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HomeMy WebLinkAbout0066 HARBOR VIEW STREET - Health (2) I IL 66 Harborview Street Centerville A=245 - 001 No. 42101/3 ORA ESSELTE 10% 0 0 0 0 No. r!)aD� ti } '� Fee 5C 'THE 60MMONWEALTH OF MASSACHUSETTS Entered in computer: ..PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS es I Appl(icatto for Mi.gozaY �p!tem Con5trurtton Permit Application for a Permit to Construct WI Repair( ) Upgrade( ) Abandon( ) L Complete System ❑Individual Components Location Address or Lot No. �(p �V���q,� 97 Owner's Name,Address,�and Tel.No. Assessor's Map/Parcel C�7 5- 6,6 Ce4d t/,57 1t//,,?,6tq 1//g sr- fiY AM7 Installer's Name,Address,and Tel. o. 5O d —lil'u^ 4 9d f Designer's Name,Address and Tel.No. 7 ` _ -7 YOok Y C,079RlNQ Type of Building: n Dwelling No.of Bedrooms Lot Size C540. l / sq. ft. Garbage Grinder (ew Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.require d)/ J J� gpd Design flow provided L G gpd w Plan Date �l/y�� Number of sheets ! Revision Date Title Size of Septic Tank �,� � 19'�L Type of S.A.S. Description of Soil 421 >of—g i Cl ti Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the cons on and�rqintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of -) rivirotimpifig Co a and not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Health. igne Date �� ./© Application Approved Date I (O fApplication•Disapproved by: Date for the,following reasons Permit No. c=)(W f o — 661 Date Issued r- 't TOWN OF BARNSTABLE q` LOCATION ro V F-J SEWAGE#2006 VILLAGE a ASSESSOR'S MAP&PARCEL a4's INSTALLERS NAME&PHONE NO. R IY�orj 0 0A 6'`'a-y /✓Un�r s 3CPci -9,!?,7ee SEPTIC TANK CAPACITY Z1000 g, LEACHING FACILITY:(type) D 1 4M,,s u -J (size) NO.OF BEDROOMS OWNER 4 n cr a PERMIT DATE: 3c9 rU 0 6 COMPLIANCE DATE: 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 1Z 4 y'"Q,0 1 s, e o 000 3 /4,,s- S 35 � 33,� � 3 � - '.+� .— Fee 150 °iTW�COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS es N application for ig ogar 6- p6tetu Cougtructioni' ertuit Application for a Permit to Construct(In Repair( ) Upgrade( ) Abandon( ) LJ Complete System ❑Individual Components Location Address or Lot No. Ala 409 V/6 f t r Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 0 7�/�Q ! C.(� ' l y5_W19P6d2 1/19�id 5 py Poje( 501-Y44- 6 �d l� 771 - 7 5 Ock Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t'liy CMS/,A10 ry Mkwl _t)vye, ,Type of Building: Dwelling No.of Bedrooms <.' � Lot Size �� 5 �� sq. ft. Garbage Grindei ( � rJ ' Other Type of Building No.of Persons Showers( )! Cafeteria(f ) Other Fixtures Design Flow(min. equtr d) tp gpd Design flow provided . " , '.gpd Plan Date ��/y` 106 Number of sheets 1 Revision Date Title Size of Septic Tank /.� LyQ �'�'� Type of S.A.S. Description of Soil f► "S � �` / � ^ ' Nature of Repairs or Alterations(Answer when applicable) 'a Date last inspected: Agreement: •., The undersigned agrees to ensure the constr uctton and T'aintenance 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 Certificate of Compliance has been issued by this Boara`of Health. f Sig ed i' Date Application Approved°by Date Application Disapproved by: Date for the following reasons Permit No. ram! to 56 it t.^, Date Issued 1 f [ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (V ) Repaired ( ) Upgraded ( ) Abandoned( )by /�19Y ND✓ 4A el _n t at 6 6 MV841?. 1//9 t HYJA'�AII:541 ias been constructed in accordance y � with the provisions 1of Ti le 5 and the for Disposal System Construction Permit No. t�W(D dated 1 'cw Installer Designer #bedrooms r> Approved design flow 5S© gpd The issuance of this permit shall not be co strrued,as a guarantee that the system (will tf nc);io�designed. Date / J J/d 9 Inspector \_ , ./ Fee ——— —— No. ,.