Hole Lane,West Barnstable, MA 02668 Dear u55t 11 :TU�iax� We are requesting to extend the variance previously approved to the above listed property.There is a meeting scheduled for March 9th at the Barnstable Town Hall.Plans are available for viewing at the Barnstable Board of Health. Best, Diane Ross Cape Cod Cranberry Realty,Trustee COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete S' n ure item 4 if Restricted Delivery Is desired. Agent ■ Print your name and address on the reverse 01; ❑Addressee so that we can return the card to you. R ei (Pd7jed N � I C. Date o DeIiv ■ Attach this card to the back of the mailpiece, a,' a or on the front if space permits. ice`" D. Is delivery address different from item 1? Ef Yes I 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:130006 OLEARY,PATRICIA V I BOX 861 W BARNSTABLE,MA 02668 3. Service Type ❑Certified Mail ❑Express Mail �. ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number — -- �' (transfer from service 'i `'7 0 0 8 3'2 3`0 a0 0 0 2 i 517 8, PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1542 1 "UNITED STATES POSTAL SERVICE �M' "•�,, � '_ � „... J Sender: Please print your name, address, and ZIP+4°M'`Ns box • I I I I` �+ 3 y9 �.a,•, S :.�.r i11111111Y1.tI11A1 III 111lll III till i111A11111.{1m11111111111 �i ■ Complete items 1,2,and 3.Also complete FB.�eceived SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse _ ❑Addressee so that we can return the card to you. by(Printed At'b�Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery addresstd' nt7e,1. Artirae Addressed o:_ _ If YES,enter delivProp PJ:130035KE.LLOG,DANIEL C&PATTI M 106 CEDAR STREET W BARNSTABLE,MA 02668 Ji 3. Service Type — --- — — �- ❑Certified Mail ❑Express Mail T ❑Registered_ ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number- -;1 `--- 4— (Pans far from!' '``7[10 8 .3 2 30 0 0`0 2 5178''2 5 7 2 F PS Form 381 1,February 2004 Domestic Return Receipt 102595-02-M-1540 fa - 1 'UNITED STATES POSTAL SERVICEFrsBaas ail =�wuni�.:vald Y� ° 1 ° Sender: Please print your name, address, and is b0�2"*�.w.•�N I s c OL£✓-�- z� vh,�� i I � I �I I i HIM ill AI fill"1111101111MI'l1111111 COMPLETE •N COMPLETE THIS SECTIONDELIVERY ■ 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 ❑Addressee so that we can return the card to you. If Received by(Printed Name) C Date of De' ry ■ Attach this card to the back of the mailpiece, a � � 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 r� Prop ID:131027001 WATERFIELD,JUDITH T. PO BOX 17 i W BARNSTABLE,MA 02668 3. Service Type ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number s;` =i (Transfer from service label) •3 8'3 0 0 0 G2 517 8 2 6 7], 'PS Form'.3811,February 2004 Domestic Retum Receipt 102595-02-M-1540 'UNITED STATES POSTAL SERVICE .: ".�� �,w First-'Class IVFai4t ...x.: • Sender: Please print your name, address;' rid ZIP+' ie Ys"box • II a SC �a g'r -� Uind L) 77 fve;7- till 1t141111111411fA11111111lIi7F1.1111 till14t�11Silt'1Ii114i� 3+ COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. igna item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you.■ Attach this card to the back of the mailpiece, B. Re iv by(Printed N "e kc:?. e of Delivery / or on the front if space permits. ° Y D. Is delivery address d' f 1? Yes 1. Article Addressed to: If YES,enter deliv dress o 1 rm fProp ID:131031 ELDREDGE, STEPHEN B &VICKI L 140 CEDAR ST I W BARNSTABLE,MA 02668 3. Service Type ❑Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ?! i- =s =rrT (Transfer from sery/oe la4el,>,,j i s t 7 O Cl.B i 3 2 3 2 10 0 0 2;:51?8 2 6 C1'2 PS Form 3811,February 2004 Domestic Return Receipt 1025s5•o2-Ma540 i UNITED STATES POSTAL SERVICE First•.Class Mail r.: .,: os a -fees.,.ar • Sender: Please print your name, address, anti ZIP+ 'in this-bbx • ""'"" I jK l e,rcln �«�� ?L I Q.sc C-Y.L f 3 y4 7- ,4 S)" r 2 -1 Un u I (,SST yG✓inuJr1� /vl*M1-Gu73 �I I 111.,111J111,11l,11141i1111,1„11 III 11,1111111411 till fill 111111 COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑Agent X e Print your name and address on the reverse 0-�"1 ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. t f D/e' ■ Attach this card to the back of the mailpiece, l 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 Prop ID:131024 MAKI,WILLIAM E 1 328 WILLOW ST W BARNSTABLE,MA 02668 3. Service Type ❑Certified Mail ❑Express Mail J ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number _ 7008'.i 3230 0'00�2: 5178' 2640 �! (transfer from service PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540 'UNITED STATES POSTAL SERVICE _ Fir, Cla Mail � C'j'K,' .i'"Z.,�'�;,.t"v .`�1i8..L�a.b+ �..�`��2• '� r ,err... ..�`�.R,. ....... '��`��,..........,o4,�vyr... ..-..:.�. • Sender: Please print your name, addresfIJrt,,tricnc �ytsbaR+.R' I RIeL-an - -Vco- ) QLS 3 yq a,;G,a i-tx;­ Imo" b-)-s IvV4- UZr 73 �' a li111111111111i111111111111i11'lilt 111bIll1 11111111111dttill IIIIIIIIIII II II II U-S. POSTAGE T,l1 T Il WEST BI ASTABLE.Mr� r OSTMES 202668 VNITE FEB 9.'10 POSTdL SERVICE AMOUNT 7008 3230 0002 5178 2589 1000 $5.54 00062710-02 Prop ID: 130030 BARNSTABLE,TOWN OF(OS) k; 367 MAIN ST HYANNIS,MA 02601 1,1111t111t111111 IfillIIIIIIAil lill1 111i111-1i11a1ffitiitill • I }psi.