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HomeMy WebLinkAbout0160 ROBBINS STREET - Health 160.Robbins Street . Osferville h A = 142 148 a ° n ° ° n ° r , , ° ° p d. , a AsBuilt Page 1 of 1 166 /`(Obb;115 01 TOWN OFBARNSTABLE LOCATION / a of pr r QS"iCfu%I/E' rto n•47oSEWAGE#,;co f- '"d 2 VILLAGE QS Z`Ei't) `r 6lG ASSESSOR'S MAP&PARCEL PVT INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY 16eO LEACHING FACILITY.(type) Ct t rtl�bejrS' (size) /0 NO.OF BEDROOMS lCb� 13.0 OWNER -5 A(L ks /V O o AJ PERMIT DATE:-DeL t 1, 2 -4-5 COMPLIANCE DATE: 510 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 5lJ�ub><� �✓-Gt,�.5� 13CFV 3 C 32 .1a '4 http:/i issgl2/intranet/propdata/prebuilt.aspx?mappar=142148&seq=2 3/9/2018 TOWN OF BARNSTABLE. LOCATION 14 6 6b���'�, ®_51 L tv!/10 MA-626SVwAGE# Sao% Y6 7 VILLAGE S Z'ulcl J C14r ASSESSOR'S MAP&PARCEL /1-42 -!41f INSTALLERS NAME&PHONE NO. jQ,p4f S 0�,-c o s ;'of 737 SEPTIC TANK CAPACITY 16440 LEACHING FACILITY:(type) 0 it Ai, b eE S �� _ (size) /8 !X 2 6 ! NO.OF BEDROOMS 7 do L- OWNER , 5A&kA AJgoAJ 44r-) PERMIT DATE: -DZ 57 COMPLIANCE DATE: j l i o 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 � y� FE ti.► R 1' � V va O 4R aci ate' r - No. �1_�lJ 1 ' `o/ FeeE - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Y ftplitation for BispoSAY bpstem Construction Permit Application for a Permit to Construct( ) Repair l;Nq Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. `60 j to Kf> ' Owner's N -,Address and Tel No. PY Assessor's Map/Parceln ejeva1{ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: I� Dwelling No.of Bedrooms Lot Size sq..ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) V gpd Design flow provided °� (� gpd Plan Date a -- �� Number of sheets Revision Date Title . 9Q2T iC CD,4)y l q.#) Size of Septic Tank r�� C, ��,�1°���' Type of S.A.S. J� PIAC_ i LDS I�G�I I°� 1� J Description of Soil , -�a" so b1W-fft:A `�(����, 0A4Pe&- pW J qq 1 Nature of Repairs orAlterations(Answer when applicable) 41,&OA /E4Ck916 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 Certificate of Compliance has been issued by this Board• f Health. �Si ed Date Application Approved { Dater J J t Application Disapproved by Date r for the:following reasons Permit No. ei �t�'� Date Issued 2�!.t No- ox l-1 ' 0/ Fee computer:Entered in 1 / a ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH,DIVISION -TOWN OF BARNSTABLE, MASSACHU$ETTS °y 2ppi ation for Misposal-6pstem Construction Permit Application for a Permit to Construct( ) Repair;q Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. &S S r Owner's Name,Address,and Tel.No. Assessor's Map/Parceli Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms ? Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ( S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) SO gpd Design flow provided S_0 gpd Plan Date q - G " o26v_ Number of sheets Revision Date -,. Size of Septic Tank 00119 GSA j �X jC��'Kc, Type of S.A.S.,'� Description of Soil / t� lqq Nature of Repairs or Alterations(Answer when applicable) i 70 n 1 Date last inspected: Q Agreement: s The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal'system in st accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of ;t Compliance has been issued by this Boardeof Health. ..igned 1 Date Application Approved, Date Application Disapproved by ' Date for the following reasons ` Permit No. 6 9 4°�r7 Date Issued 1 t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired 4ml)" Upgraded( ) Abandoned( )by ,e at 2b6o;^S -' ()�-AfV,[Lk has been constructed in accordance with the provisions of Title 5 and the'for Disposal System Construction Permit No.?Mrl '(67 dated 1 Installer �{ 1�'"-^1 Designer t�0##4C+J L #bedrooms Approved de ign o gpd The issuance of this pe it shall not be construed as a guarantee that the system till fundion as designV Date S�0 Cl Inspector � d� • THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Mlsposaf &pstrm Construction 3permft Permission is hereby granted to Construct( ) Repair(4''}� Upgradef( ) Abandon( ) System located at '<r�() 1G and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. w •t Provided:Construc ion must be completed within three years of the date of this permit. Date t �(� Approved b a �►1� r i I� Town of Barnstable' P# I ,217 9 9 Department of Regulatory Services . L& Public Health Division Date j 01/1/ 200 Main Street,Hyannis MA 02601 �ArFO MA't� Date Scheduled Z /i Time Fee Pd./ '� Soil Suitability Assessment for Sewage Disposal Performed By: SIC A sew, Witnessed By:—��tJ�1ti�� LOCATION& GENERAL INFORMATION Location Address �C Owner's Name `z A� lam 4740 4) ©.