�C�( —�5Q Q ----- _ t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION---, `BARNSTABLE, MASSACHUSETTS Dtgoar stem Con5tructiou 3dermit Permission is hereby granted to Construct (7), Repair ( ) Upgrade ( ) Abandon ( ) System located at 16 ,6 17'19.e.61/.e L//9(// 57' 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 pe f. Date O Approved by C r Town of Barnstable Regulatory Services Thomas F.Geiler,Director g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage.Permit# oQ6_S1 Z � Assessor's Map\Parcel 2'1S 002 Designer: "t,, , A. W.l za , P.re Installer: Pav►h I_ Address: Gax6--N!jf Address: Po. 6ox 99S ?S tjorLc. 5i- . Pi zbhWILS 02-f00 02(03,9 On l 3 0 1"(36 00,,A-cm 'Paul was issued a permit to install a ha (date) (installer) . septic system at 6& krhor UKw Sf (, .kst R!Aa hn,:M tbased on a design drawn by (address) 13aAzr- K1 I e &Avicannm I S dated (d&ignerf ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or.septic tank. . I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component . of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow_ Z7t; STEPHEN AU_YN (Installer's Signature) ® WiLSOrl No.30215 � esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF . COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Desiper Certification Form 3-26-04.doc Q#200�.--03/ AsBuilt Page 1 of 1 p , 11 TOWN OFBARNSTABLE INNS LOCATION iU(7 t-in n o,i V wt �� SEWAGE# VILLAGE ASSESSOR'S MAPP�&PARCEL INSTALLERS NAME&PHONE NO, R14Y,"oJO SEPTIC TANK CAPACITY 200 0 0 � ✓'94 74 r~� LEACHING FACILITY:(type) O (size) 4 u 1 2- NO.OF BEDROOMS OWNER Rn�A •� .`r l'G/��nes^J PERMIT DATE: 0/20/2-°6 COMPLIANCE DATE: D 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 b e p /4- 1 O 2 O i r 3 �4•s 3s•� S let El http:Hissgl2/intranet/propdata/prebuilt.aspx?mappar=245001&seq=1 11/17/2014 Town of Barnstable P# U -71 oFtNe row . Department of Regulatory Services BARNSTABLE, Public Health Division .Date / a' D tr q MASS. 059. 200 Main Street,Hyannis MA 02601 PIED MAC A Date Scheduled "A I 1� 2� Time /0.o-a Fee �U � �4r�7 Pd. Soil Suitability Assessment for Sewage Disposal Performed By: S�-�� v�(a W_ ,(g 1 4 LZ Witnessed By: 001 Ui LOCATION & GENERAL INFORMATION Location Address' �& 1, a,,"e .Utew S-rcC� Owner's Name H&.zc G CV-S C.en4�I/I�fl�e. 410 Q.rx 6 k ca•--, t�M N' (Jest K�rnv,t3y�orrJ' /J_ �- Address d vnA. O21 t O M Assessor's Mapftrcel: YYIa 41S -1 Xngineer's Name Sltp►A A• W- O L3eier�rJ4 Neal.Kgvsrt NEW CONSTRUCTION REPAIR K Telephone#(Sog) y2$-97/3/+ ewf- /3 Land Use Slopes(%) Surface Stones U Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) a E_NfRAL VENUE p m A, ✓ 6.�0. am�y 41 ' �jT♦ sal Eoo Aut iuR�//�/ i\ __ �,..,�.\4 1 1 'Y`xrv� I, • . ` ,,! /!Vr« ak fl /r I Ix� %iM1.i /[01N01-IH mar/J—�',\�.�L�_� W1� .�• are ' I � I !/ *Y'•' ® ...�M , it ov,a, . 1 I ! m��i✓ �.... � / •omm spa ,fir, Parent material(geologic) GI t•Lt21 bo±s4 Depth to Bedrock Zaah p Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face i1 GF r: Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST bate? 1 Time Obselvadon Hole# �_ Time at 9" Depth of Perc (on V Time at 6" Start Pre-soak Time a Time(9"-6") End Pre-soak Rate Min./Inch 7 1/n Gh , Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division "Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PERCFORM �a DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders- Consistency,%Oravch A dy �.o�rn /G y►Z 3/2.. J3 --32 Sc�dy Loa.r� /O yr? S/6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Gravell r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grave Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes X_ VVUhin 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally occurrinZ Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with the required.training,expertise and experience described in 310 CMR 15.017. Signature DAte 23 06 Q:HEA.LT l-l/WP/PERCFORM C#ZC30'i-03,� JA 26 PNI 7 TOWN OF BARNSTABLE �/t5rte�,",�„� LO:,RnON SEWAGE # VI'i LAGE - ASSESSOR'S MAP & LOT O�o fl INSTALLER'S NAME&PHONE NO. - , SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Wedand and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by . i ( �3u -35 i FXLED INSPECTION Y MAP � S William E. Robinson PARCEL a 4 Septic Service LOT THIS FORM IS A FACSIMILE OF THE STANDARD SEPTIC INSPECTION FORM ISSUED BY THE MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION(revised 