•• ii�si i�i i� i� bi ei: — is ? .. i _, +trj .1 � � � f 1 � t - _ -- --_ I .1{,. � ; � � _q 3 _���' , � � Y February 24, 2010 Re: 0 Water Hole Lane,West Barnstable, MA 02668 Dear We are requesting to extend the variance previously approved to the above listed property.There is a meeting scheduled for March 9th at the Barnstable Town Hall. Plans are available for viewing at the Barnstable Board of Health. Best, Diane Ross Cape Cod Cranberry Realty,Trustee ca LL- o _. . .a t=— ice''; !� t SOIL TEST PIT DATA: P-1o,732 DISTRIBUTION BOX DETAIL: NOT TO SCALE SEPTIC TANK DETAIL: 1,50o GALLON LEACHING TRENCH DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NO. OF OUTLETS � 5 NOT TO SCALE 4• .00 40 ' PVC 1. 3/1 05 FROM SETBACKSE S-0.005 --�- TEST PIT _ I TEST PIT 02 TEST PIT #3 TEST PIT � FINISHED GRADE t. SEPTIC TAM SMALL eE siEEL 3• � AD Cum � TO BE � � CAM L� & � CAP � 2. 3 2 05 RELOCATE WELL GRD. EL. 81.2 GRD. EL. 83.5 GRD. EL. 85.6 GRD. EL. 85.5 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE DISTURBED AREAS -�� , EST. HIGH GW. N/A EST. HIGH GW. 77_5 EST. HIGH GW. N/A EST. HIGH Gw. 75.1 NOTES: REMOVABLE 2 WALLS 201 COVER , SEPTIC TANK TO WITHSTAND M-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. 3. 1 3 07 DECREASE BEDS dt UNLESS UNDER PAVEMENT, DRIVES OR ADD NEW TEST HOLE q q 1. DIST. BOX TO WITHSTAND M-10 LOADING :,�..k i:4:. TRAVELED WAYS WHEREIN M-20 LOADING LOAMY SAND LOAMY SAND LOAMY S D LOAMY SAND UNLESS UNDER PAVEMENT. GRAVES OR '�• �� PC ll w SHALL APPLY: 4. 1 19/07 INCR. SETBACKS 10YR 4 3 12• 2.5Y 4 4 12» 10YR 4 3 13» 2.5Y 4 4 12' TRAVELED WAYS WHEREIN H-20 LOADING T3. ALL PIPE CONNECTIONS AND CONCRETE CERTIFIED 1.4 ss• •_s_a B B B SMALL APPLY. CMSTRUCTION SMALL BE WATERTIGHT. 2-/24 DIA CONCRETE MANHOLES � �� 2r 5. 2 21 07 pPOOLLVERNAL LOAMYB SAND LOAMY SAND LOAMY D LOAMY SAND lT 15• 4. FILL ALL UNUSED KNOCKOUTS WHIM T�0 BMOF FMAL AND GRADE LES T • EFFECTIVE VARIOUS BOARD OF 2.5Y 6/6 2.5Y 6 4 10YR 5 6 2.5Y 6/4 2. PROVIDE INLET TEE OR BAFFLE WHERE 6' . 5.5• Cxl1LE15 MORTAR. TEE TO BE UNDER 1 DEPTH 6. 3 4 10 HEALTH EDITS „ » r « SLOPE OF PIPE EXCEEDS 0.06 FL/FT OR I M.H. OPENING LEVEL BOTTOM EL = 78.7 EL = 81.5 24 EL = 83.3 28 C-1 24 IN PUMPED SYSTEM. -r SANDY LOAM 2S 3. FIRST Two FEET OF PIPE OUT OF DIST. L_ 2- { Nam: 40 mN GENERAL NOTES: 10YR 6/6 BOTTOM ON LEVEL RAISE M.H W PER rOPtATKIINS SHALL BE 1/2- PROFILE POLY LINER » BOX ?0 BE LAID LEVEL STABLE BASE 6` '; 3f4' TD tt'-6" SEWER BRICK ., -. . DIA. AND ORIENTATED 120• APART 1. THIS PLAN IS FOR THE S AND 54 1 1//22 CRUSHED !- '. .:-� .=J .. CONSTRUCTKX+1 OF THE SEWAGE « » EL - 81.0 4. ALL PIPE CONNECTIONS AND � CROSS-SECTION STONE BASE 10'-Cf` dt MORTAR (4 AND 8 O'CLOCK) M • DISPOSAL FACILITY ONLY. 77.5 '-72 72 C-2 CONSTRUCTION SHALL BE WATERTIGHT. 1 4 INN. LOAM at SEED 12 MIN. AM 2. PERCHED WATER 78r MED/�1NE SND 5, FILL ALL UNUSED KNCx3000TS WITH MORTAR. • 3- 14• 360 MAX. COVER � A� ,�CONFORM Tp MAss C 2.SY 6/478» PRECAST SEPTIC TANK 1r 2% MIN. FINISH GRADE D.E.P TITLE 5 AND LOCAL BOARD C MEDIUM SAND 30 1 f2• wr,wM INLET TEE . 'S'-t• of HEALTH REGULATIONS. FINE COMPACT _ �» 2.5Y 5/6 75.1 _ 125» HIGH GROUNDWATER COMPUTATION - - W-r 4'-6' 4'-C>' MIN. 5'-Ir v III OR TRAVELALL POPE ED wA SH NDER PAS SAND/ BASED ON TP#M 151 - LIQUID DEPTH �- 2• MIN. OF 1/8• TO 40 O R EQUAL 2.5Y 6 4 MED. C FINE C-3 PRECAST DIST. 4. THERE ARE NO KNOWN PRIVATE WELLS SANDY LOAM DEPTH TO WATER 12.3' r-� � •� P4• B4 t/2 WASHED STONE SAND Box '� LOCATED WITHIN 150 FT. OF THE 3/r TO 1-1/2• DOUBLE PROPOSED LEACHING FACILITY NOR NO G. WATER 2.5Y 6/6 NO G. WATER 10YR 6/6 INDEX WELL S01Iw252 . :,;�:. _ ..�.-:•,,.-_- 25' WASHED STONE (NO FINES) ANY KNOWN WELLS PROPOSED WITHIN EL 66.7 1740 EL 70.5 1�« EL 72.6 1�» EL 73.0 - 150' WATER LEVEL RANGE ZONE 1�_ '•5, . BOTTOM ON LEVEL STABLE BASE -Xe TYP (TYP) 15V OF ANY KNOWN LEACHING FACILITY. CURRENT OEP71I6NDEX WELL(12/06) 47.3� 1 PLAN VIEW 'S. WITMMI LIMIT OF EXCAVATION REMOVE a = L` I #'1-2-3-DATE: HIGH GROUNDWATER COMPUTA110M #4-DATE: WATER LEVEL ADJUSTMENT s�___ DEPTH TO ADJUSTED HIGH WATER 10.4 PUN VIEW r MIN. 3/4• TO ��� CROSS-SECTION VIEW � CROSS-SECTION , ALL TOPSOIL, SUBSOIL AND OTHER 6/7/04 BASED ON TP#1 1/3/07 1 1/2. STONE IMPERVIOUS MATERIAL TEST BY TEST BY: 6. REPLACE ALL EXCAVATED MATERIAL WITH THE BSC GROUP DEPTH TO WATER &W THE BSC GROUP 32 ��'`� ,� / `' MATE GRANULAR SAND, FREE FROM OJA #4 INDEX WELL SDw-252 9 ��� MATERIAL AND DELETERIOUS SUBSTANC WITNESSED BY - - 124.33 \ ,� J WF 322 DESIGN GN CRITERIA: MIXTURES AND LAYERS OF DIFFERENT FILL WITNESSED BY WATER LEVEL. RANGE ZONE �! --� s D DAVE STANTON CURRENT DEPIH�NDEX WELL(5/04) 47.2 DON DESMARAIS •►•..�� WF 11 $''� - -�` ,' .�� OG /� # OF SOIL SHALL No BE USED WATER LEVEL ADJLUSIMENT �� _____ / �� / / NOT CONTAIN ANY MATERIAL LARGER PERC. RATE: 2-O PERC. RATE: 82 - DESIGN FLOW: TWO INCHES. A SIEVE ANALYSIS, USING DEPTH TO ADJUSTED HIGH WATER �w S / SIM_2_MIN./INCH 3.3 MIN./INCH �� '�, _ `S6'• "Z �I 3 BEDROOMS AT•�,1.QG.P.B. D -QG.P.D. SHALL BE PERFORMED ON A SOIL EVALUATOR SOIL EVALUATOR c #117 ��I / BY t�FFILL TATIVE SAMPLE MOF FILL UP 46x INDICATES INDICATES \ �� ��•• / �p� / Q-_ RETAINED ON THE #+ SIEVE. SIEVE ANALYSES CRAIG FIELD MARK IDIBB -- PERC. �_ ESTIMATED FQ _ �Q\ `"• Lr Q• / 78 ALSO SHALL BE PERFORMED ON Try FRACTION SOIL CLASS: TEST - SEASONAL. HIGH s011 CLASS: 04, ��. � � � C � EXISTING �. WF 307 REQUIRED SEPTIC TANK: OF FILL SAMPLE PASSING THE #4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE GROUND WATER �_ '9/QC,y pc \ �`---- ` O WF 23 G p'� # 330 X 200% 660 GAL. MATERIAL MEETS EACH OF THE FOLLO"NG INDICATES INDICATES L.T.A.R. / \ 80- / WELL / SEPTIC TANK PROVIDED: _1500 GAL. sPEc�ICATKxvs L.T.A.R. OBSERVED \ .