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0298 WHEELER ROAD - Health
298 Wheeler Road Mars#ons Mills CP/R 082018 I o` CERTIFICATE OF ANALYSIS Page: 1 u M ` ys ?` Barnstable County Health Laboratory Report Dated: 8/10/2006 it Report Prepared For: Order No.: G0637358 Elizabeth Young 298 Wheeler Road Marstons Mills, MA 02648 Laboratory ID#: 0637358-01 Description: Water-Drinking Water Sample#: Sampling Location 298 Wheeler Rd.Marstons mills,MA f Collected: 8/2/2006 Collected by: E.Y. Received: 8/2/2006 Routine +Ammonia ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Ammonia BRL mg/L 0.20 EPA 350.3 8/2/2006 LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 to EPA 300.0 8/2/2006 LAB: Metals Copper ,. BRL mg/L 0.10 1.3 SM 311 I B 8/4/2006 troll r. ;;:, ; . , Q.12 mg/L 0.10 0.3 SM311113 8/4/2006 Sodium. „e 1.0. mg/L 1.0 20 SM 311 IB 8/4/2006 LAB: Microbiology , Total Coliform Absent P/A o 0 309 8/2/2006 LAB: Physical Chemistry Conductance 220 umohs/cm 2.0 EPA 120.1 8/2/2006 pH 6.7 pH-units 0 EPA 150.1 8/2/2006 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Tested LAB: GUMS 1,1,1,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 8/3/2006 I 1,1,1-Trichloroethane BRL ug/L 0.5 200 EPA 524.2 8/3/2006 .,,1,1,2,2-Tetrachloroethane BRL ug/L 0.5 EPA 524.2 8/3/2006 •1,1,2,T rich loroethane BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 1,1-Dichloroethane BRL ug/L 0.5 EPA 524.2 8/3/2006 1,1'-Dichloroethene BRL ug/L 0.5 7.0 EPA 524.2 8/3/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I �---t Page:CERTIFICATE OF ANALYSIS 2 Barnstable County Health Laboratory �•s'�CHLS�t" Report Dated: 8/10/2006 Report Prepared For: Order No.: G0637358 Elizabeth Young 298 Wheeler Road Marstons Mills, MA 02648 1,1-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2,3-Trichlorobenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2,3-Trichloropropane BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2,4-Trichlorobenzeiie BRL ug/L 0.5 70 EPA 524.2 8/3/2006 1,2,4-Trimethylbenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2-Dibromo-3-chloropropa BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2-Dibromoethane (EDB) BRL ug/L 0.5 EPA 524.2 8/3/2006 1,2-Dichlorobenzene BRL ug/L 0.5 600 EPA 524.2 8/3/2006 1,2-Dichloroethane BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 1,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/3/2006 1,3,5-Trim ethyl benzene BRL ug/L 0.5 EPA 524.2 8/3/2006 1,3-Dichlorobenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 1,3-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/3/2006 1,4-Dichlorobenzene BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 2,2-Dichloropropane BRL ug/L 0.5 EPA 524.2 8/3/2006 2-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/3/2006 4-Chlorotoluene BRL ug/L 0.5 EPA 524.2 8/3/2006 Benzene BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 Bromobenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 Bromochloromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Bromodichloromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Bromoform BRL ug/L 0.5 EPA 524.2 8/3/2006 Bromomethane BRL ug/L 0.5 EPA 524.2 8/3/2006 I Carbon tetrachloride BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 Chlorobenzene BRL ug/L 0.5 too EPA 524.2 8/3/2006 Chloroethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Chloroform BRL ug/L 0.5 80 EPA 524.2 8/3/2006 Chloromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 cis-1,2-Dichloroethene BRL ug/L 0.5 70 EPA 524.2 8/3/2006 RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i CERTIFICATE OF ANALYSIS Page: 3 j aS' s < Barnstable County Health Laboratory �'=r'tCHlSS�' Report Dated: 8/10/2006 Report Prepared For: Order No.: G0637358 Elizabeth Young 298 Wheeler Road Marstons Mills, MA 02648 cis-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/3/2006 Dibromochloromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Dibromomethane BRL Ug/L 0.5 EPA 524.2 8/3/2006 Dichlorodifluoromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Ethylbenzene BRL ug/L 0.5 700 EPA 524.2 8/3/2006 Hexachlorobutadiene BRL ug/L 0.5 EPA 524.2 8/3/2006 Isopropylbenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 Methyl-tert-butyl ether BRL ug/L 0.5 EPA 524.2 8/3/2006 Methylene chloride BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 n-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 n-Propylbenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 Naphthalene BRL ug/L 0.5 EPA 524.2 8/3/2006 p-Isopropyltoluene BRL ug/L 0.5 EPA 524.2 8/3/2006 sec-Butylbenzene BRL ug/L 0.5 EPA 524.2 8;3/2006 Styrene BRL ug/L 0.5 100 EPA 524.2 8/3/2006 tert-Butylbenzene BRL ug/L 0.5 EPA 524.2 8/3/2006 Tetrachloroethene BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 Toluene BRL ug/L 0.5 1000 EPA 524.2 8/3/2006 Total xylenes BRL ug/L 0.5 10000 EPA 524.2 8/3/2006 trans-1,2-Dichloroethene BRL ug/L 0.5 100 EPA 524.2 8/3/2006 trans-1,3-Dichloropropene BRL ug/L 0.5 EPA 524.2 8/3/2006 i Trichloroethene BRL ug/L 0.5 5.0 EPA 524.2 8/3/2006 Trichlorofluoromethane BRL ug/L 0.5 EPA 524.2 8/3/2006 Vinyl chloride BRL ug/L 0.5 2.0 EPA 524.2 8/3/2006 Water sample meets the recommended limits for drinking water of all the above tested parameters. 1 Approved By: -------- ---- ----- (Lab ector) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Pir 508-375-6605 ':`'':• p, OVj�ALYSIS �„ Page: 1 CERTIFICArT l� .. d \...': :.: 'q LE Barnstable Coun Health Laboratory RepoP92VS/127200®M 3: 'C Report Prepared For: J Kriss Stevens Order No.: G0530096 Century 21 Seaside Village Properties LLC �jV�SiQ 877 Main Street Osterville, MA 02655 Laboratory ID#: 0530096-01 Description: Water-Drhddng Water Sample#: 30096 Sampling Location: 298 Wheeler_Rd._Marstons-Mills;MAC Collected: 5/10/2005 Collected by: K.Stevens Map 018 Parcel 28 Received: 5/10/2005 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 10 EPA300.0 5/11/2005 LAB: Metals Copper BRL mg/L 0.10 1.3 sM 3111B 5/12/2005 Iron 0.93 mg/L 0.10 0.3 SM 3111B 5/12/2005 Sodium 11 mg/L 1.0 20 SM 3111B 5/12/2005 LAB: Microbiology Total Coliform Absent P/A 0 0 309 5/10/2005 LAB: Physical Chemistry Conductance 150 umohs/cm 1.0 EPA 120.1 5/10/2005 pH 6.8 pH-units 0 EPA 150.1 5/10/2005 Based on the results of the parameters tested, the water is suitable for drinking,but may present aesthetic problems(taste, odor, staining) due to Iron. �1 Approved By: -�-�—f (L Director) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 W No,r)-0 0-1 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppricatfou for Mi "Upgrade p5tem 6w5tructfou Permit Application for a Permit to Construe ( )Abandon( ) El Complete System Individual Components, Location Address or Lot No. A* 4,4d Owner's Name,Address and Tel.No. Assessor's Map/Parcel A'AFk'S°kAS A' i i 5 — Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �i'l,f-�2 Cat�.'