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Home My WebLink About0038 GOOSEBERRY LANE - Health 38 G6oseberry jLane Marstons Mills A= 102-076 FEB-08-00 08 : 16 AM DOWN CAPE ENGINEERING 508 362 9880 P. 02 r i i I TOWN OF BARNSTABLE v OFFICE OF BOARD OF HEALTH i639. 367 MAIN STREET i HYANNIS,MASS_o26ol I#ebruary 3, 2000 Sarah Ojala 39 Main Street Yarmouth, MA 02675 ICE: Lot 54 Gooseberry Lane, Marstons Mills [dear Mrs. Ojala: Y!ou are granted a variance on behalf of your client Tim Pearson, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone Ili districts. You are granted permission to construct an onsite sewage disposal system at Lpt 54 Goosberry Lane, Marstons Mills, with the following conditions: (�j) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms"according to the Massachusetts Department of Environmental Protection. ( } The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health pE!9f to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, tus�� an G. Rad, R.S. Chairperson oard of Health :own of Barnstable i 4GR/bcs Oosbery 1 l RESTRICTIVE COVENANT BY VIRTUE OF THESE PRESENTS, I, Virginia Battista of Stratford, CT, do hereby establish the following covenant as to the property located in Marstons Mills, Barnstable(Barnstable County, MA) and being shown as Lot 54 on a plan entitled "subdivision Plan of Sand Shore" dated October 1957 and recorded with Barnstable County Registry of Deeds, Plan Book 138, Page 25. In furtherance of the acquisition of a permit to construct a single family dwelling upon the subject property, any dwelling to be constructed upon the subject property shall contain not more than two (2) bedrooms. For a more particular description of the subject property see deed of Joseph N. Bonelli and Grace M. Bonelli, from Holly Acres Inc dated March 8, 1965, duly recorded with Barnstable County Registry of Deeds, Book 1290, Page 756. Property Address: 38 (Lot 54) Gooseberry Lane, Marstons Mills, Massachusetts IN WITNESS WHEREOF, I do hereunto set our hands and seals this day of February, 2000. 11 *rginiiattista aren E. Battista Ctnt 1 1 �1 (p Z�b 1 163� keY Awra owed of Attorney T— State of Connecticut Then personally appeared the above-named VIRGINIA BATTISTA/KAREN E. BATTISTA (Her Attorney in Fact) and acknowledged the foregoing instrument to be their free act and deed before me. N�q,�(b 1'Yl. C] Cc'!�(� Notary Public My Commission Expires: C R Y C:. ivl. C. NOTARY MY COMMI;;iIOPi!Xpli I:S,`..,,;.;;. TOWN OF BARNSTABLE LOCATIOzlf� 0—)err SEWAGE #200 VILLAGE i I i ASSESSOR'S MAP & LOT LINI INSTALLER'S NAME&PHONE N 1 I ��ft &I 1 150X 33 q SEPTIC TANK CAPACITY ` j CC y J l® LEACHING FACILITY: (type}P� IJ 1Z�) W 1--NO.OF BEDRUUiviS F BUILDER OR OWNER r PERMIT DATE: A `0 COMPLIANCE DATE: I A/ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist j on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) s Feet Furnished by o ° LI - z 9° SI �7 f TOWN OF BARNSTABLE pf TM E T�Ir OFFICE OF i BASH9TdBL i BOARD OF HEALTH moo eb 9• �0�� 367 MAIN STREET �fo MAT HYANNIS,MASS.02601 February 3, 2000 Sarah Ojala 939 Main Street Yarmouth, MA 02675 RE: Lot 54 Gooseberry Lane, Marstons Mills Dear Mrs. Ojala: You are granted a variance on behalf of your client Tim Pearson, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at Lot 54 Goosberry Lane, Marstons Mills, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health r�to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, Susan G. Ra , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs goosbery s No. „^TL/t�� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for 13igogal *pgtem Congtruction Vertu Application for