� \ / ® UNSUITABLE .,� OBSER 2 � � / � O g 10o x MUST PASS � SIEVE 0.74 G.P.D./SQ.FT. MATERIAL GROUND WATER 74 .P.D./SQ.FT. ��O R WF 11 f IP FND / �1 4 # / 34' OFF / WF 06 10(1-10 X MU PAW#50T M # SIZE OF LEACHING FACILITY REQUIRED. • WF 116 r (0.30 mm EFFECTIVE PARTICLE SIZE) DATUM: WF#113 # \ ` WF 24 I 1 DESIGN PERC. RATE: 3,3 MIN. INCH OX--20x MUST PAW #100 SIEVE ( I / WF#11 \ � (0.15 mm EFFECTIVE PARTICLE SIZE) VERTICAL DATUM: ASSUMED I 75.9 ` LONG TERM APPL. RATE 0.74 G.P.D/S.F. OW-57F MUST PASS #200 SIEVE BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 )O'p ,90G � 148' \WF 32 ` (o.oTS mm EFFEcmvE PARTICLE SIZE) #11 # WF�305 _ 7. EXISTING UTN.TIES WHERE SHOWN 3 I /� \ / 330 GPD + 0,74 GPD/SF - 446 S.F. IN THE DRAWINGS ARE APPROXIMATE. 1 _ THE CONTRACTOR SHALL BE RESPON PROFILE: NOT TO SCALE WATER ELEVATION VARIES 11 ' �327 WF � � \ � � SABLE FOR PROPERLY LOCATING AND E ELE # � .�► � � -�� � - Q -A SIZE OF LEACHING FACILITY PROVIDED: COORDINATING THE PROPOSED CON TOP FOUNDATION covets to WArn�NN FIRSTO I � LEVEL CONTROLLED B Y SLUICE WAY PARCEL 8 ____ _-- *#303 WF 0 57RUC7M ACTIVITY WITH DIG-SAFE CONCRETE EL-87.8 FOR MIN. 2' V=75.9 302 AND THE APPLICABLE UTILITY 6 OF FINISHED GRADE. WF 300 COMPANY AND MAINTAINING THE FINISH GRADE ��' Q' ' # / 3-2,5' WIDE, 2' DEEP, 23' LONG TRENCH EXISTING UTILITY SYSTEM IN SERVKX 4 Pva - .1-e�.5 _ p -� #301 c TOWN OF BARN. WETLAND BY LAW Q, DIG-SAFE SMALL S NOTIFIED PER f pc 3x(2'+2'+2,5')x23' 448 S.F. THE STATE OF MASSAO ILISETTS ... • 2"-1 -3 w AND �� / / STATUTE CHAPTER 82, SECTION 409 / \ �78-- �,• OF LEACHING AREA AT TEL 1-888-344-7233. THE -` 3/4 -1 1 MASSACHUSETTS WETLAND PROTECTION ACT �� 448 x 0.74 GPD / SF 331 GPD ENGINEER DOES NOT GUARANTEE - p 0 51 .0 - THEIR ACCURACY,.OR,:THHAT AU I-c hH Q A; W h PROVIDED -- UTILITIES Aw SLUBSURFAcE STR ; e`ain a ,- I-C I!E O � � •� ARE SHOWN. LOCATIONS AND _ Q- C NITRATE LDADING 5 ~F / �9 �O 654f S F, / 3 BEDROOMS TE-ANoMOF �NouT�nlEs SEPTIC TANK olsT: BOX BOTTOM EL- Q S bb O �1 g/ % UPLAND 87, , f0' MIN / �� .•�� 429,218 t S.F PER BEDROOM >14,520 -S,F. CONTRACTOR SHALL VERIFY SIZE, ad / O \ / / LOCATION AM INVERTS OF UTILITIES ItMIGM WATER EL-K N F / O 7 3 BEDROOMS ON 87,654t S.F. = 2.8 1'I AND STRUCTURES AS REQUIRED PRIOR ' D A VI D M. ROSS \\ �, , W ��s 0 �� PP TO THE START OF CONSTRUCTION. wF#110 � \ \ Imo: � •a INVERT ELEVATIONS: ASSESSORS MAP 130 sp \� bb �O .�� LOCUS INFORMATION a THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. TOP OF FOUNDATION 88.50 A ,O S G D� CURRENT OWNER: DAVID M. ROSS. TRUSTEE A GARBAGE GRINDER IS NOT 62,021 fS.F. WETLAND p PRO RECOMMENDED DUE TO RECOGNIZED 4" INVERT AT BUILDING (FULL) 85.60 N / Sh � • � GAR �Q ,i 2)4' CAPE COD CRANBERRY R.T. �F,pp TM IMPACTS TO THE LEACHING ( t 87,654f S.F. UPLAND '9 Fi0 0K TITLE REFERENCE: BOOK 6890, PAGE 339 4r INVERT AT BUILDING (PILING) 85.45 B o s CUB A. tiC S R SE 8O. DR WELL 4r INVERT AT SEPTIC TANK IN 85.37_ C „EORM G.AN Na3WM 149,675±S.F. TOTAL �►4//� sh Q e3 DROQ�M�1'6, PLAN REFERENCE: BOOK 362, PAGE 30 « ( ) v CIVIL H OY / ' `•' (NG + tx 4 INVERT AT SEPTIC TANK (OUT) 85.12 D Q 9Ito.46M - 3.43f ACRES �/ ,� 75 �Q, ASSESSORS MAP: 130 BSC GROUP 90� �°i$ ��' O:> �� 8 .p� PARCEL 8 , 4 INVERT AT DIST. BOX (IN) 85.02 E / Gj / ��, Q� • 349 Main Street,Route 28, 4 F E �/ Q�• / �` -� "" ZONING DISTRICT•. RF W.Yarmouth Massachusetts D 4 INVERT AT DIST. BOX (OUT) ��_ Q_ '�� G / . INVERTS AT LEACHING FACILITY. -3 y t o O • P TOT�p,NOS SETBACKS: FRONT 30• 02673 / / 100 SETS p,CK N F 3 -� -10 ! ! SIDE 15 • � � S08 778 8919 r O 109 �� : / REAR 15' 4 INVERT AT BEGINNING # � 7.X TOWN OF BARNSTABLE OF LEACHING TRENCH 84.72 G BREAKOUT ELEV 85.3 -�I .,�� '� :; ,��LPROPOSED ASSESSORS MAP 130 MINIMUM LOT SIZE: 87,1201S.F PROJECT TITLE: ' 0 � �Q ��' '�° 1500 GALLON 4 INVERT AT END QO J 17.1 PARCEL 30 EXIST. TOTAL LOT AREA: 149,6751S.F. OF LEACHING TRENCH s4 H m Q �� SEPTIC TANK "VACANT LAND" SEWAGE DISPOSAL / �. „ OVERLAY DISTRICT: NOT A ZONE 11 (AP-ZONE) ELEVATION AT BOTTOM 82.so J co`o .• INSPECTION PORT WITHIN 3 OF F.G. (PRIVATE WELL ON PROPERTY) SYSTEM DESIGN OF LEACHING TRENCH NEW 1'/ �# / � '- FEMA FLOOD ESTIMATED ADJ. GROUNDWATER 77.5 K WELL / '`-� PROPOSED D BOX ZONE DISTRICT. ZONE "C" AS SHOWN ON /OBSERVED GROUNDWATER 7 PANEL �250001 0011 D 5_ .5 / , #108 / /' 1 PROPOSED 3 23 x2.5 WATER HOLE LANE os 07 GRANTED: 2 14 ��' �IN LEACHING TRENCHES LOCUS PLAN: NO SCALE BOARD OF HEALTH VARIANCES / / #1 � W. BARNSTABLE - 7 � ' '� u CHAPTER 360, ARTICLE I, SECTION 360-1 WF#10 15 O`ti PROPOSED (3) 23 x .5 �Af MASSACHUSETTS � / �G ,�- TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 75 OFF THE 1W#216�� �2 LEACHING TRENCHES (RESERVE) 149 `�' N EDGE OF WETLAND. 100' REQUIRED P - PLOT o� LOCUS --" f ' , PREPARED FOR: TO ALLOW THE RESERVE AREA TO BE 75' b WF#21y7 -p ` '� c�' DAVID ROSS PROPOSED PlLO 2 1 NI TRA TE � FROM EDGE OF WETLAND. 100 REQUIRED # 0 \ -� bb ' 4j O - g 2�. 60 WIDGEON WAY TO ALLOW THE SEPTIC TANK TO BE 92' FROM � 2 HAYBALES PLOT 1 � c��R <u�"�� W. BARNSTABLE • bb /SILTFENCE # L OA DING sr EDGE OF WETLAND. 100' REQUIRED. A bb / k-01 WF 21 ' MASSACHUSETTS 22 DH i BEDROOMS (508) 362-8568 TITLE 5: FND WF#218 O �R R EXIT 5 � Sr DATE: FEBRUARY 11, 2005 ,S;ec.. -AJ° A IANCE REQUESTED: NONE / Op ti tips I• E'"' 2. 