�+�'�•✓�a�. Acl4c 0'-a,- T J1-t-- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Till 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i by o of Hea . 1 Signe Date Application Approved by Date ��� Application Disapproved for the following reasons Permit No. � "-"—�—�`T Date Issued till Q V jj No Fee 1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:t/J Yes PUBLIC,.HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS r 3pplication for )Bi0pasA p5tem,C`on�truction Permit Application for a Permit to Constmc epair( pgrade( )Abandon( ) El Complete System GCS Individual Components Location Address or Lot No. kc,,4 d Owner's Name,Address and Tel.No. f" Assessor's Map/Parcel M Ar S i'n S /M r 1/S 0 2— bid ,!1 A I IV` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 55v,141n Gt !9XCA164I(C^ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title -"- Size of Septic Tank Type of S.A.S. Description of Soil Nature'of Repairs or Alterations(Answer when applicable) fr,k/4*. e )A r� t Date last inspected: Agreement: _ The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i sue by hit o - of Hea th. ' Signe Date Application Approved by Date Application Disapproved for the following reasons Permit No. '�ac L/ Date Issued G THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( )by at has been constructed i accordance with the provisio s of{T�itle 5 and the for Disposal System Construction Permit No. 1 4� 3a dated -7 S l� Installer -91_ Designer 4 The issuance of his permit shall not be construed as a guarantee that the sM it Date-7DatefunctiA s-designed. uL� Inspector . J � ------------------•—————-- __ No Fee /o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS ?igpogaf *potem Co 5truction Permit Permission is hereby granted to Constr c epair( grade( )Abandon( ) System located at oZ 9 � _ and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditio . Provided:Construct• n m�}ust e completed within three years of the dat of this el it. �-1 Date:_ la Approved by VIAP PARCEL I T z LOT I, . COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION �o I 1I2�1 TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner's Name: W.R.REALTY TRUST Owner's Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Ila c7C) Date of Inspection: 7/23/04 7!: < s Name of Inspector: (please print) JOHN GRACI,INC. Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02536 —t Telephone Number: 508-564-6813 FAX 508-564-7270 co � rn CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Tit e 5(310 CMR 15.000). The system: _ Passes X Conditionally sses _ Needs Furth valuation by the Local Approving Authority Fails Inspector's Signature: Date: 7/23/04 The system inspector shall submit a py of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspectio . If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments SYSTEM CONDITIONALLY PASSED TITLE V INSPECTION. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE.D-BOX IS STRUCTURALLY UNSOUND AND NEEDS TO BE REPLACED. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title. 5 Tmnertinn Fnrm 6/15/9000 1 Page 2 of l l OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: SYSTEM CONDITIONALLY PASSED TITLE V INSPECTION.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE.D-BOX IS STRUCTURALLY UNSOUND AND NEEDS TO BE REPLACED. B. System Conditionally Passes: X One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. n/a The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: n/a n/a Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): _ broken pipe(s)are replaced _ obstruction is removed _ distribution box is leveled or replaced ND explain: n/a n/a The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): _broken pipe(s)are replaced _obstruction is removed ND explain: n/a f Page 3 of,1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23104 C. Further Evaluation is Required by the Board of Health: _ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which,will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well".Method used to determine distance n/a "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: n/a Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no to each of the following for all-inspections: Yes No X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _ X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than %2 day flow _ X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped NOT IN THE,LAST YEAR. X Any portion of the SAS,cesspool or privy is below high ground water elevation. _ X Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a public well. _ X Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ X Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] NO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ X the system is within 400 feet of a surface drinking water supply X the system is within 200 feet of a tributary to a surface drinking water supply _ X the system is located in a P nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supplywell If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. a I Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 Check if the following have been done.You must indicate "yes"or"no" as to each of the following: Yes No X _ Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X _ Has the system received normal flows in the previous two week period? _ X Have large volumes of water been introduced to the system recently or as part of this inspection? X _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or dwelling inspected for signs of sewage back up? X _ Was the site