6/15/2000) TITLE 5 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 66 Harbor View Street(per Barnstable Assessor's records-units are numbered 76A&76B in the field))-this property is assessor's man 245 parcel 001 West Hyannisport Owner's Name: Estate of Hazell Crane,Ropes and Gray, Ann N. Grace Owner's Address: One International Place _. Boston,MA 02110 ..Date of Inspection: March 8, 2004 Name of Inspector: (Please Print) David D. Coughanowr,R.S. i MAR 47 8 2004 Company Name: William Robinson Septic Service Mailing Address: P.O.Box 1089 = Centerville.MA 02632 y r =- )F-�v- T. -- K. Telephone Number: (508)775-8776 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 Title 5(310 CMR 15.000).The system: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority X Fails GN Inspector's Signature [ �� Date: OWpc4 �-, Z&O The System Inspector shall submit a copy of this inspection 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 NOTES AND COMMENTS Inspector's Note—> Although this system would not fail with regard to the Commonwealth ofMassachusetts failure criteria, it does not meet the requirements of the Town of Barnstable and therefore is deemed to fail. Specifically, "Septic systems consisting of one cesspool shall be upgraded to conform to 310 CMR 15.00 of the State Environmental code."A copy of this regulation follows page 11 of this report. ****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 Inspection Form 6/15/2000 page 1 Page 2 of 11 3 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 66 Harbor View Street West Hyannisport Owner: Estate of Hazell Crane Date of Inspection: March 8, 2004 INSPECTION SUMMARY: Check A,B,C,D or E/ALWAYS complete all of section D: A] System Passes: No I have not found any information which indicates that any of the failure criteria described in 310 CUR 5.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. COMMENTS: Single cesspool systems do not pass per Town of Barnstable local regulations 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. Answer yes,no, or not determined(Y,N,or ND). in the_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. ND explain: Observation of sewage backup or breakout or high static water level in the distribution box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. The 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 The system required pumping more than four 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 2 t- Page 3 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 66 Harbor View Street West Hvanrusport Owner: Estate of Hazell Crane Date of Inspection: March 8, 2004 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 and 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 "This system passes if the well water analysis,performed by 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 3 Page 4 of 11 s OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 66 Harbor View Street West Hyannisnort Owner: Estate of Hazell Crane Date of Inspection: March 8, 2004 D)System Failure Criteria applicable to all systems: You must indicate either"yes" or"no"to each of the following for all inspections: I have determined that one or more of the following failure conditions exist as described in 310 CUR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. 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 1/2 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 X Any portion of the SAS,cesspool or privy is below high groundwater 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 by 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) Yes—see (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist a note page 1 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 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 66 Harbor View Street West Hyannisport Owner: Estate of Hazell Crane Date of Inspection: March 8,2004 Check if the following have been done:You must indicate either"Yes" or"No"as to each of the following: Yes No Y _ Pumping information was provided by the owner,occupant or Board of Health. N Were any of the system components pumped out in the last two weeks? N Has the system received normal flows in the previous two week period? N Have large volumes of water been introduced to the system recently or as part of this inspection? n/a _ Were as built plans of the system obtained and examined?