8I rI `�� ���. COMP. ESIGN: K. HEALYV R Q �, �, I®I l�/� WF#222 • 71 PQ PLAN VIEW �� ,� F y CHECK: D. CRISPIN l "� O 0 �'Y DRAWN: P. HAGIST ORDER OF CONDITIONS ISSUED AND RECORDED FROM THE BARNSTABLE r CERTIFIED QQ' aoi 6 CONSERVATION COMMISSION IN 2006. , pc� WF#219 Stg• VERNAL POO 214 SCALE: 1' = 20 FEET ENGINEER TO INSPECT BOTTOM o FIELD: D. GAZZOLO / J. MCcARTiN OF EXCAVATIiON AND ENTIRE 14 w FILE NO. 8655SEP7.DwG WATER SAMPLE RESULTS ON FILE AT THE BARNSTABLE BOARD OF HEALTH. op �S� 0 10 20 40 FT. SYSTEM PRIOR TO BACKFILLING 9 g�, DWG NO. 5518-03 3 BEDROOM DEED RESTRICTION TO BE RECORDED AT REGISTRY OF DEEDS. Gj� WF#221 •� Fi JOB NO. 4-8655.00 SHEET ' 2 N CONC. BOUND WF#318 REVISIONS: • \ 4,� • / AUCE A. McCARTHY FND yyF314 ` N0. DATE DESC. 149 ' , / N/F ASSESSORS MAP 130 ,9 y� 1. 3/1/05 INCREASE SETBACK ve N . /� MARGARET SHULTZ pARCEL � _ FROM WETLANDS LOCUS ��/ • . ASSESSORS PARCEL ARR M 5P 131 WF#,3t� WF#313 ��o�`Q _F Q/ 2. 3/2/05 RELOCATE WELL •i' �• `7 mom= , •ram/" • •�-- —'— / \' •i•� �• ` .�- N / 73-. q 3. 1/3/07 RELOCATE SEPTIC \ � / .1001, WILFRED TTAYLOR ` ,."•" `12 7�'`� -�,` A�l Op ADD TEST HOLE 6 w��P / ASSESSORS MAP 131 ` / ��5--- �v, `�1 4. 1 19 7 INCREASE ST �� •� / PARCEL 27-1 \ WF / /O FROM WETLANDS CK E` 5 — ���' 5. 2/21/07 "CERTIFIED" VERNAL POOL EXIT 5 RCy ST �\ / //p�f / �9 G 6. 3/4/10 VARIOUS B.O.H. EDITS WA 1 Q� G N ?k 0 JOHN G. DOHERTY _\ # w (n 6 ASSESSORS MAP 131 �N/F DH PARCEL 27-2 "' --- / STEPHEN B. do VICKI L. ELDREDGE D WF• 9 0 5 .,. 3� - ASSESSORS MAP 131 •�O `� 149 D '� �.,� �. -„� J' PARCEL 31 uy / 140 CEDA STREET / ,��i i • -•,.�WF�118',- ` -�`8"_'`�'� yyF� LOCUS �/ 1 g \ W#117 NOT TO SCALE / i1/ \ `'-81 �'ip\� �/ 0�� 6ti / �-7$- ��°� / do \ \ EXISTING 7 / WELL WF 23 G O J CB/DH/ / WF 20 ? R It, FND FND � , � � � "-- / WF#11 \ �� � � ..1�34' OFF �O WF#113 WF#116 \ / WF 24. PROFE ZONAL LAND SURVEYOR DATE CRA NBERR Y BOG W #113 # WF,305 / • 00e , WATER ELEVATION VARIES 11 ► 27 6; \, N / K�°� / #1 2t PARCEL 8 � -�'�'' ' CONTROLLED BY SLUICE WAY y PATRICIA V. OLEARY � ,, Q � � // / ._--- 2 V-75. ASSESSORS MAP 1 / , #300 30 � WF PARCEL 6 /� TOWN OF BARN. WETLAND BY-LAW '� �. �1 \ � AND / i 0 o / MASSACHUSETTS WETLAND PROTECTION ACT ' / 1 78 4b • / � 122 / WF#123 �19 � • / �� j WF#124 DAVID M. ROSS ASSESSORS MAP 130 WF 10 WF#3 WF#125 62,021*S.F. WETLAND sp R Z� 87,654*S.F. UPLAND / 9h GAR. kQ 2)4 / LEGEND �' / � /�MF WF 126 R • / 4 s / D LL SEWAGE DISPOSAL • / � 149,675fS.F. TOTAL �3 N/I` • •�' � • ,,,` 50.9 X SPOT ELEVATION ROBERT V. AND JOAN M. LEEMAN TRS. • / P � ��,� ' .� 3.43f ACRES �� �� ry 75 ', NG .�A,�'�` / C.B. ♦ CATCH BASIN SYSTEM DESIGN /�SESSORS MAP 130 � `Q 1 � � � / � `b / DMH ® DRAINAGE MANHOLE PARCEL 7 r WA TER Q` \ �' �- / • / VYF O • p SMACK TO v ji[ANDS SMH m SEWER MANHOLE STORAGE 100 � N/<` TMH m TELEPHONE MANHOLE • / `/ TOWN OF BARN. ` �� �c�� ( TOWN OF BARNSTABLE LP LIGHT POLE • WETLAND BY-LAW \ WF*IQ0 i- .��L PROPOSED ASSESSORS MAP 130\ ` ��' /� , `� �• �'• 17.1' 1500 GALLON p LPL# UTILITY POLE / LIGHT . \ ,, / 1 WF�E11 QQ`' SEPTIC TANK " PARCEL 30 " UPLT UTILITY POLE / LIGHT dt TRANSFORMER WF#8 WF 1(� 02 VACANT LAND UPT UTILITY POLE / TRANSFORMER WATER HOLE WF 0 ` NEW / `� ,ter\ ' -INSPECTION FPORT WITHIN 3 OF F.G. UP UTILITY POLE LANE ri WF#103 WELL PROPOSED "ID" BOX — W— OVERHEAD ELECTRIC LINE / o - -- W. BARNSTABLE T — WF#104 #1� / / � 1 0 EHH ELECTRIC HANDHOLE / > _ �, .,,G _ • PROPOSED (3) 23)a5 WF#106 +3' �NIN LEACHING TRENCHES . WET GAS METER M ASSACH U SE ,.� _ 1:7• '��[' ��►....�, ` �- WF107 15� .?� -G— GAS LINE p4 \� \ /� \"� 8y �`�a►. #105 / \ 1► PROPOSED (3) 23 x2.5 ev LEACHING TRENCHES (RESERVE) pQ GAS GATE J 7.51' C. B .,... / 'WII�#111 P� OT 1 WG I� WATER GATE Ot Wes\ FND PROPOSED #2 PLO #2 -W— WATER LINE \ � - ' sp WF bb �.. HAYBALES NI MA X Sp SHED q bb bb /SIITFENCE PLOT#1 410 WF 1 G OAQING NOTES: CB H ' t \ 2 DH N' N/F Q WF�7 '�� WF#218 C P 3 49EDROOMS I. ELEVATIONS BASED ON AN ASSUMED DATUM FND � � FND �, 11 ZOORJ � �� \ � JOSEPH K. OIKELMUS 'Ps �O � � � C'�' p� ��' � ASSESSORS MAP 130 'yp Spy WF, C7��• PQ ti ti �. 8 ppm 2. WELL ar SEPTIC LOCATIONS BASED ON FIELD %PARCEL STREET Sh / ' ER71FIED ( DOOR TO LOCATIONS. ABUTTER INFORMATION. ATION D • 136 CEDAR STREET �. � � ON. -'00f82� .k WF#21 �9 RNAL P 214 i - .q� 3. WETLAND DELINEATION BY NORMAN W. HAYES. PWS 01 � WF#221 �'N� AND BRADFORD HOLMES. PWS OF THE BSC GROUP, ' INC. ON MARCH 10,'2004, AND APPROVED BY THE N WF 02 BENCHM R \ 1 BARNSTABLE CONSERVATION COMMISSION. JUDITH T. W RFI / TOP OF ONC. d PREPARED FOR: �. ASSESSORS P 1 / • 0� ELEV.-83 2 ASSUME #220 PARCEL 1 4 � -110 4. TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON DAVID ROSS �► FIELD WORK PERFORMED ON MARCH 12, 2004. ND 127 CEDAR S WF#203 WF#20. WFC08 WETL A ND �` BRUkN G. 60 WIDGEON WAY C. BOUND TOWN OF BARN.WF 12 e c YERGATIAN 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE FND FND V7< . WETLAND BY-LAW CIVIL « SOUTH OF THE LOCUS PROPERTY HAS BEENN 4WF#2069 o. szos MASSACHUSETTS • 9 F o Q CERTIFIED AS A VERNAL POOL. ALL PROPOSED \ �. CIA O WF 09 0� �sTEP �,�. _ SEPTIC COMPONENTS WF#210 �SS�ONAL G� OM ONENTS ARE GREATER THAN 100 (508) 362 8568 / / �C. TO THE VERNAL POOL. O N 11 WF#205`•\'� ' � ` XANIEL C. d PATH M. KEL LOG LOCUS INFORMATION _ASSESSORS MAP 130 ARCEL 35 3 - y - 1O R�JU�P • CURRENT OWNER: DAVID M. ROSS, TRUSTEE\ Main Street, Route 28 Unk D CAPE COD CRANBERRY REALTY TRUST 349 M • _ /� , O \ • \ W.Yarmouth Massachusetts \ / TITLE REFERENCE: BOOK 6890 PAGE 339 • NEW BUFFER IMPROVEMENTS 026M PLAN REFERENCE: BOOK 36Z PAGE 30 508 778 8919 WITHIN B.V.W. 0 S.F. ASSESSORS MAP: 130 Q 2006 The 8SC Group, Inc. • \ PARCEL. 