inspected for signs of break out? X _ Were all system components,excluding the SAS,located on site? X _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no I X _ Existing information.For example,a plan at the Board of Health. X _ Determined in the field(if any of the failure'criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] I I 5 Page 6ofII OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder(yes or no): NO Is laundry on a separate sewage system(yes or no):NO [if yes separate inspection required] Laundry system inspected(yes or no): NO Seasonal use: (yes or no):NO Water meter readings, if available(last 2 years usage(gpd)): n/a Sump pump(yes or no): NO Last date of occupancy: n/a COMMERCIALANDUSTRIAL Type of establishment: n/a Design flow(based on 310 CMR 15.203): n/agpd Basis of design flow(seats/persons/sgft,etc.): n/a Grease trap present(yes or no): NO Industrial waste holding tank present(yes or no): NO Non-sanitary waste discharged to the Title 5 system(yes or no): NO Water meter readings,if available: n/a Last date of occupancy/use: n/a OTHER(describe): n/a GENERAL INFORMATION Pumping Records Source of information: NOT IN THE LAST YEAR Was system pumped as part of the inspection(yes or no): NO If yes,volume pumped: n/agahons--How mas quantity pumped determined?n/a Reason for pumping: n/a TYPE OF SYSTEM X Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative%Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank Attach a copy of the DEP approval Other(describe): n/a Approximate age of all components, date installed(if known)and source of information: APPROX. 1983 PER ASBUILT Were sewage odors detected when arriving at the site(yes or no):NO Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 BUILDING SEWER(locate on site plan) Depth below grade: 66" Materials of construction:_cast iron _40 PVC Xother(explain):20 PVC Distance from private water supply well or suction line: n/a Comments(on condition of joints,venting, evidence of leakage,etc.): WELL WATER- 153 FEET AWAY SEPTIC TANK: X(locate on site plan) Depth below grade: 60" Material of construction: Xconcrete_metal_fiberglass—Polyethylene other(explain)n/a If tank is metal list age: n/a Is age confirmed by a Certificate of Compliance(yes or no): NO(attach a copy of certificate) Dimensions: L 8' 6" H 5' 7"W 4' 1011" Sludge depth:3" Distance from top of sludge to bottom of outlet tee or baffle: 31" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 18" How were dimensions determined: MEASURED Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND AND FUNCTIONING PROPERLY. RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFUL LIFE. GREASE TRAP:_(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass_polyethylene_other(explain): n/a Dimensions: n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle: n/a Date of last pumping: n/a Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): n/a 7 Page 8,of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DI SPOSAL SYSTE M INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: n/a Material of construction:_concrete_metal_fiberglass—polyethylene_other(explain): n/a Dimensions: n/a Capacity: n/a gallons Design Flow: n/a gallons/day Alarm present(yes or no): N/A Alarm level: N/A Alarm in working order(yes or no): NO Date of last pumping: n/a Comments(condition of alarm and float switches,etc.): n/a DISTRIBUTION BOX:X(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): D-BOX IS STRUCTURALLY UNSOUND. PUMP CHAMBER:_(locate on site plan) Pumps in working order(yes or no):NO Alarms in working order(yes or no):NO Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): n/a R f Page 9 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,excavation not required) If SAS not located explain why: n/a Type 1000 GAL 6' X 6' leaching pits, number: 1 n/a leaching chambers, number: n/a n/a leaching galleries, number: n/a n/a leaching trenches, number, length: n/a n/a leaching fields, number: n/a n/a overflow cesspool, number: n/a n/a innovative/alternative system Type/name of technology: n/a Comments note condition of ( o soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): LEACH PIT IS STRUCTURALLY SOUND AND FUNCTIONING PROPERLY.SYSTEM SHOWS NO SIGNS OF FAILURE.PIT HAS 4' OF LIQUID IN IT NOW.STAIN LINES INDICATE PIT HAS 6" OF EFFECTIVE LEACHING LEFT IN IT.BOTTOM IS AT 13 FT. CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: n/a Depth—top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer: n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater inflow(yes or no):NO Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): n/a I PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: n/a Depth of solids: n/a Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation, etc.): n/a 4 Page 19 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet.Locate where public water supply enters the building. q o I 4A i�` 1 4g PA l l in Page 11.of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 298 WHEELER ROAD MARSTONS MILLS,MA 02648 Owner: W.R.REALTY TRUST Date of Inspection: 7/23/04 SITE EXAM _Slope _Surface water _Check cellar Shallow wells Estimated depth to ground water 0 feet Please indicate(check)all methods used to determine the high ground water elevation: YES Obtained from system design plans on record-If checked,date of design plan reviewed:3/14/83 NO Observed site(abutting property/observation hole within 150 feet of SAS) NO Checked with local Board of Health-explain: n/a NO Checked with local excavators,installers-(attach documentation) NO Accessed USGS database-explain: n/a You must describe how you established the high ground water elevation: GROUNDWATER WAS DETERMINED FROM ENGINEERED PLANS-GROUDWATER IS AT ELEVATION 10.5-BOTTOM OF PIT IS AT ELEVATION 17-SEE ATTACHED PLAN ld FT. M//V /YO7'Zr = /P E/TNC.Ar THE S,,PT/G TAN.e; OR LE.�GJ//NG P/T �ME 11ORE 7-NA ell /Z",gZj 0J /O Fe: /rDIAI :iR.Al7E�.� -P4' 0/A"-f ET.ER C'oiyCA-z. -,E COYt =j AZZ &,F ABOOV(SAeT TO 4�?AOE.��,ti EXTRA Afi/v. P/TC� h`EgVY CA 5'T /Eo/�+ „�. — EL• ZIo,S CGYEIdS - %�'BE.FFT: /FIN GR/VElvr4Y 2 MiN. �` CONC.ir'�TE � �� CL EAN .SAID .O.�41-4 . -!