(If they were not available as N/A) N Was the facility or dwelling inspected for signs of sewage back-up? Y _ Was the site inspected for signs of breakout? Y _ Were all system components,excluding the SAS. located on site? n/a Were the septic tank manholes uncovered, opened,and the interior of the septic tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum.? Y _ Was the facility owner(and occupants,if different from owner)provided with information on the proper maintenance of subsurface disposal systems? For information on the proper maintenance of subsurface disposal systems please go to: WWW.ECO-TECH.US The size and location of the Soil Absorption System(SAS)on the site has been determined based on: N Existing information. For example,Plan at the Board of Health. Y _ 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)] 5 Page 6 of 11 ' OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 66 Harbor View Street West HyanniWort Owner: Estate of Hazell Crane Date of Inspection: March 8,2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 4 total—3 in main house, 1 in cottage DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a—No plan on file at Health Dept. Number of current residents 0 Does the residence have a garbage grinder(yes or no): Yes—removal of garbage grinder is strongly recommended. Is laundry on a separate sewage system(yes or no): no :(If yes, separate inspection required) Laundry system inspected (yes or no): n/a Seasonal use(yes or no):yes Water meter readings,if available(last two year's usage(gpd): 77 gpd Sump Pumpes or no(y : no) Last date of occupancy: Fall,2003 COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow(based on 310 CMR 15.203):: gpd Basis of design flow(seats/persons/sgft/etc.): Grease trap present: (yes or no) Industrial waste holding tank present: (yes or no): Non-sanitary waste discharged to the Title 5 system: (yes or no). Water meter readings,if available: Last date of occupancy/use:- OTHER: (Describe): GENERAL INFORMATION PUMPING RECORDS Source of information: System not pumped in recent past(Owner) Was system pumped as part of the inspection: (yes or no) No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM: Septic tank,distribution box, soil absorption system 2 Single cesspool Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternate 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) APPROXIMATE AGE of all components,date installed(if known)and source of information: Age unknown.House was built in 1920 and no records are on file at Board of Health) Were sewage odors detected when arriving at the site: es or no no g g (y ) 6 Page 7 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 66 Harbor View Street West Hyannisnort Owner: Estate of Hazell Crane Date of Inspection: March 8,2004 BUILDING SEWER_(Locate on site plan) Depth below grade: 1.5 ft Material of construction:_cast iron _40 PVC_other(explain) Distance from private water supply well or suction line 20+ Comments: (on condition of joints,venting, evidence of leakage,etc.) Sewers are vented through roof. SEPTIC TANK:No (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene _other(explain) If tank is metal,list age_ Is age confirmed by Certificate of Compliance_(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: 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: How dimensions were determined: Comments: (on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP: none (locate on site plan) Depth below grade: 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: Comments:(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 s OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 66 Harbor View Street West Hyannisport Owner: Estate of Hazell Crane Date of