a Permit to Construct(V�Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. L� i P ,,�1 (� Owner's Name,Address e�11(�VUa (:)73� Assessor's Map/Parcel �a � stru ;C0 6 1 r�� #�V � / � �� YtLaGj I �L Installp Is Name ddr ,and Tel.No. -�f��jS De eC r�N e/Addresskndd Tel.No. ti V r Type of Building: Dwelling No.of Bedrooms Lot Size 10j577)� sq. ft. Garbage Grinder(!4l Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 11 `•••Design Flow P)o gallons per day. Calculated daily flow gallons. Plan Date W_C6 N=bf heets Revision Date Title .S, X, �°'� ► ..Size of Septic Tank Type of S.A.S. Description of Soil if rl,l GC. V ILO Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure t e construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti 5 f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b Board of Health. Signed Date �d tiCJ Application Approved by � 1 `elf Date ,' CZ, � Application Disapproved for the following reaa'sons Permit No. Date Issued F T - Via..; � .----•.• - No. / / Fee / f THE COWWMONWEALTH OF MASSACHUSETTS Entered in computer: 7 PUBLIC HEALTH;DM6ION-..TOWN OF BARNSTABLE, MASSACHUSETTS :I Y Zippficatidu for Migoml *pztem Construction Permit' Application for a Permit to Construct(V)Repair( ')Upgrade( )Abandon( )•-,❑Complete System ❑Individual Components Location Address or Lot No. �-� /N Owner's Name,Address and elp No. .7 �J7�r (xx,5chcr�y ��JYili /'l�R ��V1��iiUG r (5 Assessor's Map/Parcel' �/� InstallerIS' De ' er's Name rAs ame ddre s,and Tel.No. -}�SSS ddressrd Tel.No. 3G�•jf � i •� V v�� yuti ��.�,� C. hy, Type of Building: Dwelling No.of Bedrooms Lot Size 10,5 ) sq.ft. Garbage Grinder(I✓q Other Type of Building No Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow P)U gallons per day. Calculated daily flow c2l/ gallons. Plan Date Number of sheets "Revision Date Title .S, ,f ' Y �- Size of Septic Tank JS?.e7 Type of Description of Soil __ -_ l • L' Nature of Repairs or Alterations(Answer when applicable) Date last inspect Agreement: ``The undersigned agrees to ensure t.e construction and maintenance of the,afore described on-site sewage disposal-system in accordance with the provisions of TAh' e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance ha's been issued b Board of Health. �-�� Signed Date Application Approved by 2 Date Application Disapptoved;for the following reasons Permit No. 47 / -,Date Issued ns. Al�''" ————————————————————— THE COMMONWEALTH OF MASSACHUSETTS �1 E {: BARNSTABLE, MASSACHUSETTS �4 r - Certificate of Compliance THIS IS TO CERTIFY t at the-.On-site Sewage Disposal System Constructed( )Repaired,( )Upgraded( ) Abandoned )b �..-� lr at F. has been constructed in accordance with the provisions of Title 5 and the for Dis. sal System Construction Permit No s dated i'd!: � vZ� Installer Designer A The issuance of t 's t 1 not be construed as a guarantee'that the s s m function as designedl jj t; Date Inspector v 9PIPYIt/ v LY �J/ l ----/g—/--/—�i---.-------------------------/--- No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpoar *pgtem Construction Permit Permission is hereby granted to ons t -)Repair( )Upgrade( )Abandon( ) System located at i 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 rovisions or special conditions. Provided:Construction must be completed ithi three years of the date of this p Date:' T �t` C �� Approved by , e Commonwealth of Massachusetts Title 5 Official Inspection Form 1WSubsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important: A. General Information When filling out forms on the `Jl computer,use 1. Inspector: only the tab key to move your Darren M. Meyer cursor-do not Name of Inspector use the return key. n/a Company Name vQ PO Box 981 Company Address East Sandwich MA 02537 ++® City/Town State Zip Code 781-424-6748 SI 3920 Telephone Number License Number B. Certification W N certify that I have personally inspected the sewage disposal system at this address and that the cry that 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 ce- c,. sewageldisposal systems. 