• Z'LAYER NMI.P/MNCIA L. 0 O `Gr•FIM1.J�'Y% Arm'6'T S,��T/C rAtVX D/SY. . s . • o • • • m WA SHFO SroNE IY,ASW"P .V70NE X . s � • PRRECAJr SE&RAG IMYCi F7 EgRVATIONS ►° • • e ° • ° • o113 1 x r• o r 1 3. 1 ��D � I,VVZAT AT AVIAA//1/6 24 5 Fr, PIT CAPAccrY : G-7 8. D C FT. D!Am. T E L - 1-7. o 1 INLET .WPTJ ' Ts4A/F/ 24.3 FT.' � SEE TA�uL.iT10� ®eoTe,FT SEPT/C 7ANP< Z4. 1 .=Y.' /AfLET®!57M Olr 2 3.9JC7 SECT/O/1I Off' — GROVAID WA7Z T TA®�E auTt.E�'1�/STi�/��•oo/v 23 .7 FT. S'E�.�CaE ®l.S®1�.�L .S'l�.ST.ff/�f 1,V4.ET LeACHINCr *9-17- 3.0 cr. 1.EACHI ry e®/T 7AJV1-AT140/1/ DESIMY CRI TAFRIA .VCA L.le A-- /sT: O/.�.EJVS!®N ��_Pam. Nl/I►�BER OF EEGROO/�!S 3 0/r4ENS/C/d. C 6 5 FT. (4 M IQ G4.e6AOZO/5,005. A-UN/r� SOIL. LOC T®TAz. E.rrrAs TEp FLOW 3 ' 0.441.1OAle SOIL TEST 0/ SOIL T.FST,*Z -TOA4 '7•4E.1T NUMjZP OF LEAG/ING BITS 1 ELEI! 1 5.5 A-LLrY SIDE LEACHIMG PE/t P/T �2�.2 Sig PT. �. j{� DATE OF. SO/� TL�37' of - 2-7 I I5. 1 d- /Tn, fL_ _ !oAM 2c /PESULTS h/lTNESS�D EY SOTTCA4 LE>�6CMINCB Im61t PIT ,$®. PT. a-�( Pelt C04AWO" RAT& / LE 1 TOTiAL LL'ACM/N6 -3 ARe*4 :9.3 So. FT. /� n AE�COL�9T/OM R.AT� Tip„-1+J M%Ao�/l A j ARSERNELEACNINd AREA359 3 �Q. FT. t'•S MED i r1 C 2 - 8 a1 te5 • / o �1ti�w,�N 'REF: �!i_TE-�T ►� `- Y- tot8 OF E L= i O. ' GR:avEL r 1 a - vQ H L�. ERG k WAI t= {{11 8 - I 1AED Oa� . QIT i 4�o� te•aTe�6���� SAti,D EL.ORE®GE =Ncr//!/"RING CA,. RYp SURdE� /ANAL EN 712 MA/N ST. , IYYA�c/ws. INgS.? ❑ NO Ce�O(/Mv y✓ATER ENCO/JNTER�o CL/EA/T,• Kilt=�( aRTE � 03- I � � G/�O LINO yvA TER �9 T EL Et! i C � L(. JOB NO' 133c�t o Sa�E-r 2 nF r r \��----------- �b-�'�------w1-1EM EP. Cao'- PQI.iA4-TE ) 170.84 A\tl� '# l I 5' w�7.E� iG[). 70��`I 1 \ 6� g '• Q� �J� I:A.�O WELL Ate; I! I I�y �Q lf1 /� cam o (•3 L N ltCk�S I �� I 1 f J / EL Q I Q �4L4SlA(3LE �ll� a`'�a e�Seo JSESSop% tint P : of 4 r r, o 1 CW AtAi I / I cl IL "l o �� �m t t t - - I i i i J. i ;lD e ,I 4y 7 f i J 1 � >r f - I , 0 i X/ i M,N 3 P b/ / e f R Q' k/ / 91 O FPc�,Xl Ada rho IS.2 I6 --- - ���� / ,�+ � �22'•,� ► �• tie. O ��. m� ;+or Ito 5 �q�(/M3j� tn' 'S 366 w^�F�R SIN `UF ) TQ�gp I bMALE � N � � II 23 25 60 LEGEtdD qg•83 1 ` CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION Ox�91�„ Iq` EXISTING CONTOUR ———0 --- 1 Lr�T IB WF-Ia FINISHED SPOT ELEVATION [�] 4p• ;g MA Q.S70UIS AA ILL> FINISHED CONTOUR APPROVED, BOARD OF HEALTH Qv I IN DATE AGENT SCALE, 1"= DATE, OS-14-83 C�'LDREDGE ENGlNEc,RlIVG CQ l!V CLIENT Q y I CERTIFY THAT THE PROPOSED EQISTERED REGISTER Ea osa BUILDING SHOWN ON THIS PLAN CIVIL LAND JOB Mo.,"�'� 1 ENQINEER SURVEYOR! DR.$Yr J. ° CONFORMS TO THE ZONI �tr OF GARNSTAB E, SS A LslY CI • o a a a�e eec�e 712 MAIN*STREET - RIc # .2 LOCATION � Y / SEWAGE PERMIT NO. VILLAGE 197 _ I �v � � o I N S T A LLER'S NAME & ADDRESS r c ® U I L D E R OR OWNER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED ��. G � . T No..�j.......`:.3 r Fx$. .._.............. THE COMMONWEALTH OF MASSACHUSETTS. BOAR® OF HEALTH ......... ................................OF........................................-----............................--------------_.. Appliration for UhipaoFal Works Tumitrurtivit thrutit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ............. ..............---.---.---...------------•----.--..........--•-•-- t,' • Q Location-Address r Lot No. , `� Owner a AT s ---- Installer Address Type of Building Size Lot. --31.�.(�. . .._Sq.•f� U Dwelling—No. of Bedrooms...... .....Expansion Attic ( ) Garbage inder J� '4 Other—Type T e of Building No. of persons............................ Showers — feterla a YP g P ( ) ( ) Q' Ot /r. fixtures ............................ / W Design Flow.... _1B.1��___________________________gallons per person per day. Total daily flow---:..6......jO.....................gallons: WSeptic Tank—Liquid capaci y'� ----gallons Length................ Width................ Diameter...__-_.._-_--- Ike tl�.._ _ x Disposal Trench—No.--.-_�--------- Width.../.......... Total Length.................... Total leaching area.�.'Z n.....sq. ft. �y Seepage Pit No..................... lWameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ✓ Dosing tank ( ) Percolation Test Results Performed by.............................•........................................... Date....................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_-_--...__----_--_------ Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a •-•--------••••--------•----------••--------------------------------------------•---•--.._......--•-......................................................... �... Description of Soil........................................................................................................................................................................ W --•-------•----------------........................................--••--•••--•-••------------•-----••---•---------------------•-----•---•---••-••-•------•---•---------------•---------•----••--_.... UNature of Repairs or Alterations—Answer when applicable............................................................................................... ..-------•-------------------------------------•--------•---------------------------.................---....-...-------------------•-------•-----------•-------------------------------•----•--•--•----- Agreement: The undersigned agrees to install the afore escribed Individual Sewage Disposal System in accordance with the provisions of TiT-12 5 of the State Sanitary Vode— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be/h issued by the board of heqlth. Sig --•-...... _ .. ---- •----•. � .............. Application Approved By. _.. -•-- ....-T -•--•--- ........ Z e Application Disapprove or t e f ollowing reasons:............................................... .............................................................. Date -•-------------------------------------------------------•--......------......._.............--------------••-------------------------------•--•---------•--------•-----•-----------------------....•= Date PermitNo....................................................... Issued....................................................... Date .... .lv� e Fx$?� ................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................O F.....................