%E gcv1 l.� Address G(S4� yq)4�/ 0)�v S"T l/c Assessor's Map/Parcel: =� 2 & � Engineer's Name �}xr`��'�C NEW CONSTRUCTION. REPAIR �/ Telephone# Land Use Slopes(%) Surface Stones ✓1OR? 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&pert tests,locate wetlands in proximity to holes) ���c • lv 3 �I-y �l.Gn d�� Zia(: �' r �.oc.c.41C15, Parent material(geologic) &C fete Qut-u, k,sit Depth to Bedrock i Depth to Groundwater- Standing Water in Hole: QaAcr: 0&9, Weeping from Pit FAce 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" Index Well# Reading Date: index.Well level Adj.factor. Adj.Groundwater level m PERCOLATION TEST bate , Time . Observation Hole# Depth of Perc >,. Time at 6" Start Pre-soak Time @ Time(9"-610) End Pre-soak hate Min./Inch Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland;you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. //A- o 56J . Q:\SEPTI0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Bole# 2 Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. Consistcncv.%Gravel) y jy! d�3 Sa.°ry L.oawi dD Ye CZ- maal y/; DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell), Mottling (Structure,Stones,Boulders. Consistencv.°k Gravel) to ve cif,, v"a�" �"�, r�'la�, SooW. l0 Y/Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Cnitec ravel) DEEP OBSERVATION HOLE LOG: Hole# Depth froni Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling .(Structure,Stones;Boulders. Consi ten ° Vail Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X Within 500 year boundary No K Yes Within 100 year flood boundary No X Yes . Depth of Naturally Occurrine 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 �� //1,r (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was.performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature Date 12 h�D r/ Q:\S.EP*nc-,PERCFORM.DOC i Town of Barnstable P# ) T7 9 9 Department of Regulatory Services aNwareeta : Public Health Division Date 200 Main Street,Hyannis MA 02601 lF0 t,N,`l A Date Scheduled Z /i4 Fee Pd:�') Ttme Soil Suitability Assessment for Sewage Disposal Performed By:_S�Ohe_la .�d F Str�'; Witnessed By:_T��Jerttr.� � p4 LOCATION& GENERAL INFORMATIPN Location Address /&_0 Owner's Name 05'owt� - Address C Z� Y�04v)).,v 5•T ps Assessor's Map/Parcel: = 2 , `<f4 Engineer's Name U"jXT'1(,--Y Nve— NEW CONSTRUCTION REPAIR L/ Telephone# Y7 Land Use li?cq 14n Slopes(%) Surface Stones ✓10y1 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) i2 e tz l.e.� c ar IZ s f: ✓l F I"-C dacm S. Parent material(geologic) le-C Iete (. -ttA'to Wfl Depth to Bedrock Depth to Groundwater..Standing Water in Hole: Ah 0d r— 06_5, Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL NIGH 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—_ra AdJ,factor, m� Adj.Groundwater Level R PERCOLATION TEST. Date Thne.�_ Observation Hole# Depth of Perc � Time at 6" .�.-... Start Pre-soak Time @ '.' Time(9"-6") End Pre-soak _ Rate Min./Inch 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 Conset'vation Division at least one(1) week prior to beginning. Q:4SEPTIC\PERCFORM.DOC J -t DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. on i tent %Gravel) 6-111 /a �Sa.P� 40a".1 16 Y.Q. 4/Z C3 �j!>CcO• S�ReP9 /o y� �� ��� r P�LP DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% ray 1 d. fg 4n ScrnG47 t.crciw, I0 �I'l 7 - S'� J�N CP r'/t.ud�r dfr✓P ®® InsF /41A S,"?W to YPZ 711y 1a DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture' Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Cnitee l3ravel) j, DEEP OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil _ Other Surface(in.) (USDA) (Munsell) Mottling (Structure,,Stones;Boulders. Consi e ° Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes X_--- Within 500 year boundary No A, Yes ' Within 100 year flood boundary.No,x_ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Z2s If not,what is the depth of naturally occurring pervious material? -- Certification I certify that on r. 1I1S- (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was.performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. . Signature t : Date i AV D.ri Q;ISEPTICIPERCFORM.DOC E51"C-s F1�l4TA s�`'� ��✓1)J E:t_E�Aty()I-`f- 3 F3�p R�T�f.S S>=t. 5T1c1D4,( �La►�.llSE Ioaza CuO►.