8 "'` • . ..._ . .-- • ''' 0'-50' 3,250f S.F. ACCESS DRIVEWAY AND SSE: 1 30 ZONING DISTRICT: RF OVA \ m�s G \ / WELL ONLY SETBACKS: FRONT 30' 0 &75 7.5 15 u SIDE 15 0 15 30 so Pw r^J 50'-100' 6608t S.F. DWELLING, DECK, WALKS REAR 15, AND SEPTIC. PROJ. MGR.: C. FIELD MINIMUM LOT SIZE: 87,120fS.F. FIELD: D. GAZZOLO / J. MCcAR'TIN z / CALC. DESIGN: K. HEALY EXIST. TOTAL LOT AREA: 149.675tS.F. � • \ / DRAWN: P. FIAGIST. / • OVERLAY DISTRICT: NOT A ZONE II (AP—ZONE)0000, CHECK: M. DIBB / FEMA FLOOD FILE: 8655SEP7.DWG . ` • � f . � � � • ZONE DISTRICT: •ZONE C AS SHOWN ON DWG. NO: 5518-03 Joe �'" • . _ . • "r PANEL 0250001 0011 D JOB. NO: 4-8655.00 SHEET 2 OF 2 - Town of Barnstable Barnstable �p THE Tpk Board of Health edCaC fty � BARNSTABLE, 200 Main Street,Hyannis MA 02601 MASS. a i 1639• 2007 ArCD MAC A OFFICE: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. BOARD OF HEALTH MEETING AGENDA Tuesday, March 9, 2010 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA I. Variance — Septic (New Item): Kieran Healy, BSC Group, representing Diane Ross, Trustee —0 Water Hole Lane, West Barnstable, Map/Parcel 130-008, 3.47 acre parcel, requesting extension on septic variances. j II. Variance — Food (New): A. Patricia Mersky, new owner, Osterville Village Cafe — 3 Wianno Avenue, Osterville, toilet facility variance — one restroom provided. B. Jan Gow representing Friends of Sturgis Library applying for a --- temporary food permit for `Antiques Show and Sale' Event at Barnstable-West Barnstable Elementary School, Main Street, West Barnstable on August 20 + 21, 2010. { C. Claudia Robinson representing Community Action Committee I (C.A.C.C.I.) applying for a temporary food permit for `Sundae Fundae' Event in the parking lot of 115 Enterprise Road, Hyannis on June 13, 2010. - D. Jean Samedy, new owner, Cafe Samedy— 569 Main Street, Hyannis, grease trap variance. E. David Columbo, Black Cat Tavern — 165 Ocean Street, Hyannis, new owner, grease trap variance for additional seating from 133 to 186, same menu as prior owner. III. License: Disposal Works (Septic Installer): Michael Santos, Falmouth Road, Cotuit, MA IV. Discussion: Requested by motel owner, George "Skip" Simpson, Anchor-in, One South Street, Hyannis — discussion of qualified swimmers and lifeguard requirements at pools. i Page 1 of 2 BOH 3/09/10 V. Subdivision: Dan Ojala, Down Cape Engineering, representing Susan Maki, Trustee, Maki Family Trust—`0' Oak Street (off Oak Street), Barnstable, Preliminary Plan Subdivision# 819 in Historical District, Map 215, Parcel 014-001, 3 lots on 6.94 acres, within the Resource Protection Overlay District. VI. Old/New Business: A. Proposed Bedroom Count Policy— Request to be updated. B. Proposed Revision of Tight Tanks for Beauty Shops/Barber Shops connected to Onsite Sewage Disposal Systems. C. Proposed Warewashing Sink Policy. D. Temporary Outdoor Food Vending Requirements Policy —Weekly Events. Page 2 of 2 BOH 3/09/10 SOIL TEST PIT DATA: P-� o,732 DISTRIBUTION BOX DETAIL: NOT TO SCALE SEPTIC TANK DETAIL: 1 ,500 GALLON LEACHING TRENCH DETAIL: NOT TO SCALE REVISIONS NO. DATE DESCRIPTION NO. OF OUTLETS 5 NOT TO SCALE 1. 3/1/05 INCREASE SETBACK TEST PIT -.#1._ TEST PIT _�(12_ TEST PIT -.93 TEST PIT _0 FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL 8E STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, 36" MAX .COVER 81.2 83.5 85.6 85.5 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. FINISHED GRAM FROM WETLANDS - EST. EL. GRD. EL. GRD. EL. GRD. EL. EST. HIGH GW. N A EST. HIGH GW. 77.5 ' EST. HIGH GW. N/A EST. HIGH GW. 75.1 NOTES: REMOVABLE �` 2" WALLS 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. LOAM do SEED DISTURBED AREAS COVEUNLESS UNDER PAVEMENT, DRIVES OR 2. 3/2/05 RELOCATE WELL q 1. DIST. BOX TO WITHSTAND H-10 LOADING TRAVELED WAYS, WHMWA H-20 LOADING A A .+ + + + + •+ �'+• • r,�c,, � APPLY. 3. 1/3/07 DECREASE BED'S LOAMY S ND LOAMY SAND LOAMY S ND LOAMY SANG UNLESS UNDER PAVEMENT, DRIVES OR CAP ENDS WOMB 4 3 12» 2.5Y 4 4 12» WOMB 4 3 13» 2.5Y 4 4 12» TRAVELED WAYS WHEREIN M-20 LOADING T 3. ALL PIPE CONNECTIONS AND CONCRETE 4 PVC . .� . . . . .ss4'�F � 41ZVC�AMT . . . . . B B B B SHALL APPLY. 15» CONSTRUCTION SHALL BE WATERTIGHT. W/2METAL H DIA ANDLES OUGHT MANHOLES •��° •• o • ° .• .• o ADD NEW THOLE LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 4• �- ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE a�• '�'" 2. PROVIDE INLET TEE OR BAFFLE WHERE 8 I man 4. 1/19 07 INCR. SETBACKS • .L MORTAR. TEE TO BE UNDER » 2.5Y 6/6 2.5Y 6/4 WOMB 5 6 2.5Y 6/4 6" 5,5 OUTLETS 1 M N. 30" "ZIZ24" 28" _ 24" SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR M.H. OPENING LEVEL BOTTOM » » EL 78.7 EL 81.5 EL 83.3 SANDY LOAM IN PUMPED SYSTEM. '• •' T �✓ 3" 23' 5. 2/21/07 CERTIFIED V.POOL 10YR 6/6 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOTTOM LEVEL • 1 2" » , RAISE M.H W�L 4" PROFILE 40 mI GENERAL NOTES: BOX TO BE LAID LEVEL. STABLE BASE 6 MIN. 3 4 TO 10-6 SEWER BRICK POLY 1. THIS PLAN IS FOR DESIGN AND 72 72" EL - 81.0 54 4. ALL PIPE CONNECTIONS AND CONCRETE 1 1/2 CRUSHED MORTAR " -a CONSTRUCTION OF THE SEWAGE CROSS-SECTION STONE BASE 10-0 36 MAX. - 12 MIN. COVER 77.5 C_2 CONSTRUCTION SHALL,BE WATERTIGHT. A 12 DISPOSAL FACILITY ONLY. PERCHED WATER 78" p MED/FINE SAND 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. �. 