--.----...........--------------------..-..,......................... Appliration for Uiipnsal Works (funi3trartinn rrmit Application is hereby made for a Permit to Construct (f or Repair ( ) an Individual Sewage Disposal System at E ` r1 - d -•-•• ....... Location-Address for Lot No. i A. k1 , _ � �,G, ,. ✓. ........................•-............•---.............. }� r a + owner , Address( 4 . . ............................. ...................._ ........................ Installer Address !� d Type of Building Size Lot. `! 'Ls._6 0 ..:Sq f t V Dwelling—No. of Bedrooms.--.....2�c...........................Expansion Attic ( ) Garbage finder Other—Type of Building ............................ No. of persons............................ Showers ( ) — feteriaf( ) QI Ot ej� fixtures ...................----------•- . Design Flow....IL/?--�!`............................gallons per person per day. Total daily flow.....�0 gallons. ............. W Septic Tank—Liquid. capaci Y"." --gallons Length................ Width................ Diameter---------------le ---------------- x Disposal Trench— o......w............ Width...ef,.......... Total Length.................... Total leaching area--.......____------sq. ft. Seepage Pit No..................... ameter.........---.--..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Ri' --•----------•-•--•••---•-•••-••-•...................................•--•-----•-•---••-•-•-••-•...._......................................................... ODescription of Soil................................................................................................... ...---------------------•-----------------•••---•--..........•------ x U ...........=............................................................................................................................................................................................ W •--•-------------------------------•---•---=----•---------------•--•---------------•--•••-•-••-•----•---•--------...........•-----•-•-••--•--•--•---•--•------•-....•-•--•-••••-••--••--,---------•••. UNature of Repairs or Alterations—Answer when applicable..........................................................:..................................... �. Agreement: - „�• The undersigned agrees to install the afore escribed Individual Sewage Disposal System in accordance with the provisions of:i: 5 of the State Sanitary ode—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by the board of health fi yf r ,. �r4{ ✓�` 1 ` JD e Application Approved By.. •-•-• ....... -•-----•........................._ .......... e. -� �- 7_ ----•- 7-, r---••-----••^ Date , -G..�.� 1�1 Application IDisapprove f or t e following reasons------------- --•-•--•----•-•..............•---•---••-.....---•-••--•---•--...-•---•••.....-•-......----------•---...••--••-----•••-•.....-----••-------•-••--•-•••--•----•-•--•-•••-•••----•••-------•---......._.._. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD,-PF HEA T17 ....................OF........ E.......i.e+.:��..t...'. I - (9tr ifiratr laf Ta utplianrr T "IS T CERTIFY, That the Individual Sewage Disposal System constructed or Repaired ( ) by...E fax•{. .. .... ....+..... ./ ... ..�. �........--Installer 4 d' ; has been installed in accordance with the provisions of T TLC; of The State Sanitary �d as ale .ribed in the ,�r. 5 >. application for Disposal Works Construction Permit No.'.._, -- :.�--�!f .-_......... dated..:%:. ,-. � ----.�................ THE ISSUAN99 OF THIS CERTIFICATE SHALL NOT BE CONSTRII GQARA TEE THAT THE SYSTEM WIEL.Mv CTION SATISFACTORY. - DATE ................................................... Inspector---.. .---•. •------•-••••----•••----••--------•-•-•-----•---•--•--••......••-•-- THE COMMONWE/{+�LTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF..................................................................................... f f1... FEE........................ �i���S�tl nrk� �nn�� Uan rrnti� `Permission is ereby granted.-��I j--'... .......... to Construct (� orlRepair'(/ Jj Lr Inavidual� age Disposal System atNo..�-'' '� //~ fi =---c---•-- t............-------...------------•---------------•---------------•---.....---- ' ........... ' Street ,9 as shown on the application for Disposal Works Construction Permit No ': .......... Dated.:- ��,.:...:....4 .. ......... .......................... `-•• ----------•-------------------------------•.....................--- Board of Health DATE:....... .....:-••••---•-•••-----••.._..... FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS /VOTE = /F EfT.YER THE S�PT/C TANK. OR 20 jar. /�//N. .1 i��Gf/fNG P/T 4,v a PIORB TNA:4/ /2"SELOyN -- ;JR.40E, � 20 �O/. METER CaMCRFT� CODER to StlA L L 'VIE ®.?O UGH T TO 4 RA o GONGRZT� q'PYC P/PL Al A=,4VY CA ST /.?O/Y C 0✓E.4 S, .4 L L 3,, US ED "IAOP. PITCJV /F/N O°4/✓Elti/A Y EL= 2(0•5 COYEIRS - /® "RAW.007.. rC'DNGC�T� C'L E,4,'V SA.'V O .N—.i L L L�WO LEVEL Z LAYER /RON:P/PE.�. :_ �S®G - GAL - • - • • • • a • • r � 6 oso MdN.P/TfA► DrIST, o WA 5,Y- STONE TANS a . •• ••• • • +j4'Pit fT SEp'T/C • . • • . . • BQX n � • $ • • a � e � + • : • , •. 1 1J. ♦ • •• DePTtd • e • e . WAS.YED STONE AP � • • � • r + • • r �` 400 • s v its + • a • a e • e • a d a, PRECAST SEEPAGE X.15 SAS. t •. • • • • • • r a o P/T OR "411 V. 1JVYE� �"LY.�T/oAP�y II5.. 1 x '.t o t i.3: t �fD' $ EL_= t 7_0 ve ?A[YZM'T AT RVIEDIkGT; �� 5 F� Prr cAPA6,T row 8 6. e-/O G fT. Dii4M. IN. .SEf?TKY ,TA/d/EC _I'L FT. VIAM. C(sEz raeuL.aTraw�. ddtTL�T SEP�'1G•TA�N � �L_rFT � ;. .`' t r G/E'Ou iT l�GEiTEW 7A434E �r►�` I�LE'T DASTR/131R70N; Batch •�7�. ..,. avnE ' R��sErtonr;eo�r 2 /r1/1.ET"LFAU/dNG"PdT 3 O �cT $E 1�VAGE' 'OfSO�SA L SY.S'r&/y! LEAC"1dVCw, -9 7' TABlJL.�T/BN '. �. +` - SCALE �4 r !•=.O''• - Od/9?ENS/OA/ A 2 FT.. DES/6JY CRlTERl�R , .. or�.�xsicw" 8 !A F'T`• .-vt��IBFR`OF®EDu�dOMS � DfMENS/ON C �.5 FT. {4: M r►J GAGED/SP0.5.4L UNIT YES" SOIL LOG G,•.ra T D -TES 7X7 S !L / SO/ ST 3 L 3 co Y SQ I L TEST #2 ' TOTAL E.?T//►�JA�'Ea PILO rV GAL.�DA XUMBg,P 464 LfAC11lNG P/TS_ tgLL�Y 15. ELg✓. 31 9 DATE OF SOJL 'TEST yi - `Z-T - 8 SIDE• ACNiNG PER P/T ILo•,L $a" /•T- _ a_. • ��t` _c,AM P- RESULTS h!