� S�Pn�tA►aK A;••, ts'Pos�LOF -Pv-r usE »� &AL. ou t�rr ��> �\y � ��. � ti� Y v�ICTN 1/ GQt1544G'2 STOI,I r �� PiTcR Gs' are WILL IAM s y SULLIVAN `�� A* Pdo..2973.3 •a.o �1 Y E , m�. _ tso sF tt : tio, 19334 9 !��. ,a J�. - `y, ? F .;}� .4 tom' o�pM w 0 ,L E.� Cti4l�•L'm< 60s F 1.p `ra-ra -pv-6t.Er&A FLov.J: 425 ..ExP7 >rtcat,A-rtar� k-i-c 1'vzov IKI zK►u.0zLr.15 a • !-I r'A S u. Z-l4 Z L'E Nl l'�21 1 �'Q 12 1 f� �2.o v toy "s�ts-c�i..,� • , TE.s-r 'a 5u� 4�I f�G �sC: 5� toao 95'1 4- 2 14DZ? C 940 9q (a CtrCa,� r LAC H tN� 9ll,z CERTIFIED pI.a-r T1.AN E L �o CA-t-1 z�N Z�i�c�C-�[t LL S A6 S 8� 'PI-AN �oV.�ATS5Z I . '. 1�iZ.o��s�+� �/� x-ram �. . uY�, 1►.�� � . R l t 1� St-1 �l I. t c�zT1FY`TN��'-r4-{•�,�rx�►_�.�,��,�G� 'sHav�rt,J i 'L;v1 LEd�.ISLS J-{ �Z�Z71�1 Cza1 fit--Yf W n-A T1-4� S j ANTS 5 T'�l K -fi lt';E tY4>✓tyTS ZPF 7AA E -r�vS/�.l z�r �A�t:►5 _� ;N Q-0 IS IA0-7• _AT�L IGP. c,r> �I L_Z7GAT W 1T14IQ `r HE. -F'11�Z7I?r�L. ,i K1..., TH 15 R,�AI i5 NET 31,5tp DNAN 1N S`TRUMl;NT SuKvCY AND•T HE 0FF5ET5 5t•Iovyn� SNALiL'D 1goT 13 E 115 Ep TZ: E!5TXT3 L_1 S H L.z>T L 1.ME:S. _THE COMMONWEALTH OF MASSACHUSETTS B ARD OF &HA H s i !� �� 1z�.._...... E �J Permissios hereby granted.......• ! . -•_.....•-----•--•--•••-•--••-•--•••.._..---•------••••--•-••-•----••.........---•.........••............••--_-•. to Constru o air ( n. -,��lua wage Dis osal item _..-_-___ ..................... T1 -�� _r/� .S ......... treet !'+ as shown on the application for Disposal Works Construction Permit N ated...._ 9 ... ...- ;=` B ................. t`? �f Health . DATE. ... oard o FORM 1255 HOBBS &.WARREN, INC., PUBLISHERS D TOWN OF.BARNSTABLE LOCATION n �jfa�S SEWAGE VILLAGE � �°�rl ��e ASSESSOR'S MAP LOT, ' ^ INSTALLER'S NAME & PHONE NO. A ` SEPTIC TANK CAPACITY �Z)' LEACHING FACILITY:(type) ©Q 0 (size) 00 �-- NO. OF BEDROOMS PRIVA E WELL OR PUBLIC WATE BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �—� 4 j `� �� ` �+». L !' rJ "� /� �y _. �`_• I..s � � ' �� 4 r l Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form•- Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 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. Important: A. General Information When filling out forms on the computer,use 1. Inspector: S only the tab key {{{ to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name 189 Cammett Road Company Address Marstons Mills MA 02648 City[rown State Zip Code 508-428-1779 SI 12855 Telephone Number License Number LU O, B. Certification h f G= I certify that I have personally inspected the sewage disposal system at this address and that the c c» information reported below is true, accurate and complete as of the time of the inspection. The inspection I was parfqJrmed based on my training and experience in the proper function and maintenance of on site . sewageedisposal 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 ® Fails ❑ Needs Further EvaluatijtheI Approving Authority September 22, 2009 In ector's Signature Date 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. ****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. 0 09-222 Noonan.cloc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 15 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Cityfrown 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. Answer yes, no or not determined (Y, N, 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 break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 09-222 Noonan.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts _ Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is Osterville MA 02655 September 22, 2009 required for P every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑. distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet'of a,bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 09-222 Noonan.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.):'. ❑ 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 ® El clogged 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_day flow ❑ .