1 am a DEP approved system inspector pursuant to Section 15.340 of co o t Title 5 0' CMR 15.000).The system: _ ® Passes ❑ Conditionally Passes ElFails C Y Further Evaluation by the Local Approving Authority � o Inspector's Signature Date The system inspector shall submit a copy o Vhlisinspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. 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. ****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. Ij I b i6l t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage D osal System•Page 1 of 17 �1: f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 GooseberrV Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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: B) System Conditionally Passes: ❑ 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. 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. ❑ Y ❑ N ❑ ND (Explain below): 15ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required-for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 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 l5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 j Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments q� 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 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: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than '/s day flow t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts -- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® 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. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA)or a mapped Zone II of a public water supply well 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. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I . Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityfrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (if they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ 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? 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: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ 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(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 2 Number of bedrooms (actual): 2 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 231 t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts -- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2007: 150 gpd g ( y g (gpd)): 2008: 145 gpd Detail: Sump pump? ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No 'Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: (Sins-09108 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 N Commonwealth of Massachusetts k1piTitle 5 Official Inspection Form Subsurface'Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name requiredfo is Marstons Mills MA 02648 October 7, 2009 required for every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® 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)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: System installed in June of 2000, approx. age is 9 years, per owner Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 10"feet Material of construction: ❑cast iron ®40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): No signs of leakage. Septic