/TNESSED 8Y _' 1 Ac�,='P--r 9vrroM LagC'N/NG PER P/T � ^�`�--fit:- �ERCOL/►T/ON R.4TE�/ lyIM�IINGPf TOT.�t 4,64CHINa I AREA 319-3 SO fT. ,' PfrtcoLAr�a/v R.oTE A2 ;�t�� M/x.�I/vc�► E^ 33 .3 SQ FT. i :?EscRYF"GFACNlNG AR Of ��N M — L= 1 6 - Nn ERG .a V y. ` -PEW 3" EL DREDGE ENGIN"RIA/G CO,/,NC. TS �OMAIEN 7/2 MA/N Sr. , A/YR1cv fiS. MA1 s . �3 Q N O GRO..LlNr7 yYi4 TL'e�? E'NCO U/V TERM D CL/ENT: P-l LE�`-r/ IPPIR 0'3- 14- `3S �$ _GRO UIVO 1-VA TER AT ELEV. I0.5_ �. JOB NO: 3�t� SNEET�OF f President: F � � Member of: ROBERT BRUCE ELDREDGE,R.L.S. CAPE COD SOCIETY OF PROFESSIONAL OfficeHN R.ELLIS,R.L.S. ENGINEERS AND LAND SURVEYORS JManager: ELDREDGE ENGINEERING MASS.ASSOC.OF LAND SURVEYORS O Associates: AND CIVIL ENGINEERS ALBERT A.MORSE,P.E.,R.L.S. COMPANY, INC. AMERICAN CONGRESS ON PHILIP WEINBERG,P.E.,R.L.S. SURVEYING AND MAPPING / r AMERICAN SOCIETY FOR G�EC�CIEE4Ed �EG�i1t£2£d TESTING AND MATERIALS land Civil 712 MAIN STREET IsuTVE9071 Zn9inEE't1 HYANNIS,MASS.02601 TEL.(617)775-2244 September 15, 1983 Board of Health 367 Main Street Hyannis, Massachusetts 02601 RE: William A. Riley, Lot. 18, Wheeler Road, Marstons Mills, Ma. REF: Barnstable Board of Health Letter Dated April 6, 1983 REQUESTING WRITTEN CERTIFICATION OF SEPTIC SYSTEM DESIGN 4 Gentlemen: The location of the leaching pit .was staked by this office on May 5, 1983. On 'September 13, 1983, the existing sewerage system. on said Lot 18 was located by this office and the results are as follows: As Built: As Designed: Invert at building 20.31 24.5 Inlet of septic tank 20.04 24.3 Outlet of septic tank 19.78 24. 1 Inlet distribution box 19.61 23.9 Outlet distribution box 19.49 23.7 Inlet leaching pit 18.99 23.0 The septic system inverts, as built, vary an average of 4. 21± " from the design. Should you have any questions, do not hesitate to call. Very truly yours, ELDREDGE ENGINEERING COMPANY, INC. n�RE�llis, R. L. S. Office Manager cc: Riley Houghton JRE/etb TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS r n f NAME 1 (A en ADDRESS VILLAGE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE- TYPE: OR CHEMICAL ? ��� kK ��e 6An a soo12 - �_ (Give same information for any additional tanks on reverse s'de of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: V 5 TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS A P P R O V E D Barnstaole Conservation Commission � 3 Signed ' Da e � _J 1 i STAMP: 1 i I I — / 7 — � I _ 1 IF = C /1 .v f c. — z U A mCr ono �Q 00 w NEW ADDITION FORTHE YOUNG I-ESIDENCE MARSTONS MILLS, MA.A02648 z W O d LOU' NI GENERAL NOTES (See also Project Specifications): 5. Existing surfaces disturbed during the course of the Work shall be reconstructed and ABBREVIATIONS SYMBOLS SCHEDULE OF DRAWINGS Q O C� ,';' finished to match adjoining surfaces. Patched areas shall be finished in such a mmner �,i.� - z as to provide Visual and structural continuity across the entire aFFected surface. AB. ANCHOR BOLT JT JOINT / I T-1 TITLE SHEET AF.F. ABOVE FINISH FLOOR TAG LAG BOLT p\`-III—/f Namx.DwOR I, The General Conditions state that the Contract Documents are complimentary. q. All voids created or surfaces disturbed resulting from cutting, removal or installation of 1 ACT ACOU-ICAL TILE LAN. LANINATE LU elements as t of the Work shall be filled and Finished to match adjoining construction. : ALUM ALUM NUN -V. LAVATORY A FLOOR PLAN/ELEVATIONS z � z 2. Provide the services of a Massachusetts Registered Surveyor to layout structure an site par J g ' INS D ANODIZED L LENGTH 919 Y woo 9 AT nFR MANUFACTURER SECTION INDICATOR-LETTER IN A-2 FRAMING PLANS/CROSS SECTION and establish existing elevotians. Elevation of finished floor shall be established by 10. Except as provided in the Documents, no structural member or element shall be cut .� BsMY BASEMENT M.O. .—.T OPENING ,1 TOP HALF OF CIRCLE INDICATES LU Cn. Architect with elevation information provided by Surveyor. without written approval of the Architect. The General Contractor shalt coordinate all Is BLOCK Ol19 MAT. MATERIAL THE SPECIFIC SECTION. THE N' MAx' 4-6 NUMBER AND LETTER IN THE. �v SLK BLOCK NEC MAXIMUM BOTTOM HALF INDICATES THE cutting and shall advise the Architect of any potential conflicts with new or existing I eLKG BLacKIyG nECH. nEw,wlcAL Na h— Q 3. The General ContCOCLor is reSpansible For all the work. structure. BOUT BOTTOM NTH' MINIMUM ♦45.5 pp S T ELEVATION A. Build and install parts OF the Work level, plumb, sepere and in correct position. !.B.O.W. BOTTOM OF WALL MTD. MOUNTED N 13. Make joint. ti ht and neat. If such is impossible, apply moldings, sealant Or Other IL Demolition work shall ani be carried out once all temporary shoring and bracln Is In BL BEAM NO NUMBER +/- 45.5 LEVEL LINE SPOT ELEVATION J e p PP Y 9 Y P Y g e '! BLDG BUILDING NOM. NOMINAL LEVEL LINE OR WORKING joint treatment as directed by Architect. place. Removal of all temporary supports shall be completed arty after new work is secure cPr CAR ET N.I.C. NOT IN CONTRACT � POINT C. Under patentiall darn conditions, Vide lvanic insulation between different and cam IBte. CEMT CASEMENT N.T.S. Han TO SCALE Flo, ROOM NUMBER Y P Pro 90 p CK CAULK ING) O.G.. ON CENTER metals Which are not,adjacent on the ga1-1C scale. '' C(.G CEILING OH OVERHEAD 12. All material., equipment and workmanship shall conform t0 the requirements of. CLOS CLOSET C01PHI .OPENING (� DOOR NUMBER D. Apply protective finish to parts Of the Work before concealing them. Far example, authorities having jurisdiction OF the Work. cols COLUnH PNT. PAIHT OA WINDOW TYPE paint door.tops, bottoms, giming stops, glazing rebates,and hardware cutouts before "C. CONCRETE Pro PAINTED hinging doors, and paint corrodible mounting plates before installing parts over them, 13. All materials and equipmenL shall comply with the Occupational safety a^.! ;:o_th Act, CMU CONCRETE MASONRY UNIT PNL PANEL E. Where accessories are required in order to install ports OF the Work in usable form including all amendments. : Ca1ST. CONSTFwCTION PART. PARTITION E� wnu TYPE CONT. CONTINUOUS PL PLATE and to make the Work perform properly, provide such accessories. IF special tools CJ CCNTROVCONSTR.JOINT PLAS. PLASTER REVISION MARK TITLE: are required to maintain, adjust and a products, provide 14. All materials