® 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. 09-222 Noonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is p required for Osterville MA 02655 September 22 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® 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 ofa 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 iri 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. 09-222 Noonan.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 5 of 15 Commonwealth of Massachusetts p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ..•'" 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Cityrrown State Zip Code Date of Inspection x 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)] 09-222 Noonan.doc-08/06 Tine 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Citylrown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 1 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 years usage (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: Currently Occupied. 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: Last date of occupancy/use: Date Other(describe): 09-222 Noonan.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None 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) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: Compliance date: 6/8/89 Were sewage odors detected when arriving at the site? ❑ Yes ® No 09-222 Noonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 i Commonwealth of Massachusetts s Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is p required for Osterville MA 02655 September 22,.2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information` (cont.) Building Sewer(locate on site plan): • 1, Depth below grade: 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.): Septic Tank(locate on site plan): 6" Depth below grade: feet Material of construction: ® concrete ❑ metal R ❑ 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: 8.5' long x 5.2'wide 1000 gal. Sludge depth: 8" Distance from top of sludge to bottom of outlet tee or baffle 2211 ' 511 Scum thickness Distance from top of scum to top of outlet tee or baffle over Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Measured 09-222 Wonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osery p tille MA 02655 September 22 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.): Solids and liquid level in tank was found at top of structure, system is in hydraulic failure. 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 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): 09-222 Noonan.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is p required for Osterville MA 02655 September 22 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank(cont.)' 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 Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Full to top 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.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 09-222 Noonan.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 Commonwealth of Massachusetts M Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is required for Osterville MA 02655 September 22, 2009 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 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 located, explain why: Type: ® leaching pits number: One 6x6 pit. ❑ leaching chambers number: ❑ 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.): Pit full to top. 09-222 Noonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 Commonwealth of Massachusetts . W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is p required for Osterville MA 02655 September 22 2009 every page. City/Town State . Zip Code Date of Inspection D. System Information (cont.) 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 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.): 09-222 Noonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System"Page 13 of 15 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is Osterville MA 02655 _ September 22, 2009 required for State Zip Code Date of Inspection every page. City/Town D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all.wells within 100 feet. Locate where public water supply enters the building. 