3" 2X MIN. FINISH GRADE 4" MIN. LOAAA �c SEED 2. ALL CONSTRUCTION METHODS AND 2.5Y 6/47 10 14 :• » .: / � MATERIALS SHALL CONFORM TO MASS. MEDIUM SAND 78" PRECAST SEPTIC TANK ; D.E.P TITLE 5 AND LOCAL C 2.5Y 5/6 30 1/2" - - s INLET TEE •. 5'-1" 3a wuc� OF HEALTH REGULATIONS. BOARD FINE COMPACT 96 75.1 -_- 1 HIGH GROUNDWATER COMPUTATION c �- •• ts• ww 3. ALL PIPES LOCATED UNDER PAVEMENT SAND 15 1 2"2.5Y 6/4 C BASED ON TP / _ - 5-2 4'-6Z 4'-0" MIN. �' 5'-8"� I, R 2" MIN. OF 1 8" TO OR TRAVELED WAY SHALL BE SCHEDULE .. MED. FINE C-3 PiCAST DIST. 5,_8. LKaIlID DEPTH 24. SERVE 24' i/2" WASHED STONE 40 OR EQUAL SA/ND SANDY LOAM DEPTH To WATER 12.5 Box N :: p •• �i 4. THERE ARE NO KNOWN PRIVATE WELLS 2.5Y 6/6 1 OYR 6/6 INDEX WELL W- LOCATED WITHIN 150 FT. OF THE NO G. WATER NO G. WATER �- - WATER LEVEL RANGE ZONE B � 3/4' TO 1-1/2" DOUBLE PROPOSED LEACHING FACILITY NOR EL = 66.7 174 EL = 70.5 156 EL = 72.6 1 EL = 73.0 1 TYP --WASHED STONE (NO FINES) ANY KNOWN WELLS PROPOSED WITHIN CURRENT DEPTHtINDEX WEI912/06) 47.3 �-1/ 80TTOM ON LEVEL STABLE BASE 3» 7 5�rn') 150' OF ANY KNOWN LEACHING FACILITY. �f1-2-3-DATE: HIGH GROUNDWATER COMPUTATION WATER LEVEL ADJUSTMENT 2.1', PLAN VIEW �, ��, L� I 5. WITHIN LIMIT OF EXCAVATION REMOVE 6/7/04 BASED ON TP�I1 1/3/07 DEPTH TO ADJUSTED HIGH WATER 10.4 PLAN VIEW 6 1M1/23/STON CROSS-SECTION VIEW CROSS-SECTION ALL TOPSOIL. SUBSOIL AND OTHER z IMPERVIOUS MATERIAL TEST BY: TEST BY: 6. REPLACE ALL EXCAVATED MATERIAL WITH THE BSC GROUP INDEX WELL PTH TO WATER 8. THE BSC GROUP 32 `\"`� ,�_ . /� , / CLEAN GRANULAR SAND, FREE FROM ORGANIC -� 3 9, �'� � • MIXTURMATEREAL AND S S AND IADE�TRESRIOUS SUBSTANCES. OF DIFFERENT CLASSES WITNESSED BY: WATER LEVEL RANGE ZONE WITNESSED BY: ' `\ _ -- -_ ._ ...,� q,3 \ c TE DIVE STANTON CURRENT DEPTHOINDEX wELL(5/04) 47.2 DON DESMARAIS WF#1 18`�- --..._ -�_ L�12 ,00 6 ' ,O� WF#322 �11 DEJI GN CRI L GRI A• OF SOIL SHALL NOT BE USED. THE FILL SHALL 2 DESIGN FLOW: TWO INCHES. A SIEVE ANALYSIS, USING A #4 PERC. RATE: WATER LEVEL ADJUSTMENT 2.0 P RATE: _�"`' t `'' S \ �c� �� ,/� NOT CONTAIN ANY MATERIAL LARGER THAN _Z.__MIN. INCH DEPTH.TO ADJUSTED HIGH WATER 6.0 � �.,,� - SS` �. � - �� / MIN./INCH �- \ �� 6. / SIEVE, SHALL BE PERFORMED ON A SOIL EVALUATOR SOIL EVALUATOR �wtC #117 �Qq 1 /�,� 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D. REPRESENTATIVE SAMPLE OF FILL UP TO 45X CRAIG FIELD INDICATES INDICATES MARK DIBB c �---__ F� Q per'. �� / � � B WEIGHT OF THE FILL SAMPLE MAY � PERC. ESTIMATED `Q \� S ----.__ 'rp\ ` O. �8 RETAINED ON THE �t4 SIEVE. SIEVE ANALYSES !. - ! `� ALSO SHALL BE PERFORMED ON THE FRACTION 501E CLASS: TEST SEASONAL HIGH 'SOIL CLASS: ,p�� O \ �Q \ EXISTING �/�WF 3O7 REQUIRED SEPTIC TANK: OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH �_ GROUND WATER �_ 'f ANALYSES MUST DEMONSTRATE THAT THE Cy �. �-- \ 0 WF E 23 j- O # 330 X 200% 660 GAL. INDICATES INDICATES , �/� \ Q7 WELL - �'� MATERIAL MEETS EACH OF THE FOLLOWING L.T.A.R. uNsuITA9LE OBSERVED L.T.A.R. 2 T \• $O`--- ,/� \ \ / / SEPTIC TANK PROVIDED: - 1�QSL�AL. SPECIFICATIONS: G.P.D. S .FT. ® �� O g 0.74 / Q MATERIAL GROUND WATER 0.74 G.P.D./SQ.FT. 2p p� # IP FND f '� 4 SIEVE WF 11 / 10o X MUST PASS \ \ 34' OFF WF# 06 (4.75 mm EFFECTIVE PARTICLE SIZE) SIZE OF LEACHING FACILI UIRED: �', 107G-100 X MUST PASS �50 SIEVE DATUM: WF#113 WF#116 \ WF 24 y ,, (0.30 mm EFFECTIVE PARTICLE SIZE) VERTICAL DATUM: ASSUMED # ( - (a15 mm EFFECTIVE PARTICLE SIZE) WF 11 \, DESIGN PERC. RATE: <2 MIN./ INCH 0X-20 X MUST PASS #100 SIEVE IN . 75.9 LONG TERM APPL. RATE 0.74 G.P.D/S.F. 07C 5 X MUST PASS 11E2� SIEVE BENCH MARK SET: TOP OF CONC. BOUND ELEV.=83.02 0.075 mm EFFECTIVE PARTICLE SIZE L60GF \ e\IF�305 ( ) � 148 WF 325 } # lWF 113 - _ 7. EXISTING UTILITIES # ) 330 GPD + 0.74 GPD/SF - 446 S.F. WHERE SHoWIMI IN THE DRAWINGS ARE APPROXIMATE. c NOT TO SCALE 327 WF v THE CONTRACTOR SHALL BE RESPON- PRO!PROFILE: WATER ELEVATION VARIES #111 ' # / 0�r. .� / SIBLE FOR PROPERLY LOCATING AND EL=A FIRST PIPE LENGTH ,�" !! / SIZE OF LEACHING FACILITY PROVIDED: COORDINATING THE PROPOSED CON- TOP FOUNDATION PARCEL 8 �F#303 WF 304' TR TI CONCRETE COVERS TO AD" To BE SET LEVEL CON TROLLED BY SLUICE WAY � ._-- s Uc ON ACTIVITY WITH DIG-sAFE . of - !_ EL-87.8 FOR MIN. 2 V=7 `V A Z ,� AND THE APPLICABLE UTILITY 6 OF FINISHED GRADE. FINISH GRADE -`,��� 5 'Q� r#300 W J02 \ `�� COMPANY AND MAINTAINING THE F 5 `�` �� F#301 f 3-2.5' WIDE. 2' DEEP, 23' LONG TRENCH EXISTING UTILITY SYSTEM IN SERVICE. 4" PVC (PIER ) TOWN OF BARN. WETLAND BY-LAW , �O \ �� DIG-SAFE SHALL BE NOTIFIED PER 4 p " Q' - / ' , , , THE STATE OF MASSACHUSETTS SCH2 1 8 3 a DOUBLEW ST AND Gj� �� 3xC +2 +2.5 ) 25 - 448 S.F. STATUTE CHAPTER 82, SECTION 409 Q ` \ �78__--- -` �. OF LEA ING AREA AT TEL 1-888-344-7233. THE 3/4 -1 , 2 MASSACHUSETTS WETLAND PROTECTION ACT w / 1 .o `L �j / 448 x 0.74 GPD / SF = 331 GPD ENGINEER DOES NOT GUARANTEE :. ._ O p 51 0 �: THEIR ACCURACY OR-THAT ALL i=c �O PROVIDED _ � OQ .0 wh �_._ ----- � _ ,. a�nunEs �►NO suesu�FAcE sTRv � � ARE SHOWI�i.'LOCATIONS AND s OUTLET I=F % s �- ��� G� NITRATE LOADING DIST. BOX /Q /O b b Q ram/ ELEVATIONS OF UNDERGROUND U , is SEPTIC TANK W BOTTOM EL.- '9 O , ` UPLAND 87, S.F. ' `j 654t S F / 3 BEDROOMS TAKEN FROM RECORD PLANS THE 10 MIN ix F _ .