old ewalipment 5hOIl<anfOrm t0 the r¢gPiremenL9 Of author'::cs Having CTSK COUNTERSUNK PLAN, PLASTIC LAnINATE 0 J repair oducts, ovide them. i DET. DETAIL PLBG. PLUMBING jurisdiction regarding not using qr Installing asbestos or asbestos-containing.r.Oteriais. F. Follow manufacturer's !rstru mans Far assembling, installing and is in adjusting products. alA DIAMETER PT. PLYWOOD .CONCRETE-PLAN OR SECTION Do not install roduds In a manner contra to the manufacturer's instructions 15. Ali c Int used on all product and assemblies shall conformto A.N.5.1. ?!.k.l, DIM. DIMENSIGN P.T. PRESSURE TREATED P contrary P OR DOOR O QUARRY TILE unless authorized in wr'i''q by the Architect. Specifications for Paints and Coatings Accessible to Children to Minimize Dry -11m TOxlGlty. OH DaUBLEHDNG P.T.ev REQUIRED BRICK-PLANS OR SECTIONS G. Adjust and operate 01! Itcr,S of nRINR DRAWER M. REFRIGERATOR equipment, leaving them fully ready for use. ® CONCRETE BLOCK PLANS OR SEC. TITLE SHEET 16. All warrmfies, gUnrm[re?mrl SP.VIf.P.mnintRlr>nrP.ngrr.PrrlPnts 5hO11 CarC:.men.::,an Lhw DYIG(S)DRAWING(S) REV. REVISIONS ` H. Th.diviSlan Of the DOCV!ne111.9 into Architectural, Structural, Electrical, MEChaniC01, r OF DRINKING FOUNTAIN R RISER PLYWOOD Plumbing and Civil can anents is not intended as division of the Work b trade or date of Substantial Completion of the Work or of the item being guaranteed, 'whichever Is DW DISHWASHER RD ROOF DRAIN - g P y later, So that the Owner may receive full use OF the item Fof the guar ':tee -warranty ELEC. ELECTRICAL) RM. ROaN ® 5TEEL,LARGE SCALE Othsrwi.e. period EL ELEVATION R.O. ROUGH OPENING I. Provide utility installations, From lot line to house including underground electrical, ELEV. ELEVATOR SECT. SECTION ® ROUGH LUMBER water, tele hone and CAN to complywith all local codes and requirements. 17. GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRL7.!Oi:. ! - EMERGENCY SPEEDS'SCHEDULE IPA P EO EETAL' SPEC. SPECIFICATIONS ® FINISH LUMBER J. Concrete shall have compressive strength of 3000 psi @ 28 days for walls and A. Seal cracks and openings to make the exterior skin of the building tight t>water and I EXIST. OBUSTING 9L SIDELIGHT 3500 psi @ slab work, and reinforcing rods a woven wire fabric (WWF) per drawings. air t I A'ExG. STD. STANDARD INSULATION-RIGID g entry. EJ EXPANSaN JOINT SOP SHELFOPOLE INSULATION-BATT Where noted, rovide hard steel trowel finish an slabs. B. Provide de ate blockin bracin milers, Fastenin and other su orts to install ExP ExPOseo. STL STEEL ® \ p a qv e, g, es pP DATE ISSUED; and m.oofing'shall be factory monuFactured semi-mastic consistency from asphalts parts of the work secure) Blockin brain Hailers, fastenings and other Supports FIN ENTERER SUKP. SUSPENDED Y t 9; g pport. FIN FINISHED THK THICK CDNFA 11/24/08 and mEARTH ineral fibers, and Installed On all wall.old Foating5. shall be Of a type not subject to deteriordtion ar weakening q9 the r¢SUII Of FA FIRE ALARM TOE, TOPIBOITQI COMPACT GRAVEL Piers Far decks shall be concrete Filled 5m.tube forms. environmental condition.Or in F.B.O. FURNISHED BY OWNER TOG TONGUEOGROOVE REVISIONS: aging. FE FIRE EXTINGUISHER T.O.F: TOP OF FOUNDATION - WELDED WIRE MESH 4. The General Con ractor shall verifyall dimensions at the site and shall notify the C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes i FL FLOORING) T.O.W. TOP OF WALL ���� _ Y I FLUOR FLUORESCENT T TREAD PROPERTY LINE Architect of an divers ties before g P g old other products pass through or are being removed from existing con5tr uctial. FT FO T y pan proceedin with the Work or urchasin materials TYP. TYPICAL D. Provide ChOSe9, Furred spaces, trenches, covers, pits, foundations Dnd other I FTC. FOOTIN4 UN IN. UNFINISHED CENTER LINE Or equipment. Verify critical dimensions in the Field before fabricating ilem9 Which must FND. FOUNDATION V.I.F. VERIFY IN FIELD canstructian required ITicanJunctian With Lfle Wofk. If 5UCh Can9tfUCLlan IS not I FUR, FURRED(ING) fit adjoining construction, V!N VINTL shown an the Drawings, coordinate with Architect for sizes and placement. G GAs VCY VINYL CQTPDSMCN nM 5. All details are typical unless otherwise noted and are not necessarily shown in the E. Provide and coordinate access doors and panels as r fired For access to I GALV. GALVANIZED QG"rAA�.¢t�PLs- ecp! fired eat GC GENERAL CONTRACTOR vWC VINYL WALL COVERING Documents at all locations where they Occur. requiring adjustment, Inspection, maintenance or other access and as required for access I GL GLASSGLAZING WC WATER CLOSET GR GRADING W WIDE/WIDTH G. The Architectural Documents govern the location of all Electrical and Mechanical Items to spies not otherwise accessible, such as attics and Yrawl space.. .I GYP.BD.GYPSUM BOARD / WIiN P F. Check Drawings and manufacturers' literature far requirements for bases, pads, and I HOBD HARDBOARD we WELDED 03 Installed as a part of lhx:Work. W.W.M. WELDED WIRE MESH other supporting structures. Provide such structures. Remove supposing 9LY000Ure9 HOWD HARDWOOD WD WOOD DRAWN BY: 7. Existing items which we not to be removed and are damaged or removed in the course associated with removed e i ent and patch remaining surfaces. HVAc 4 ATING,VEI TITAN. qH PfTI Pa g O AIR CRIDITIOO/ING I �I OF the Work shall be repaired and replaced in like new condition without cost. G. As part of one year warranty specified in the General Conditions, repair cracks and �� HDWR HARDWARE {/o y�p� / F / other danage which occur as a result of settlement and shrinkage during the first year HGT HEIGHT PROJECT#: �l'� Ii7Y H.M. HOLLOW METAL after Substantiat Completian. INsuL INTEOVO aN DRAWINGS ARE a INi. INTERIOR IB. All works farm to the applicable projects, a the Massachusetts !-- :wilding JT JQNT REPRESENTATIONAL ONLY DRAWING NO.: Code, eve�+L—�d'tiaf�.�ar residential projects, particular attention-he!- co paid to Chapter 'i 36 - wofoMly Dwellings, especially Table 3606.2.3 "Fastener Sc;ledule fa'Structural D O N O T 9 Members" Al DRAWINGS TI s f STAMP: IX. CHIMNEY TO NEW S REMAIN ARCHITECTURAL STYLE ASPHALT SHINGLES / I ALL TRIM TO BE PVC APPLY TO ALL WIWIDOW5 t DOORS, CORNER BOARDS, RAKES, ETC. REUSE EX..ALUMN. GUTTERS ALL AREAS ON EXISTING DECK _. Ixe FASCIA BIDS. EXISTING STAIRS �❑ Ix6 CORNER BDS. R, RELOCATED NEW -TYP. PRE-STAINED Ix5 CASING W.C. SHINGLES L.C. COPPER FLASHING DECKING MATERIAL« ON 2x2 DRIP CAP ON RAILING SYSTEM =.. - I%IO SKIRT BD.