Inspection: March 8,2004 TIGHT OR HOLDING TANK: none (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/day Alarm present(yes or no):_ Alarm level:_ Alarm in working order(yes or no):_ Date of last pumping: Comments:(condition of inlet tee, condition of alarm and float switches,etc.) DISTRIBUTION BOX: none (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: Comments:(note if box is level and distribution to outlets is equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.) PUMP CHAMBER: none (locate on site plan) Pumps in working order: (yes or no) Alarms in working order: (yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 66 Harbor View Street West HvanniMort Owner: Estate of Hazell Crane Date of Inspection: March 8,2004 SOIL ABSORPTION SYSTEM(SAS): None (locate on site plan;excavation not required) If SAS not located,explain why: Type: _leaching pits,number_ _leaching chambers,number _leaching galleries,number _leaching trenches,number,length _leaching fields,number,dimensions _overflow cesspool,number —innovative/alternate system Type/name of Technology Comments: (note condition of soil, signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.) CESSPOOLS: Yes (cesspool must be pumped at time of inspection)(locate on site plan) Number and configuration: Two—one serving main house and one for cottage 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 or no): Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.): Inspector's Note—> Although this system would not fail with regard to the Commonwealth ofMassachusetts failure criteria, it does not meet the requirements of the Town of Barnstable and therefore is deemed to fail. Specifically, "Septic Systems consisting of one cesspool shall be upgraded to conform to 310 CAR? 15.00 of the State Environmental code."A copy of the regulation follows page I of this report. PRIVY: none (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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 66 Harbor View Street West HyanniWort Owner: Estate of Hazell Crane Date of Inspection: March 8, 2004 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'(Locate where public water supply enters the building) LOCATIONS A B C D I I I ft 25 ft 2 19.5 ft 25 Ft OCESSPOOL O A 2 METER C O CESSPOOL 6 PIT w EXISTING < DWELLING w D O U w 3 HARBOR VIEW STREET NOT TO SCALE 10 r ' Page 11 of 11 OFFICIAL INSPECTION FORM_NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 66 Harbor View Street West HvanniTort Owner: Estate of Hazell Crane Date of Inspection: March 8, 2004 SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to ground water: 20 feet Please indicate(check)all methods used to determine high ground water elevation: Obtained from system design plans on record-If checked. date of design plan reviewed Observed Site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of health-explain: Checked local excavators,installers-attach documentation) Accessed USGS database You must describe how you established the high ground water elevation. Comparison of USGS Topography maps and surface water elevations shows site to be 20 feet above groundwater. At time of system repair the seasonal high groundwater elevation should be determined during the soil testing phase. 11 PART VIII: ONSITE SEWAGE DISPOSAL REGULATION SECTION 5.00: UPGRADING OF SUBSTANDARD ONSITE SEWAGE DISPOSAL SYSTEMS ADOPTED 11/10/98 EFFECTIVE DATE 1/1/99 avaysrwei.g. I euag Town of Barnstable Board of Health UPGRADING OF SUBSTANDARD ONSITE SEWAGE DISPOSAL SYSTEMS PURPOSE: The possible contamination of the sole source aquifer by substandard onsite sewage disposal systems presents a serious threat to drinking water affecting public health. This possible contamination also poses a threat to areas designated as wetlands affecting the environment and public health. This regulation is adopted pursuant to the power of the Board of Health conferred by Chapter 111,Section 31, of the General Laws: Septic systems consisting of one cesspool shall be upgraded to conform to 310 CMR l 5.00 the State Environmental Code.Title V Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and the Town of Barnstable Board Health Regulations. This regulation shall apply to any septic system inspection conducted in accordance with 310 CMR 15.301 of the Stale Environmental Code, Title V. This regulation shall also be strictly enforced during the building permit application process. Susan G. Rask, R..S., Chairman Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. 