�'�� 429,218 t S.F PER BEDROOM >14,520 S.F. CONTRACTOR SHALL VERIFY SIZE. N/F / �/ ` � Q O J /" -''"� LOCATION AND INVERTS OF UTILITIES a HIGH WATER EL=K W / 3 BEDROOMS ON 87,654t S.F. 2.8 ppm AND STRUCTURES ER REQUIRED PRIOR �o' p ,Q/ D A VI D M. R O S S / \� J. L� `�s 0 TO THE START OF CONSTRUCTION. W'F 110 \ \ I:P: °j %Q ASSESSORS MAP 130 # s INVERT ELEVATIONS: p �\ bb Boa •�°` LOCUS INFORMATION a THIS SYSTEM Is NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. TOP OF FOUNDATION 88.50 A S ,o sp �, 'NO CURRENT OWNER: DAVID M. ROSS, TRUSTEE A GARBAGE GRINDER IS NOT 62 021 S.F. WETLAND ROP RECOMMENDED DUE TO RECOGNIZED „ �?� St ,Q , CAPE COD CRANBERRY R.T. 4 INVERT AT BUILDING (FULL) 85.60 �I► yG l Sh , 4 k ADVERSE IMPACTS. To THE LEACHING c W►RK D. f GAR. 2) Al 87,654 S.F. UPLAND �Q F D� FACIUTM• " BUILDING PILING 85.45 B DIBB CRAIGA. �/ A R SE TITLE REFERENCE: BOOK 6890, PAGE 339 4 INVERT AT (PILING) o cIVIBL FIELD u► G' .S 80. DR WELL 4" INVERT AT SEPTIC TANK (IN) 85.37 C " No.46037 Na3WM 149,675±S.F. TOTAL ' o/ Sh Gj •3 DR INI, ,+� PLAN REFERENCE: BOOK 362, PAGE 30 4 INVERT AT SEPTIC TANK (OUT) 85.1 D � �sT ,� '� 3.43t ACRES 75 ING GRO. UP � ' ASSESSORS MAP: 130 BSC 4 INVERT AT DIST. BOX (IN) �8 � / / �� c�j f • • PARCEL: 8 4" INVERT AT DIST. BOX (OUT) _ F J� ,!� G�/ �. I '� • i`� tK 349 Main Street, Route 28, Unit D Q O • LANDS ZONING DISTRICT. RF W.Yarmouth Massachus tts T ' o C P 'j'Q WE SETBACKS. FRONT 30 0267 67 INVERTS AT LEACHING FACILITY: - /Z,/ 7 2 2� 07 UT `� / / C� 00' SETS ACK N /F SIDE 15' 3 Q�5 q " 109 G 1 / REAR 15' G� 508 778 8919 4 INVERT AT BEGINNING # �� ��° 'TOWN OF BARNSTABLE OF LEACHING TRENCH 84.72 G BREAKOUT ELEV 85.3 -� ASSESSORS MAP 130 MINIMUM LOT SIZE: 87,120ts.F ROJECT TITLE: O �,` �Q c,�w a . PROPOSED SSESSO S 4" INVERT AT END O 17.1 PARCEL ' 30 84.60 H Q�` Q _ ``�.. 1500 GALLON „ ,� EXIST. TOTAL LOT AREA: 149.675±S.F. OF LEACHING TRENCH .� VACANT LAND SEWAGE DISPOSAL Q �� SEPTIC TANK ELEVATION AT BOTTOM ` co q^� \• - OVERLAY DISTRICT: NOT A ZONE II (AP-ZONE) OF LEACHING TRENCH 82.60 J NEW G - (PRIVATE WELL ON PROPERTY) SYSTEM DESIGN T�# PROPOSED .,D„ BOX FEMA FLOOD ESTIMATED ADJ. GROUNDWATER 77.5 K » " WELL ZONE DISTRICT- ZONE C AS SHOWN ON OBSERVED GROUNDWATER 75.5 ✓� / PANEL 250001 0011 D FV N F#108 /� /� 1 PROPOSED (3) 23 x2.5 IN LEACHING TRENJCHES WATER HOLE LANE BOARD OF HEALTH VARIANCES GRANTED: 2/14 �07 F#106 LOCUS PLAN: NO SCALE N / 2 W. BARNSTABLE .� WF 107 � ,� # 15 CHAPTER 360, ARTICLE I, SECTION 360-1 ,` 0� L PROPOSED (3) 23 x2.5 �� MASSACHUSETTS TOWN OF BARNSTABLE: (1) TO ALLOW LEACHING SYSTEM TO BE 75' OFF THE 216 ��G D� LEACHING TRE��CHES (RESERVE) CO � 149 r EDGE OF WETLAND. 100' REQUIRED ,/ # P� PLOT os' N _--- .� o� LOCUS TO ALLOW THE RESERVE AREA TO BE 75 !� b WF#217 � 4� �<v PREPARED FOR: Q 100' REQUIRED PROPOSED PLOT #2 � tf Y/ TRA TF '�' �oJ DAVID BOSS FROM EDGE OF WETLAND. Q bb ' O 9 � W 2 HAYBALES h O 6 �FOq ��3P 60 WIDGEON WAY TO ALLOW THE SEPTIC TANK TO BE 92 FROM bb bb •.` /SILTFENCE PLOT#1 L 6 AIDING R sr ��, W. BARNSTABLE EDGE OF WETLAND. 100' REQUIRED. A / WF 21 1 22 q 1, MASSACHUSETTS o DH q� WF#218 O� FR J BEDROOMS Cy�R (508) 362-8568 TI TLE 5: FIND EXIT 5 cN _ k. O�� o�� I. sr DATE: FEBRUARY 11, 2005 _! VARIANCE REQUESTED: NONE WF 222 ,�l 7.9 �'O N� 2a8Dt)m G.�`' ��•�q COMP. DESIGN: K. HEALY # A PQ �Q O �. AF CHECK: D. CRISPIN I PLAN VIEW ti ORDER OF CONDITIONS ISSUED AND RECORDED FROM THE BARNSTABLE CERTIFIED _ Quo m g DRAWN: P. HAGIST CONSERVATION COMMISSION IN 2006. S SCALE. 1 = 20 FEET ENGINEER TO INSPECT BOTTOM D FIELD: D. GAZZOLO J. MCcARTIN g� WF#219 8 VERNAL POO �FP214 �� ;0 / 6 WATER SAMPLE RESULTS ON FILE AT THE BARNSTABLE BOARD OF HEALTH. .Q 2 OF EXCAVATION AND ENTIRE 149 0-4 FILE N0. 8655SEP7.DWG \< WF#221 6 Gy o io 20 40 FT. SYSTEM PRIOR TO BACKFILLING "' DWG NO. 5518-03 3 BEDROOM DEED RESTRICTION TO BE RECORDED AT REGISTRY OF DEEDS. • .$ �• ''' JO 0. 4-8655.0-- sFIEET 1 OF 2 ff a _ I i I I 315 CONC. BOUND WF0,318 REVISIONS: N/F FND ---- ' / ALICE A. McCARTHY Oy. y 314 N0. DATE DESC. ,�• 149 ' • e N/F ASSESSORS MAP 130 \�. 4_1 1. 3/1/05 INCREASE SETBACK �' N / MARGARET SHULTZ / PARCEL 953,�'6� _ FROM WETLANDS v 3• ASSESSORS MAP 131 �'AK'PF FS'� o� LOCUS • PARCEL 25 WF3 � E313 00 y O,Q O/ 2. 3/2/05 RELOCATE WELL ..� — _ Cf — '�'� �oJ N/ `"' --WF 312 �`' -_ _ 7 O, �FS yo'Ap 3. 1/3/07 RELOCATE SEPTIC -�`rR �'+1 _ ADD TEST HOLE W9LFRE0 TAYLOR v / / 6 CFO ASSESSORS MAP 131 / �'78'--� ��� � � 4. 1 19 07 INCREASE SETBACK S � /�-- '\�6 PARCEL 27-1 WF#3 r , `-1 — FROM WETLANDS o #3w , F • 'L�h `�'$ y 5. 2/21/07 "CERTIFIED" VERNAL POOL oy EXIT 5 �� Off,/ / � � C O O N/F 2 ., f P� P OhQTe N ti JOHN G. DOHERTY �� I W. �t• 6 ASSESSORS MAP 131 N/F DH Q > � PARCEL 27-2 i -_�; --- ,�$J / STEPHEN B. & VICKI L. ELDREDGE / FND i WF#09 yl� _ \ I,I oZ S / �- ._- ==� --.�-- --.� � ,,. ., �,•� ASSESSORS LM3P 131 .,• I � �O J � �� aF / '`` 149 cD 1-1 / �i 140 CIE STREET +�, / `� f CRAG A. No.38030 WF#118`�- •. Ls1 1. \ 6 . ��O ' WF .3� NI� f308 - 5 / . 117 LOCUS i 119 /� WF ``• \ q \ _ �� y>, / g NOT TO SCALE / �/ o6ti • / �/ ` I 'yip \ q \ -� hEXISTING �cQ`WF#307 wq \ \ i WE LL WF 2.3 GAT,,jO CB DH // / WF 120 2pa R IP FND 0 �� / FND �% ,' ,! WF 11 \ 34 OFF / "yF�06 �i • �,��...� •�l�/�0 7 '� WF�116 \ / WF#l13 WF 1 `\,� \ WF,024 t PROFESSIONAL LAND SURVEYOR DATE 1 75.9148, �WF 32 ,� / CRA NBERR Y BOG W#113 .eWIFJ305 / +� 27 wF e' \, N/F O '� #121 WATER ELEVATION VARIES �11 �2; i --5 ��� �` ,,�.