Tank(locate on site plan): Depth below grade: 14"feet Material of construction: ®concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy,of certificate) ❑ Yes ❑ No Dimensions: Typical 1,500G tank Sludge depth: 12 inches t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 22 inches Scum thickness 10 inches Distance from top of scum to top of outlet tee or baffle 0 inches Distance from bottom of scum to bottom of outlet tee or baffle 10 inches How were dimensions determined? tapes and rods Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): PVC tees look normal, gas baffle present,tank integrity appears sound, liquid levels normal and equal to bottom of outlet pipe, no signs of hydraulic failure, soil normal, vegetation normal,tank needs pumping, scum layer is up to top of tees, very heavy usage. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts ,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ' ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert equal to outlet pipes 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 appears sound, no sign of solids carryover, no sign of hydraulic failure, soils normal, vegetation normal, box is 30"below grade, no riser present. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not ilocated, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 1-50OG leachcham.w.4'stone ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach Chamber 36" below grade, no riser, water present on bottom of chamber, not even 1"high, no signs of hydraulic failure, no surficial ponding, soils normal, vegetation normal. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts -- Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately Al - 333 2 - 36 , 1 � - 2 , 10 A ZA 33 . j a 5 - 42 .� Psi -- ►s . � � I 2vv l5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 i f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ❑ Surface water ® Check cellar ❑ Shallow wells Estimated depth to high ground water: feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: 3/2000 Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the Nigh ground water elevation: No water present in testhole to 12' bottom system is 6'above bottom of testhole elevation. Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 Commonwealth of Massachusetts lugTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 38 Gooseberry Lane Property Address Renee Levecque Owner Owner's Name information is required for Marstons Mills MA 02648 October 7, 2009 every page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 17 �f,�,T�Ii�-OWN OF BARNSTABLE C` C LOCATION O der r SEWAGE #ZQQ0-)31 VILLAGE ASSESSOR'S MAP& LOT102 5T INSTALLER'S NAME&PHONE N� J. 1 I t�� C�V SEPTIC TANK CAPACITY \ LEACHING FACEL=: (typew ^eaek., ckwffluiz) 5waa 11610, NO.OF BEDROOMS 2 BUILDER OR OWNER H Ja d1JOCdLrp . PERMTTDATE: OMPLIANCE DATE: 00 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r p� - 33 ,3 2 -36 . 1 24 , 10 A 3 -A - 33 0 � �. 3 - �. IS .6 2 - I TG �NOV-25-9E3 09 :50 BARNSTABLE HEALTH 1 '1 . �tME 99' FE t•',snx�$tom$fi � Town of Barnstable REC. BY�— SCHELDATE: 'Board of Health 367"lairs Street, Hyannis MA 02601 Ottic:: 5CS-790.62i5 Susan G.ftaak.R.S. FAX: 338.79C'-b3J4 Sunrcr Kaufr..an.M.S F H. Ralph A.Murphy.M.D. VARIANCE REQUEST FORM LOCATION P-aper-t Address: IreT 454 �.o S�c g E2r2�-t a 4h1Z S �'l t u►—5 Assessor's Map and Parcel Number: Size of Lot: Wetlands `XitFin 300 Ft. Yes Subdi%lsior, `:ame: NO Business Name- APPLICANT CONTACT PERSON `�--• 'name: T M^'t ��aP�-+oe-) Name: i f Address: 1\0 1g�-n 5 P^one: Phone: 3G 2- 14S-4f VARIANCE FROM REGliLAT1 L:Usi Reg REASON FOR VARIANCE(May uvch iimore spa:x lyded) LO.b.so►1.14 ✓t✓ys)TA'r�os� 5e corxe:)eteJ 5y o.7.:c srcrpe.