74 _ yn 1s , This document, the ideas and designs incorporated herein may .•' •, .• A'• O O not be used. in whole or in port. for my other propel without the Written permission of the 4'r Architect: Sioel Asontugrul. AIA AI.R A+.s A,.s A+.s A ' SA ARCHITECTURE,INC. GARAGE , K•-0• , 0• 24'-,• ,x LINE OF 30'-0" SETBACK ABOVE RM.RM.TREWS �HOWE [:)Pow GARAGE AB RM us O 11 ' 9 n4 o E1.7 ❑ un DECK t2 MUD RM. 4 0 0 nx © © 0 A "s o tea BUILT-'WALL r/ ® II cAe. CL. BATH, OIWS/SNELVWG KITCHEN/FAMILY RM.. ❑ tpt a , o O o © f BREAKFAST RM. UP EAST POW ,® ENTRY ] j MA ���sErT r FCYER,:4 Norcx CL. ':,00 © CO D 0 1) PROVIDE S-0•WIDE ICE t ❑ ! ]. ® ® VAALLEYS,Q C1REK 1WALLS.M. +1a „s L. O O O 2) PROVIDE towr.Ft/L9wIG e clelRter PfleL¢TER,T'IP. O❑ 1a ]) INSTAIROOFRED CENR R0 SHINGLES 'E UP 114 � O �O UP Aar W/le BLUE LABEL PERFECTIONS. UP f' 4) STAINLESS STEEL NOW SNIN E UP FAS]ENEWS ARE TO BE USEDD. o r4 rD TRELLIS OL L s) ROOF SNINGES ARE TO BE APPLIED ABOVE BUILT-a STONE PATIO _ OVER A LAYR of tmAR BREATHER w7ERUL CL. ''4 O sm os a) ALL RIDGES ARE TO BE TINISH D W/ IU BURT-IN 1 14 RED CEDAR RIDGE BOARDS W/ WEST ENTRY Q CAB. BM-W VENT.IC. UP UP O FOYER GRILL/SINK/REF. ^ (Z) 7vALLE15 ARE TO BE w/COPPER Inued-Permit 77 Nrn.' © ,pa At.] O "x �' Oy B) ALL ROWING APPLICATION ARE TO BE Issued- Permit 13 Nor.' R1 snuctT CNi pDRYANCE W/NANUF. RE CONWNAT10F6 I.aued—Pricing 4 ScpLOf o d ❑ ��� m Up 1 0 Issued —.i- JD August AI.s 0 ]M Ntpt.24•WIDE A'� Design Review 25 August' 1 D © a D SCREENED STOW WALL Review 14 dul' ! O PATIO � y 106 0 tw 'lo Iwad- Historic Bd. D8 Aiy f ❑ 1 FIRST FLOOR PLAN Revsons: Dote STONE WALL24 WIDE LIVING,DINING RM. CONDRON CAMP ,a, T ©8 _ © COVER VHOUSE 2 U PORC 8GARDEN LIVING AR A 2,440 SF N HARBORV"STREET Q 0 — A,.] GARAGE AREA 884 SF ® DECK + COVERED PATIO 686 SF tttsT IIrwRBPoRr,MA TOTAL FOOTPRINT 4,010 SF (LOT AREA 20,577 20% 4,11 ® STONE PA 10 ® GRADE 365 SF any-w 0 ® eAB.W/ AR j B sm FLUSH T04 OB XSEA�RTH Q I +02 10 ® FLOOR AREA RATIO FIRST FLOOR 2,440 F ! SECOND FLOOR 2,820 F 0 � iN O TOTAL FL OR AREA RATIO 5,260 F © surEs ® c (LOT AREA 20,577 30� = 6,173 F) O LID B B FIRST FLOOR PLAN D c I ) "'LINE OF 30-0 SETBACK J S.A.ARCHITECTURE r{{t{ AFChiteCtUM Planning•mtwior Cello 1 LINE OF 10'-0" SETBACK SA D�rT Ngfl.o/, Pam,19M Ork ni,MA 02LW Foc(S0B)x40-5W? t LINE OF 30'-0" SETBACK . ) Ats 1. ' 1�scale t i - 17 Nwen4er 20M A 1 .2 { { ' This document. the ideas and designs incorporated herein may ' .• , ' not he weed. in whale or in part, 11NE Or eadr BEtD11 for any other project without the Architect: permission of the Sib I Aso SIDeI Anantugrul,AIA SA ARCHITECTURE. INC. A1. ♦ ] TIT A1.9 A1.9 ° ' 1 f 2- i ♦'-6 IS-9- 2'-lay' 12'-84'i 7'-1' 7*-1' O 10 O \ qqgg / MECH. CL. 2on O BATF I R / I� ® \ / - II I 8cL. EAST Or — — o STAIR FOYER BO Oe © D Oa DN feAeTp- WALL eR11'S/9ff1MIG 2. e CL. / MAS1 R \ CL. x BEDf�M. ❑ S' BOYS BATH BATH' GIRLS` >a BEDRM. RM. a DRM. BMT-N NNs BEDRM. a �© p —® ® 212 �*+ ' — O O — — e-syl' — — ,e_ -,oy' O CL. CL. Eli A. BwaT-N BUNR ^ a TV ❑ eEo•ewA r LAUND. I INALT-N UMA ) ® 90 •+.e `z' zt9 CL. CAB/51E19ES SITTING MOMMOMBwaT-N OL91 AREA FYI 2 CL. OI lased-Permll 17 Nov.' r WEST L Issued- Permll 13 Nov.' STAIR FOYERL Issued_ Pricing 4 Sept. O m+ O Issued- 28A 30 August' -- 2 Design Review 25 August' p 0 BO A1.T Design Review 06 Auguel' E Desi¢+Review 14 J.WFX OIssued-Historic Bo. D6 July { Revisions: Date: ASTER c�` CONDRON CAMP IENCl..J ATH RM 122 nT� 4 f� HOUSE 2 \V/ 66 KMOORWr STREET BEST NtMII¢gtT.MA O BmT-N rALL O CAB.r/ /MASTER \ 4 i / BEDRM. wil.