- TO MATCH EX15TING A CONTINUOUS i� ��_ ❑ -- CROWN MOULD CAP COPPER FLASHING ON O N o SIN Q U J -m z G.0 TO FIELD 7 0 Q VERIFY EX. �n WHIRLPOOL NEW DECK m WINDOW CAN TUB REMAIN AS I5 TO BE SELECTED (o PRIOR TO / BY OWNER FRONT ELEVATION CONSTRUCTIONS m 4° O � S v1p• �� C 5CALEH/4'=1-O dKZ.7 3,20 42" PED. SINK 00 12'-Ili' 10 rl. BATH b U Q N LIVING RM. M. BED CD ROOM z Q v 3ur5 _ z LL1 WILE SHOWER i i O CLI - --r_ Q ycLyr) LASS U J ENCSEATLOSURE _ Lij t STEA ` 9ltS Q L W LINEN J-J SHELVES - ( N IL_ I1_ z O IZ I Doz NOTE I = A I I 5KYLT ALL IN TRIM 5KYLT i -- - W O TO MATCH EXISTING iO N i Oj 3'-4" f i II'-6" i — _ (V L----j LO--J -. F•— Q ILI 4 IIII IZ e'_4n 2, 4" __ ____ O CLOSET COMPUTER cL. 2O NICHE o' RAILING t STAIRS NOT SHOWN DECKING MATERIAL t TITLE: O © O FOR CLARITY TO EM _A 5Y EX STING µMl H1C REN EO E�J vJ, NEW Ix3 DRIP BOARD ON '__ REAR ELEVATION Ix5 RAKE BD. I FLOOR PLAN/ SCALE:I/4=r-o 81z a�z`�l6 ELEVATIONS 2ND FLOOR ADDITION MATCH 12 _ S /Clw�c+•W EX15TING � FLOOR PLAN—UPPER LEVEL DATE ISSUED: 11/24/08 REVISIONS: DOOR SCHEDULE WINDOW SCHEDULE 6 NO, MANUFACTURER UNIT SIZE NO. MANUFACTURER ROUGH OPENING ' OI TO MATCH EX15TI14G B.-ONW-8° O ANDERSEN AW61 6'-0 3/8"x2'-4 7/5" 02 r O TO MATCH EXISTING 5'-0"x6'-8" ANDERSEN CN25 .,_. d O 3'-5 j°x5'_0 a,. ' I O3 TO MATCH EXISTING 2'-6"x6'-0" © ANDERSEN CW345 7'_1 J"x4'_5 k I ' DRAWN BY: O TO MATCH EXISTING 2'-0"x0-8' O ANDERSEN CW25 4'-9"x5'-0 J° I PROJECT#: ANDERSEN FWG606B 6'-O"x6'-8" 1 5 EO ANDERSEN CUSTOM TO FIELD SPECS :s phi¢ ' <2 : DRAWING NO.: O VELUX V5606 44 °x46 a° a SaK�•'d{'��S -- ANDERSEN AXW41 4'-0 J"x3'-O RIGHT ELEVAI-ION Al I I �a �� � E o � f v �.�rt•r DEN � " LALL CO b q BAT-11— 7 wood ILJ/ASt/FR_ DRYER--- 0 -- -- ---- --- `� I LfkU/l1DRY__. �Ec_t+AN Z-stoR AGE - - ---- _ - T - Gei - C-9 RoA M A - O S MILLS -XT57-TN QWU LeVO _E1 zSTNG_ o)nlR. -.LE_V_EL._. _ LC�oJ2....f't,AN. - WIJ 3 y ` T . cs— 2_2 8" - 6=.5.`SI,d E.R— Cl 1 - ` c'1) o 11 i i i j I I i I i i � I4 I1 r -- o I Q ! I , Lu I i o� + v I i a:[bENGE- A - .STONI'IZLLS MA _XZ57:LNG (O G- _ LC EL AWN R` ` T. aON' P P 0 EXISTING c MyL'cCake Z�dQ° TREE (TYP) (aF( 070/en / Middle Pond �a'e EXIST. Tj 1 K� F�. 6p OF�' ��JJ j' zz 2� 1 ¢K 0 !. AM z \ j K = F J r !' LOCUS MAP PARLL OI(.4`y \\ ( (� ! J' j-/ SCALE 1"=2000't 111`1) I A ((1 ) \�p`( �FaK �t�-�I 11l / NOS ASSESSORS MAP 82 PARCEL 18 \\\ LOCUS IS WITHIN FEMA FLOOD ZONE X AS SHOWN ON COMMUNITY PANEL #25001CO541J DATED 7/16/2014 �;9� \q f \ �o �•! e°�� ���' ZONING SUMMARY ZONING DISTRICT: RF DISTRICT LOT SIZE 87,120 S.F. N J `` lT �'••� I '-�,``� I / MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' �•. / MIN. SIDE SETBACK 15' MIN. REAR SETBACK 15, _ a % MAX. BUILDING HEIGHT 30' SITE IS LOCATED WITHIN THE RESOURCE PROTECTION OVERLAY DISTRICT J \\ Off;\. \,• / SITE IS LOCATED WITHIN THE GROUNDWATER / f~ 1� -� �•.� `� Fe\ '\ /` PROTECTION OVERLAY DISTRICT MITIGATION PLANTING SCMDULE v // �so \\ '•� \ si�� s SYMBOL PLANT NAME SIZE DUANT. ENTIRE SITE WITHIN NHESP JURISDICTION MITIGATION PLANTING DETAIL II 03'D.C. /1 28 OWNER OF RECORD } VACaW BLUEBERRY ALY]MUM ANCUS77FDUUM JAMES E & ELIZABETH D YOUNG 49 \ \ \ Scale:1"=10' AW SWEET PC PERBUSH « D.C. 298 WHEELER ROAD �2 18 MARSTONS MILLS, MA 02648 0 5 10 15 20 25 FEET CLETHRA ALNIrOLIA SHAMROCK INKBERRY «,D.C. #5 18 ('",J //.��•••_...�+.'\i �. �iy( ILEX CLABRA YNAMROLW' ',/ � :• L� � .• ' . � REFERENCES � .1 \ DEED BOOK 186 PAGE 204 MITIGATION CALCULATIONS: PLAN BOOK 186 PAGE 27 RO1Y A 2ND 1 v Y ADDRION \ \ HASTING: E 1893 5112 SF \\ \\ '•.\ XISTIN / V EXISTING: 1893 SF 4112 SF NOTES l � /� 't'G"\ � sr '•\ RO DE S FO - \ PROPOSED: 2014 SF 4221 SF 1.DATUM IS BA19Bfl 2.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ✓� U 9TP U INCREASE: 121 SF 109 SF BE USED FOR LOT UNE STAKING OR ANY OTHER �� N-�('\ \ •� PURPOSE. REQUIRED MITIGATION 3.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING �� q \ ,_ 121x4 + 109x3 = 811 SF REQUIRED DICSAFE(1-BBB-344-7233)AND VERIFYING THE \ . 45_ / \ P 'S9ti/-` o LOCATION OF ALL UNDERGROUND h OVERHEAD UTILITIES PAVED aa1 820 SFt PROPOSED C PRIOR TO COMMENCEMENT OF WORK. 9l DRIVE 4.EXISTING SEPTIC LOCATION PER RE-CARD ON FILE > WET TOWN.5.WETLAND FLAGGED BY BRAD HALL OF BlM 3 AM 82 ENVIRONMENTAL CONSULTING rf ` � � � � a� I � / 1 ` ' PARCEL 1 015 �! 3Y� z� I GARArX XISTI s�\ DWELLING \� ✓� � 31� \ a\ ST,I //PEA SED II/ __�-'� o y� IOECK / 5d- .J._,. �R \\ ds l "s. / �(4. /J \ \ 11 XISTIANG I / 57 J N STAIRS j P GS 82 3 WN P i ITH NATIV SPECIE $5 -- \C� (SE ET ) / PLAN OF LAN 54 EXISTING - Of TREE TYP / #298 WHEELER ROAD —�1 _ \ f- EXIST. STONE STEPS MARSTONS MILLS PREPARED FOR 3 o 509 e 2 JAMES $ ELIZABETH YOUNG DOCK - �\ D BI'W 3 � DATE: SEPTEMBER 2, 2016 508-362-'8541 DANIEL �\ I'(1J��/, for 508-362-9880 Jewo I .downcape.comIs N 409 0., Cape enBi*eeiiftg,1/1C. Stole:1"=20' Civil engineers n land surveyors DCE #1 6-200 0 0 20 30 40 50 FEET V 9 38 MoO THPO (A4A 60 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 . W 1--J��-=L C` k=._. l .t•v - t w.,-dam .... � ,--_... _. 1 - 0 I� F 7 AQE�,%Anf. vA"At-IT fit= ofi S� �1 � a LEA EL AcP 17- a , 1 � I I -'•r o � PA fu :i_ L- I rr ( v' r�� 4/ P0 oil 26 33 Atn � t11 yEr vgkrq� /� •J 1 I! � 1 1 I ,�� ,/ J .. `� y� D i � I /L cV Ifni 4pAd Ito Z7 \ I S 4o t , � e, � .� moo• J '. ` ./� ...-• ® �' m ti7;ti•� of P 1 � \ I 66 F�bNAL EN�' t:C,� �.,�: I• � j rF�p 3 15 vI_ � LEGEND ° e; ! `2ti �� CERTIFIED PLOT PLAN EXISTING SPOT ELEVATION _ OxOjp.:. A t�,T 18 EXISTING CONTOUR — — 0 — / 1 MA L TC)L_J5 Art ILL'S FINISHED SPOT ELEVATION F1141SHED CONTOUR 0 �,.._. /LJ '' - ' . 3 . IN . . I APPROVED BOARD OF HEALTH �5-t-41.31624 !J SS* SCALE, I "= DATE, 03 i I,l•83 DATE AGENT Q C .INC °,�LOREDGE ENG�N�� CLIENT,. e� sG I CERTIFY THAT THE PROPOSED kGI::TERED REGISTERED Job N0� 'bola BUILDING SHOWN ON THIS PLAN CIVIL LAND J CONFORMS TO THE ZONit��LAWS, . ENGINEER SURVEYOR DR.QY! l�t4 0'. BARNSTAS E SS �� s @o ��a, jnN cam,c CM ®Yi ":. ` 712 MAIN *STREET '`` 4a4sut � - i_ wvn.na �11� t�ala�,� - �< :'�• ` E 0 LAND^SURVEYOR