►scr:recz.:ring variance request aFplicat:oni Four(d)copies of plan submitted finc'.uding septic system plans andlor restaurant floor plans) l_ Applicant understands that the abuners must be nptified by certified mail at least ten dt:.fs prior to m_etin, date a:ap3'.icanrs expense(for T t!e V ancUor locni sewage regulation variances only) a variances onl}' Full menu submitted;for:rease trap ) collected,,*Feerr.tfeaLwa irauusP Variance request app:icacior gee .'ar�nirms+iaaetw.er�eaeev.rj atsd:l L Y Y i P s Obi) a.m;vnarce rere�7b tii7i^,faaL•�10{ee o�H„ix ryfL•1Ctl:O remit fL1e0 sea.•a 6eaau.a Spn+t and f ne ea mrovo,Se'a.u.ta an: V ariznce request submitted at least 15 days prior to meeting date i VA Ri.41<C=APPROVED Susan G.Rask,R.S.,Chaimsan NOT APPROVEDSumner Kaufman,bI.S.P.H. REASON FCR D`•SA?PR�VAL_ Ralph A.tvI':rphy,M.D. Y tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 Gown cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. December 22, 1999 Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys Barnstable Board of Health 367 Main Street site planning Hyannis,MA 02601 sewage system Re: Variance request for Lot 54, Gooseberry Lane, Marstons Mills designs Proposed 2 bedroom dwelling Assessors Map 102,Parcel 76 inspections Dear Board Members: permits The attached is a request for variances from Title 5 15.214(1)under 15.005 (Transition Rules) . Our client wishes to permit.xhe construction of a 2 bedroom dwelling on a 10,575 +/- sf lot at the above-referenced location. The lot resides within a GP District according to the"Town of Barnstable Revised Groundwater Protection Districts", dated September 1998. The area is served by town water and town sewer is not available. No other variances are requested. This septic system could have been constructed in complete compliance with the 1978 Code without the need for variances. Under the Transition Rules regulation 15.005 (3) (isolated lot),the system is designed to the maximum extent feasible and is slated to be completed within 3 years of obtaining the Disposal Works Permit. On behalf of our client,we are requesting a variance from the Title 5 regulation to allow a 2 bedroom house on a 10,575 sf lot within a GP District. The addition of a 2 bedroom home will not appreciably increase the nitrogen concentration in this area. Very truly yours, Arne H. Ojala, PE,PLS Down Cape Engineering, Inc. cc: T. Pearson tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down Cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Timothy H.Covell,P.L.S. land court Daniel A.Ojala,P.L.S. surveys December 22, 1999 Tim Pearson site planning Markwood Corporation 110 Breed's Hill Road Hyannis, MA 02601 sewage system designs Re: Lot 54 Gooseberry Lane, Marston Hills Dear Mr. Pearson: inspections A public hearing has been scheduled for the Barnstable Board of Health to take action on your request for variances from a Title 5 permits regulation. The variance requested is as follows: Title 5 15.214(1) Nitrogen Loading Limitations: To allow construction of a 2 bedroom dwelling on a 10,575 sf lot (to be allowed under 15.005, `Transition Rules".) Said hearing will be held in the Hearing Room of the Barnstable Town office, 367 Main Street, Hyannis, MA, probably in January, 2000. Please check with the Health Department to confirm exact date and time. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health Abutters to Map 102/76 76 (locus) Frank and Virginia Battista, 388 Prospect St., Stratford, CT 06497 81 Edward J. Quinn, 45 Palmyra St., Winthrop, MA 02152 82 Manuel and Juvencia Louzada, 47 Raspberry Lane, Marstons Mills 02648 75 John and Anne Beaton, 385 Park St., Stoughton 02072 77 D. MacDonald and Pamela Swider, c/o David MacDonald, 28 Gooseberry Lane Marstons Mills, 02648 196 Charles and Deborah Peters, 37 Gooseberry Lane,Marstons Mills 61 Julia Rowan, 47 Gooseberry Lane, Marstons Mills 7DWN Of pAWOTA.rt l�•�, F•-,w]- 47�.r ilk! • f (� ht 14 to ' L , as to It all • } 9 p A to i A � f4AYn n'tiK +„ 10 01 14 MG 10 at Pf, Is 41 1� 1 -4 � "'i yes � •,,.t • 1' / N z .? p• j4w in 4�ar� Tt IA 1ASAr.41 a OD 44 � � .YK��f�• Ti pie 4 w 1$ - a+ _ I •�' t �ydlc •tMrenut WARD a�tepamt. I.07 � AV13 MRW INC. u•apnl,IKttt `°ee1ROT+Arf . { i E5 3J7d -- OLL08ZLBOGT. LE :Z1T 666T/K/bT � � I � ,_� y'• y1 t r `J Ld ELL r^ s i l ro Mob stet oer.,�C�'•S'd1 w ry+:•xpyxl t• � � en. Dwbim zoo ,~ Ton off i P'0 Ba 534 P ...w•r.•►wn wnt a4um�.rw a.av i� �" r.. .�i•►s.��/ i b� f \/ ,,rra�yy�`...vy��y _'W7A'•�. <aoy.W..C:/N r y = :-1 � � Q �•�4A�t-. Oy..xxu4... n r VT m T •-1 .. mall •LOOK ►VAN A. z..... !q[vu try a e o[.♦1•.!n. a t..:. ry No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS -_ Rppitcatiou for Mtopaal *p5tem Construction Permit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. Lc r �{ �SEA Owner's Name,Address and Tel.No. Assessor's Map/Parcel 1n Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: _ 3 z— 4 J--Z fj Dwelling No.of Bedrooms Z Lot Size (� `� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Z gallons per day. Calculated daily flow Z3 gallons. Plan Date 1 z/i qq Number of sheets I Revision Date -- _ Title S►TIc- -1-5 e h1•tia g ?"js& or- a.-12_�TV,�.I Size of Septic Tank k Sao Type of S.A.S. Description of Soil -tle' ti el 4- -1 Nature of Repairs or Alterations(Answer when applicable) 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 issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued ---------------------------------------- - - 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 in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mmioozal 6potem Congtructton Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by 9 + No. Fee +r:` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:; ,' Yes t PUBLIC H ALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS tApputation for Migogal *pgtem Congtruction Permit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Lc T' S { 4� � �� Owner's Name,Address and Tel.No. Assessor's Map/Parcel 1 o -Z —1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r�w��.l ��..s�- `E:►..tt�ti.l¢�-mot tit4 (a �� . Type of Building: _ —!C z } 5'f/ Dwelling No.of Bedrooms Lot Size 1 S15 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Z Zv gallons per day. Calculated daily flow Z I gallons. Plan Date 1 Number of sheets Revision Date Nzo, Title -1 5 t Al o1G,E P_L A,y4 OF Ez-a 8-2�eA:!�f L.-,,4 A- 2 -,-ni Size of Septic Tank Si Type of S.A.S. cA-,— 6-t1,4-•�n Description of Soil i v� f Nature of Repairs or Alterations(Answer when applicable) tY Date last inspected: ` Agreement: The undersigned agrees to ensure the construction and'maintenance of the afore described on- to sewage disposal system tY r in accordance with the provisions of Title 5 of the Environs hinal Code and not to place the system in operation until a Certifi- cate of Compliance_has been issued by this'Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) hr Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------`---------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogaf *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 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 conditions,, Provided:Construction must be completed within three years of