-N \ 21] SEAIN a i /4 CL. SECOND FLOOR PLAN G G LIVING AREA 2,620 SF SECOND UNE Or RaDi BUM FLOOR PLAN S.A.ARCHITECTURE Archilactura,Planning,Interior Design J 3511 Donaeny Nips 24D 19BB t»W 2♦'_1' 02BST iac(508)24B-57B7 scale M-612DD6 A 1 .3 ;E Dote SOIL, LOGS DATE:5/19/2004 • , o' LEGEND P-10,711 EXISTING PROPOSED i ENGINEER.- BOARD OF HEALTH AGENT: Steve Wilson P.E. Dave Stanton Stake & Tac Set/Found _ o ••' R � o Mag Nail Set/Found �- • w TEST PIT TEST PIT o Concrete Bound - L Q ..... .,. � ¢ G.S.E. - 97 '9t' ® Gas Gate a. � Electric Meter 0 ® Electric Conduit A Water Gate P Sandy Loam 6` 10 YR 312 e Water Meter •_ � • ;?, °. � a SITE f r-,,...•,°, .... .� . �.. „ . � 99.4 -o- Utility Pole 6 /, B Coynr'` •� <v �►�di r Contours 13 /��� i Sandy Loam 200x00 Spot Grade 00 ;,99.2 •- 15" 10 YR 516 -�- Test Pit �,�s.e _ O C Conc. Concrete • "98.9 q v m Medium Sand EP Edge of Pavement ER ILLE. A`R :.� �. - - _ z 48" 10 YR 6/4 . BCC Bottom of Concrete Curb 99A �q ' �$'9_ Q 100.1 F.F.E. Finish Floor Elevation 99 9,.o _ _ _ _ 9 . a C2 IP Iron Pipe LOCUS MAP � /� 992' � - - _ _ t7-&x - - _ a _ _ _ q8,7 Medium Sand/Fine grovel Water Line -c c - _ x A w r - 161. \\\ c�9 ��� 00, _ - 4c-s �^�.-�/ �--x, AI, -u--•� 99,8 132• 10 YR 6 4 ' as Line -w w 1 2000 ,� lip _VEN E - _ _ _ r / /x 99•G ��. _ r^ , '9 - - x 99.6 PERC O SO" 99.4 /rlr, 161. x r == /!Ii',�� > 0 RATE c2 MIN IN 98.7/ DESIGN SCHEDULE ELEVATION r - � x � � � i 99.1 � - � , _�R l/NABt.E TO SOAK > x)II., Ls ;,� 99,4 w000 �:ir S �% _ --q�� Q9.6 TOP OF FOUNDATION / / r / N Fq G 7 j 81'OO,�, . 98 x9 '` SEE PLAN BOOK 160 100.0 / 98• ,yir / CO 0,4� `� E 55B•29• Tb PAGE 19 TO FIX NO WATER ENCOUNTE:fD � � '���'�' Sr - SEWER INVERT AT FOUNDATION 96.3 ZONING DISTRICT: RD-1 / l ; i ' / o�S� N T TACE i r 9.5 INTERIOR ANGLE OVERLAY DISTRICT AP AQUIFER PROTECTION � ''° 99.z SEWER INVERT INTO SEPTIC TANK 95.7 f 9.5 x o. '6 d / ,QQ 'LS 99.3 - gg qi^r \ �/ ,99.� ;, SEWER INVERT OUT OF SEPTIC TANK 95.4 MINIMUM LOT AREA: 43,560 / � � � ' � � \ � 9..5 t./ 98 �iil. � e' 41 SEWER INVERT INTO DISTRIBUTION BOX 94.8 LS > , 9 � Leaching. Area Requirements MINIMUM FRONTAGE: 20 \ -,, p n SEWER INVERT OUT OF DISTRIBUTION BOX 94.6 / 100.0 J _ P r' ✓r i"� � �\ �. q J 162.32 -J t•' `� MINIMUM WIDTH: 125 /�, -; . ' �,�% Rqp /. /, 8.8 99.3 J 1[�,� I ;� g ,QI p -;'; \ = SEWER INVERT INTO LEACHING SYSTEM 94.0 9 .ri r p 98.3 9s�. 5 BEDROOMS AT 1 ,0 ,GPD/BEDROOM 550 GPD 7.5 FRONT SETBACK = 30 SIDE do REAR SETBACK = 10 A 1. �`�,0 , 5, T �'4M 2 S' x p�` .S ? 1 BOTTOM OF LEACHING TRENCH 92.0 l p 1 ' •O, F.D T -- u is NO GARBAGE GRINDO? F,. ,e. QRy `� PROPOSED WATER TABLE: NONE OBSERVED AT EL 86.5 LOCUS PROPERTY IS SHOWN AS: A / W , . X:9a 7 . Op•`�RG ' DRIVEWAY q ` P RA = I MI CLASS 1 ASSESSORS MAP 245 - PARCEL 1 z qa L IN _f . 989 .` 973, .�� ERC RATE 2 1 N. INCH ( ) LOCUS DEED: 98 9r'. s� '� tY - X1 o, W / _ /'• / �. \,� \ ; . ,'. 197. `�- \ 01 tD LTAR 0.74 GPD '�F. DEED BOOK 18,352 PAGE 174 / / ^ >a' , r / �/ _ / . :OQO xgn4 49?':. �+11 iWA a ., j 97�0 s,'• 98.4 1 / 'rs7 __. - " - SLA. . - MIN. LEACHING ARD, OF SAS. PLAN REFERENCES: i. 0- o /` 1 _ �r \� _ i x� o 98.6 r r ? �_ O�� o, LOCUS: LOTS 352, 353, 354 do 355 - PLAN BOOK 34 PAGE 91 '� %! ,,� /o / `r -E �` D-BOX 550 GPD/ 0.74 GPD/S.F. = 743 S.F. MIN. PLAN BOOK 187 PAGE 19 / PLAN BOOK 299 PAGE 30 / ` l a� �" r !� Hoop 9E.� PROPOSED SYSTEM 1 9,� ,/ D ``\ _ 1 J JEST PIT ^Y PLAN BOOK 302 PAGE 6 / _ -_ _- • � PLAN BOOK 160 PAGE 19 l s f ' f 1 �,�' = r $IDEWALL '(48 +12)(2)(2) = 240 S.F. L ��� fi ,_, ,2 9>3.5�` '�i !'l\.;_A,, t, $c' �•,i';' �� ;� 98.3 BOTTOM 48' X 12' S76 $.F GENERAL NOTES / / Qj 97.7 / �1 S �ai SrORI , \ �"� COMMUNITY PANEL NUMBER 250001 0008 D ; \�fi99.4 c \ x96 / 9 TOTAL = 816 S.F. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C / x a ?6q' r 1 9d, � o, oo \, �,� / 97,7 i ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH AN AREA OF MINIMAL FLOODING / / ; ' / / 98. ��' 97. ,� TIRE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 x / 98.0 // ANY LOCAL RULES APPLICABLE. PROJECT BENCHMARK : DATUM = ASSUMED , �� // 99. 97.2 r TBM = MASS DPW DISK SET IN LOCUS ® ELEV.