� � / •O°' /PATRICIA V. OLEARY / Q / CONTROLLED BY SLUICE WAY PARCEL 8 c� �r#303 Wff#304/ h•0°' 9' /� J. V-75.9�,w A WFW02 ASSESSORS MAP 130 ,- /r P r#3� . PARCEL 6 / 'f f01 / TOWN OF BARN. WETLAND BY-LAWMAW 0. AND , �0 301 78 / - DISS ��� ,,• MASSACHUSETTS WETLAND PROTECTION ACT 51.0' /' 0� 0 CiVu. 10 f 1No.4W7 22At • / �le WF#124 DAVID M. ROSS WF 110 �� `F`r I:fr- 0°�•O°'� ,1 ASSESSORS MAP 130 sp b10 O•• / L! 0� / W613 WF125 62,021 tS.F. WETLAND / .QJG �' / LEGEND 187,654tS.F. UPLAND GAR. k 2)4 V • Q' / / WF WF 126 'C'OS R / DR LL WA I �� 149,675tS.F. TOTAL / sh DROs •�` / 50.9 X SPOT ELEVATION SEWAGE DISPOSAL ROBERT V. AND JOAN M. LEEMAN TRS. J� / /� _ ' 2 3.43t ACRES 75 Q, NG •� 'y / C.B. ® CATCH BASIN SYSTEM DESIGN • �SSESSORS MAP 130 �► ' I ` '�'� 5 ` ��r'�/ ��� Q7� / '�' ,` �'`� DMH ® DRAINAGE MANHOLE PARCEL 7 / • ( � I6 WA TER „ . _ / - TO WE �� •ty,ANDS SMH ® SEWER MANHOLE O TMH M TELEPHONE MANHOLE . STORAGE Ate` `� � "� • / �� N441 q 109 ,��0 G j 100 TOWVN OF BARNSTABLE LIP LIGHT POLE / TOWN OF BARN. - \ WF 0 p f +h <c,� 1`L'/ ASSESSORS MAP 130 WETLAND BY-LAWS /pQ , �? _ 17.1'_ PROPOSED PARCEL 30 UPL UTILITY POLE / LIGHT `� t WF 11 Q- p - 1500 GALLON UPLT UTILITY POLE LIGHT & TRANSFORMER .` #7 4 h VACANT LAND / WFB1� WF 02 r .� `'� SEPTIC TANK UP T UTILITY POLE / TRANSFORMER WATER HOLE LANE vwr NEW �' / / h \ " UP + UTILITY POLE WF 103 WELL / �• ! PROPOSED D BCOX OHW — OVERHEAD ELECTRIC LINE r BARNSTABLE •/ ,-- �• �" D T E�.`-- ~"'y''-- #1108 / - 1 PROPOSED (3) 23'x2.5' o EHH ELECTRIC HANDHOLE W G7 AR N STAB LE WF104 WF 106 �// +3. �iitN LEACHING TRENCHES 0 GMET GAS METER M ASSACH U SETTS / �� ( --� ,'.''"� -, --- �I VET' --...�• --- __. W� t107 /�y1 1 , j —G— GAS LINE r #105 / .� . ' PROPOSED (3) 2�x2.5 cV ' -00� ` _ 1`�` • 16G �O LEACHING TRENCHES (RESERVE) pQ GAS GATE 1 7.5 ' C 6 ` - \ �- r2 P� • OT J y WG ® WATER GATE 1 N85 01• ``, — W #217 f < . —W— WATER `LINE / \ \'•�` ., ='�- .. FND sh PROPOSED pL 'o O #2 .� o l N/TRA TE #1 bb • � HAYBALES / h o - / �• '_ SHED s 2 bb / WF 21 LOADING , P WF 2 A bb 22 i SILTFENCE PLOT1 NOTES: f� CB/DH ' ./ sP sh DH wq VF 218 CS1 �R BELLJROOMS 1. ELEVATIONS BASED ON AN ASSUMED DATUM • N/F O Q WF227 FND F. F. FEBRUJ4RY , 2OOrJ FND t j JOSEPH K. OIKELMUS c��, +0 sP sP � ' - / pGF' d� d� I. • f \ ASSESSORS MAP 130 �• '4p sP WF200 WF#222 �r r�. Q No �• r" 2. LOCATION WELL & S, RECORD TIC A NFOORMATION S BASED ON FIELD PARCEL 9 �. sh P ERTIFIED DOOR TO DOOR ABUTTER INFORMATION. 136 CEDAR STREET �. o-,sp WF#21 S8? RNAL POO )VFk214 #201 'O go'. WETLAND DELINEATION BY NORMAN W. HAYES, PWS i ,,► \ "--/ ,� 1 hh°' WF#221 AND BRADFORD HOLMES, PWS OF THE BSC GROUP, l� INC. ON MARCH 10, 2004, AND APPROVED BY THE N WF 02 BENCHM R v\ / 21 BARNSTABLE CONSERVATION COMMISSION. PREPARED FOR: / /JUDITH T. W TERFI / TOP OF CONC. ro , 220 ASSESSORS P 13 h• ELEV.=83 2 (ASSUME # 4. _TOPOGRAPHIC SURVEY SHOWN HEREON BASED ON DAVID ROSS PARCEL 1 °' FIELD WORK PERFORMED ON MARCH 12, 2004. B/D / WF2o w AND 60 WIDGEON WAY �JND 127 CEDARS E WF 203 WF 208 /I E TL C. BOUNr.,206 TOWN OF BARN.WF 212 5. SINCE THIS PROJECT WAS STARTED AN AREA TO THE W. BARNSTABLE . / ' / SOUTH OF THE LOCUS PROPERTY HAS BEENMASSACHUSETTS FND FND WETLAND BY-LAWCERTIFIED AS A VERNAL POOL ALL PROPOSED \ WF 209 SEPTIC COMPONENTS ARE GREATER THAN 100' (508) 362-8568 WF#210 TO THE VERNAL POOL. M O l N/F WF 11 WF#205 ANIEL C. do PATTt M. KELLOG AssE�soRs MAP 13o LOCUS INFORMATION a BSC ARCEL 35 CURRENT OWNER: DAVID M. ROSS, TRUSTEE 1. CAPE COD CRANBERRY REALTY TRUST 349 Main Street, Route 28, Unit D � , � . � " � ' � W. Yarmouth Massachusetts 00 TITLE REFERENCE: BOOK 6890, PAGE 339 � , � � " _ 02673 ��^ �..� " NEW BUFFER IMPROVEMENTS • �; ` /�- .,,,,`� f- PLAN REFERENCE: BOOK 362, PAGE 30 508 778 8919 WITHIN B.V.W. 0 S.F. ASSESSORS MAP 130 © 2006 The BSC Group, Inc. N ` • / ' \ / / PARCEL: 8 O' I SCALE: 1" = 30' 0'-50' 3,250t S.F. ACCESS DRIVEWAY AND ZONING DISTRICT: RF WELL ONLY 0 3.75 7.5 15 Rs N SETBACKS: FRONT 30' N G SIDE 15' 0 15 30 60 �'J 50'-100' 6608t S.F. DWELLING, DECK, WALKS REAR 15' • ���- - AND SEPTIC. PROD. MGR.: C. FIELD MINIMUM LOT SIZE: 87,120±S.F. `'�--- •,� - �" ' FIELD: D. GAZZOLO / J. MCcARTIN DESIGN: K. HEALY EXIST. TOTAL LOT AREA: 149,675tS.F. CALC./ ' DRAWN: P. HAGIST • / looleOVERLAY DISTRICT- NOT A ZONE 11 (AP-ZONE) CHECK: M. DIBB co / FILE: 8655SEP7.DWG I ' `� �.r• ' / FEMA D ZONE DISTRICT. ZONE "C" AS SHOWN ON DWG. NO: 5518-03 Pco ANELE250001 0011 D JOB. N0: 4-8655.00 SHEET 2 OF 2 j -- - -- — __. ------- - REVISIONS: NO. DATE DESC. 1. 5/10/06 DECREASE FOUNDATION 2. 9/15/06 INCREASE SONO TUBES 3. 10/15/06 DECREASE BEDROOMS 4. 1/19/07 DECREASE BLD. SIZE O OL( cn SECOND FLOOR — z BATH z Q 0 0 � BED 3 0 0 � z 0 > PROPOSED o 0 2 3 . 5 DECK -1- oo CLOSET L-Li cf) cn w w z m Ld illQo( fl E(fl Ell D.. (n r� 00 O Q z m O ^ (n H ALL o GARAGE5 . 5 5 . 5 5 . 5 � ATTIC BED #213. 0x22 . 0BASEMENT N AREA 21 . 0 x 1 5 . 0 14. 0 ' x34. 0 ' BATH 18 . 0 PRELIMINARY FLOOR PLANS 't 34. 0 14. 0 48 ., 0 ' WATER HOLE LANE W. B ARNSTABLE MASSACHUSETTS FIRST FLOOR PROPOSED b11MCH 1 , 2005 DECK LIVING ROOM 3 2 . 0 ' x 16 . 0 ' N a KITCHEN LAUNDRY MASTER ,. 2 4. Ox 16 . 0 7 . O ' x 7 . 5BED #l 1 4. 0 ' x 2 3 . 0 ' PREPARED FOR: m DAVID ROSS Y a 60 WIDGEON WAY W. BARNSTABLE 0 MASSACHUSETTS (508) 362-8568 B H . BATH C L C , Q SCALE. 1 4 0 0.5 1 2 MEM ti 0 2 4 8 FM Ln to CALC./DESIGN: K. HEALY FILE: 8655SEP7.DWG tn �I DWG. N0: 5518-05 co SHEET 1 OF 1 JOB. NO: 4-8655.00 a a I