the date of this permit. Dated Approved by SYSTEM PROFILE TEST HOLE; LOGS T.O.F. AT EL. 82.0' NOT TO SCALE) 77- ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER; M.S. FARIA, SE S\o� WITHIN 6" OF FIN. GRADE DONNA MIORANDI, RS MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM ` 1 0' WITNESS; RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: NOVEMBER 24, 1999 o s 71=== FOR FIRST 7.' < 2 MIN/INCH79.01500 3' MAX. PERC. RATE PROPOSED i ocus GALLON SEPTIC CLASS SOILS P 78.25 78.5' 78.50' TANK (H- 1O ) GAS - �8Q ' BAFFLE 78.17' 0000c7 `- 0 0 E� 0 0 77.67 / 0 0 0 0 E] E� AROUND ( 5 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL Q 0 Q 0 0 a a Cl C] ELEV. ELEV. COMPACTION. (15.221 [21) �o�$ 2' (� (� [� (� C] (� 0 75.67' Q Q w 0" 81.0' _0„ 81.1' DEPTH OF FLOW = �_ ( 4 % SLOPE) � TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE ! O/A O/A INLET DEPTH = 10" SL SL OUTLET DEPTH = 14" 8" 10YR 3/1 8" 1OYR 3/1LEAC LOCATION MAP NO SCALE B B FOUNDATION- 10' SEPTIC TANK 2' D' BOX 6 FACILITY L-S I_S I ASSESSORS MAP 102 PARCEL 76 30" 10YR 5/8 78 5' 30" 10YR 5/8 78 6' ZONING DISTRICT; RF - -- YARD SETBACKS: (� I FRONT = 30' V C C SIDE = 15' EXISTING HOUSE COS COS REAR = 15' P20 PLAN REF. 1221 - 138/25 (1957) • 83.16 sorc 2.5Y 7/6 perc 2.5Y 7/6 60" FLOOD ZONE: C 20 % GRAVEL 20 % GRAVEL STRAT. LAYER STRAT. LAYER LOT 53 BENCHMARK 00 CONCRETE BOUND +80.16 ELEV = 81.16' '--- Q� �' +81 45 + 1 88 UTILITY I '��t�+++ 144" 69.0' 144" 69.1' POLE'`' 1�` -- NOTES J 100.00' ton "!AT(-_P v n!Trr�r n -__ 1 219 , _ _+100 i (p 80.00 W 1 Mll1 DLSIGN� ^,RL>;',CE OiSpOcER IS NOT AL.LC WEO ? 1 . DATI-)M IS APPROXIMATED FROM HYANNIS QUAD Z I LOT 54 ! 10,575 SFt DESIGN FLOW: 2- BEDROOMS ( 110 GPD) _ 220 GPD 2. MUNICIPAL WATER IS AVAILABLE ! M USE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ! TH2 SEPTIC TAN 220 GPD ( 2 ) = 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 I-'-� I L6 _ _ --- 5. PIPE JOINTS TO BE MADE WATERTIGHT. w � USE A 1500 GALLON SEPTIC TANK 214 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0 i + a1.54 O 8 21 + LEACHING: ENVIRONMENTAL CODE TITLE V. O ! {-- W_ +ei. i GAR 211 � 218 - 2(15.5 + 12.83) 2 (.74) = 83.8 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE o I 18-- L+82.06 SIDES: --- USED FOR LOT LINE STAKING. --------- BOTTOM: 15.5 x 12.83 (.744S' ) = 147 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. 01 MAILBOX 9 � TOTAL: J12 S.F. 231 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 11 `n LOT 61 _ USE (1) 500 GAL LEACHING CHAMBER (ACME INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAINED PROP. 2 BR OR EQUAL) WITH 4' STONE ALL AROUND FROM BOARD OF HEALTH. 11' DWELLING EQ L) S 10, CONTRACTOR SHALL BE RESPONS15LE FOR VERIFYING THE I _+_805 LOCATI❑N OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. y -� ? --__ -_ DECK i RE` S 1 a- �;� TH11 +z19' L�GEN f aE �Lr� 80. o I :,07 1.30 L....... 100.0 PROPOSED SPOT ELEVATION OF - GOOSEBERRY LANE w , cc ' cc +8045 100x0 EXISTING SPOT ELEVATION N IN THE TOWN OF: 100.00, llr_ 100 PROPOSED CONTOUR ( MARS TONS MILLS ) B A R N S TA B L E 88 100 EXISTING CONTOUR - \ PREPARED FOR: LOT 55 e0i5 2.0 0 20 40 60 Feet BOARD OF HEALTH �08 + 067 +8087 - - MA SCALE: 1" = 20' DATE: DECEMBER 1, 1999 APPROVED DATE ILI off 508-362-4541 fax 508 362-9880 y� TITLE 5 VARIANCE REQUESTED: 15.2.14 NITROGEN O°OW17 cape CI7g112CCI 1I1��, 117C. 4'' ARNE \v ��??�Q ARNE H. SENSITIVE AREA TO BE ALLOWED UNDER 15.005, H. " 1l OJALA TRANSITION RULES: PROPOSED 2 BEDROOM CIVIL ENGINEERS N�J2t"48 ALA CIVIL DWELLING ON LESS THAN AN ACRE (10,575f SF) LANID SURVEYORS t: armout m� 02670 99---365 939 mains y h, ARNE H. OJALA, P.E., P.L.S. DATE T.O.F. AT EL. 82.