= 100.00' j/0� ^ / CB DH FND r 98 6 /' // / \ I ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 98. / �� rn xSS. --_ g9 67 / i97.9 �' / UP #8 --- - , . �, / "'`'/ BY DESIGNING ENGINEER LAWN x94 xc37 � � / ti y '� WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, X 9,L5 �V&, ,� U / / 3 97 S �' NO`IFY THE ENGINEER & BOARD OF HEALTH AGENT' PROPERTY OWNER:. (PER ASSESSOR'S) : CB DH END. __ .,T ?�r (CB N ,2!is OO. /' FOR INSPECTION. HARBOR BLUFFS, LLC tRr ;PLAN, 00K 3A F 'mac 91 'S 7 C/O MARGARET CONDRON ,� / , 1 20.577f SQ. FT. Ce �s" Iy, S �ja.� ga � WCO.'�� � � ^ d 97.8 P.O. BOX 142 �R; ! .0.47t ACRES 9.96) -- 97.8 : / THESE LCLVAI'IONS MUST NOT BE CHAN Eu V01110W TYKi►iLIV x 97 6 ! APPROVAL BY DESIGNING ENGINEER WEST HYANNISPORT, MA 02672 �,r� , ��, J _ !RON Roo/CAP ® LOT _ N/F BERGTHOLDT 9) CORNER FND C� 96.9 X. ALL �4WITI_`Y DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 x96.7 97,4 d CB D4 FND EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER CBMDH FND 310 CMR 15.255. EL 98.79 (ASSUMED) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE o / 97.6 / UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE o 97.8 ET10N T THE MONUMENTS SHOWN HEREON ARE NOT LLOCATION OF PROPOSED DRIVES ARE APPROXIMATE AND IN .RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED c� WITHIN A SPECIAL FLOOD HAZARD AREA 1 SHOULD BE VERIFIED IN THE FIELD. THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. - I s- 1�c o sr>E LOCATION REG ED OWL LAND SURVEYOR ;� °�� 66 Harbor Yield Street West Hyannisport, Massachusetts PREPARm FOR Margaret M. condron NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED MANHOLE COVER doy 4' I I - I=j-2oac. TALE FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6` BELOW FINISHED GRADE. - Proposed Horse & Septic System 4• 12' :]v y-_�. '-cy1 .�^ �: _ :rs--• - - .:,:. .`>' 'i:: Jai t.: - `+ j T.D.F = ,00.D TYPICAL SYSTEM PROFILE - - - --� -... -.- � BARTER NYE ENGINEERING & SURVEYING FINISHED GRADE = 99.01 NOT TO SCALE Registered Professional Engineers and Land Surveyors MANHOLE COVER AND FRAME PIA OF 78 North Street- 3rd Floor,Hyannis, Massachusetts 02601 (AalusT To PRECAST LEACHING CHAMBERS Phone- 508 771-7502 Fax - r MANHOLE COVER & FRAME NO SCALE ( ) (SOS) 771-7622 =Y•- FlNISHETJ GRADE OVER TANK 97.Of NOTE IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANI.OL E COVER do FINISHED GRADE OVER D. BOX = 97.Ot ==_ FINISHED GRADE OVER LEACMNG TRENCH = 97.5f MANHOLE FRAME AND FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6` :J 3 min. COVER TO GRADE BELOW FINISHED GRADE. 20 0 20 40 _ FIRST 2 (TO BE LEVEL) I 4" SCH. 40 PVC 4 SCH. 40 PVC then O 2.OX TYPICAL) O 2.OX ' r t,,,i,, OL2 (m1 SCALE IN FEET vs _ 9 (min) Cover '=•� O 2.0% K MP r 10" CI TEES I(NSpTA[LL[� ir 4 SCH. 40 PVC 36" (max) Cover' ' 2 PEASTONE GAS BAFFLE - � -f.3 :Y!- 7i.-_>- �.• > y�.1._ , �•r, r �-�••��•��•-�-�� CONNECTION • y., ra' ='i::''• r.'•.�_••r.w:a'},�:.•.-r - �' tir =. :-._ 1 1 CONCRETE LEACHING CHAMBERS 12r _ s1'.t:�F="ty(-1 r- k( �a e-• .. .= -•-:. SCALE: 1" 20' DATE: 09/14/06 1 ,;Jy 1.I4_�:a1... Jw:�'��� -i i:=•� .Ri3--'ra....>:. r 4" DIA. PVC rT ..+a'r'.C +tea`.Y-� !--F:tiY` ��'•4 Fw.rM. I� '.�Yi:.. :.�, '►'' "'''- • 3 1 _ j ,,,.;,� 24" EFFECTIVE �_;��- F r :J: , ,; i - �:,' 0 f �p s s CRUSHED _ y t� r _,_. d.r. - = --,..s • .:T� �J.=;>� DATE: REMARKS -7- s ''"` WASHED STONE �� "�� REV. _ 1 .:_::� y :.s.... ti� s f , TEPHEN REINFORCED •�•c r q •r -_ -r ••at• DEPTH r-"- _ ;.:f a •,M:.,^.! •` .:- _4 '•'Y:��r►.~r .�ie2;•�ti o ,� Q STONE ■ :.'�':' �' '•-r f•=::� �'�-: � � ..;-�•. )• '-:.. : �-f a s i , • S% f• j+ -1- 11115106 Rev. Gara e & Drives _ _ - .f .-vi ►,t J.i .:tip-. . -;.... +r 1. t r .i .1 i. _ _•�_. j;a,. t'.- . . t•S..•:: - • U Cn •-may-.; ''-•s-•s.•:r• :..r•--:�r�.r••t. ts. �..v'.iCi••- - •. _ -+.,.. _ :` '•' `y f - . 2 , • a, ___ CONCRETE LEACHING CHAMBER DETAILNAL E�� DRAWING NUMBER5' MINV-s-y" STONE FLOW DIFFUSER (H 20 LOADING) 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater observed O Elev. 86.5 NO SCALE 0: 04 04-031 surve worksht 2004-031 SP3.dw H-20 H-20 H-20 JOB # 2004-031 ,