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) oR\� ACCESS COVER (WATERTIGHT) TO ENGINEER: M.S. FARIA, SE 52 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE DONNA MIORANDI, IRS 2% SLOPE REQUIRED OVER SYSTEM 81 O' WITNESS. I ��,> RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: NOVEMBER 24, 1999 D s� 79.0 / FOR FIRST 2' m 1500 / PERC. RATE = < 2 MIN/INCH m �� PROPOSED /` 3' MAX. 78.50' GALLON SEPTIC 78.25' 78 5' CLASS I SOILS P# ocus TANK (H- 10 ) GAS 78.0' G V. BAFFLE 78.17' 000c�o 0 0 0 0 0 0 F-1 0 y ( o0 77,67' � � 0� � O C] O a o ' AROUND 5 % SLOPE) � COMPACTION. (15.221 [21) 2' O O O C] ED El O C� 4 0 75.67' ;< ELEV, z ELEV. 6" CRUSHED STONE OR MECHANICAL K�S�oE oRwE �j �P DEPTH OF FLOW = 4' ( 4 % SLOPE) ooS o 0" 81.0' 0" 81.1' Qf TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE ' 0 A 0 A INLET DEPTH = 10" _ / / SL SL LOCATION MAP NO SCALE OUTLET DEPTH = 14" 8" 10YR 3/1 8" 10YR 3/1 FOUNDATION- 10' SEPTIC TANK 2' D' BOX 6' LEACHING B BFACILITY LS LS ASSESSORS MAP 102 PARCEL 76 30" 1OYR 5/8 78.5' 30" 10YR 5/8 78 6' ZONING DISTRICT: RF YARD SETBACKS: N FRONT = 30' EXISTING C C SIDE = 15' I HousE REAR = 15' 20 83116 COS COS PLAN REF. - 138/25 (1957) perc ® 2.5Y 7/6 perc' ® 2.5Y 7/6 60" so FLOOD ZONE: C i 210 % GRAVEL 20 % GRAVEL STRAT, LAYER STRAT. LAYER LOT 53 BENCHMARK 200 CONCRETE BOUND +80.16 ELEV = 81.16' g,/ 212 +8145 + 13 188 UTILITY POLE' 100.00' 144" 69.0' 144" 69.1' NOTES: 1 219 NO WATER ENCOUNTERED +8 �0..00 L,� ; l ` Cu co APPROXIMATED FROM HYANNIS QUAD 2: I SEPTIC DESIGN: . (GARBAGE DISPOSER is ALLOWED ) 1 . DATUM IS ___ LOT54 ----_-_____---__--_-------------- - 10,575 SFt )ESIGN FLOW: 2- BEDROOMS ( 110 GPD) = 220 GPD 2. MUNICIPAL WATER IS AVAILABLE 'JSE A 220 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 /8" PER FOOT. CL i TH2 - SEPTIC TANK: 220 GPD ( 2 ) = 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 cn o 5. PIPE JOINTS TO BE MADE WATERTIGHT. Lw T 214 OSE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 0 I +8 .21 211 +81.54 LEACHING: ENVIRONMENTAL CODE TITLE V. O l8 W +61. 1 GAR CO 218 2(15.5 + 12.83) 2 (.74) = 83.8 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE - L+s2.o6 SIDES: USED FOR LOT LINE STAKING. 45' `-" I30TTOM: 15.5 x 12.83 (.74) = 147 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. of MAILBOX 9 ,�� TOTAL: 312 S.F. 231 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT u� INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED OCD LOT 61 _ USE (1) 500 GAL LEACHING CHAMBER (ACME FROM BOARD OF HEALTH. co PROP. 2 gR OR EQUAL) WITH 4' STONE ALL AROUND 11' DWELLING 5 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE I +$0" LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PR16R TO COMMENCEMENT OF WORK. > DECK 8 i RES VTH`l 2 ----- 19 LEGEND +8 SITE AND SEWAGE PLAN o 07 100.0 PROPOSED SPOT ELEVATION OF W 1.30 #76 GOOSEBERRY LANE co N +21 80.45 10ox0 EXISTING SPOT ELEVATION IN THE TOWN OF: 100 PROPOSED CONTOUR ( MARSTONS MILLS) B A R N S TA B L E 20 88 100.oo' 100 EXISTING CONTOUR PREPARED FOR: .LOT 55 +8015 20 0 20 40 60 Feet 08 8 BOARD OF HEALTH + 0.67 +sos7 - MA 1" = 20' DECEMBER 1, 1999 APPROVED DATE SCALE: DATE: off 508-362-4541 fax 508 362-9880 ♦ASA4.t U F Mq J�a`\H O F 414 J /y��P� 3 9`y down cape engineering, inc. �'� ARNE 9��\ ARNE 11 TITLE 5 VARIANCE REQUESTED: 15.214 NITROGEN p � H. \ � OJALA SENSITIVE AREA, TO BE ALLOWED UNDER 15.005, U OJALA � cIvIL y RULES: PROPOSED 2 BEDROOM CIVIL ENGINEERS No.2 48 a-R No. 307s2 DWELLING ON LESS THAN AN ACRE (10,575f SF) LAND SURVEYORS 9o��s/o fG Ea�`?\�QJ� 939 main st. yarmouth, ma 02675 99--365 ARNE H. OJALA, P.E., P.L.S. DATE