31 51 1 g 17 33 I`I\I\/, \/\r,f\ 1/\/,/\/,/,J\r\/, I �J J, \/, \ r/\,rI\ % J I J J ♦ / r J J / ♦ J / / / IN/`/`/,/%/\/,/\/`/\Jr/,/,/`/'/t/\/,r%,JrJ%,/%1I\I` % / \ \ / / r I / J J / / / / I / / / / J / / J / / r J / % % % % % \ \ \ \ \ r \ \ \ \ , , \ , \ \ \ \ \ \ \ , \ \ , \ , , \ \ J I r / / / / ♦ I / / r J ! / / r / J / / / / / / J / / / r \ \ r , \ , , \ , , , \ \ \ , , \IN \IN Water Service Robbins Street ® Commonwealth of Massachusetts w . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 160 Robbins Street Property Address Sara Noonan Owner Owner's Name information is p required for Osterville MA 02655 September 22 2009 every page. Cityrrown State, Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: N/A feet Please indicate all methods used to determine the high groundwater elevation: ❑ Obtained from system design plans on record - If checked, date of design plan reviewed: 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 high ground water elevation: 09-222 Noonan.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 15 of 15 a01 ' IA z No. - Fins...... ............. THE COMMONWEALTH OF MASSACHUSETTS q_ BOAR® OF HEALTH IP-W-IA................OF.... �Zf�IS' Lr�-----------._.........--•------- Applir a#uan for Da-sp.aii al Work,i Towitrurttun Permit Application is hereby made for a Permit to Construct (k) or Repair ( ) an Individual Sewage Disposal S s ern at S c�z ? ��11 Ll,� �� ...... �. ..................... ..!... NAcation- ddr or Lot.No. Owner Address a -----------------fir- ._ -....--------•-----•--.......-------._._............-----..... .......--•-------------.-.-- Instal ler Address Type of Building Size Lot_j_-.... ..._...•.••...Sq. f et U Dwelling—No. of Bedrooms......Z..................................Expansion Attic (A � �� Garbage Grinder (' aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------•-----------•-----------------------------.••-_..... W Design Flow................ ...................gallons per person per day. Total daily flow---------703 .....................p1lons. WSeptic Tank—Liquid'capacity_k allons Length__q�>.V'.(6. WidthA::71_0. Diameter................ Depth. _.. x Disposal Trench—No.---_-.----•--_--- Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No._...__.-_I.......... Diameter....... ........ Depth below inlet...... Total leaching area_.';��.sq. ft. z Other Distribution box (Y(-R6 Dosin tank (140 Percolation Test Results Performed by _9C ... _ 64am.......... Date_.._ -------------- aa Test Pit No. 1..4Z%-----minutes per inch Depth of Test Pit----- ... _._. Depth to ground water. _.Ql=_E:;lLC1c;KQMW Test Pit No. 2..A::�Z.....minutes per inch Depth of Test Pit....10.......... Depth to ground water_-_tt_____________ -------------- --- ._ ---_.._..... = O Description of Soil.-0..�.....o�v'^ c���C>SOt L. 2_-...O___�l-�Y�tt.1 .....1....P------�/��11�-------------------------------- x U ---•---••-•-•-•---•----•---••------------------•---••-•-----•---------............................................................................. .................................................. W ••-•------------------------------------•--•----•-••-----------••---•••--•-•----......•-•-••••••••••---•--••••-•-------------------.._..---.......••-•--•----••--•••-••--------••-•-•••------...... e. .... U Nature of Repairs or Alterations—Answer when applicabl •______________________________________________________________________________________________ ----------------------------•-------•-----••----•---------------------------------------•-•------------------••-------------.......--------------------•------------•---- .............................. 1 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTIE i of the State Sanitary Code— The undersigned further agrees not to place the system in P P -• Y�- -•- -- health. operation until a Certificate o Compliance has been issued b the boa h k r Signed.... • . --•••--•-•••--•.--•- O Date Application Approved By_ ,. "Date Application Disapproved for the following yeas s:................................................................................................................ ..............................................................................-----------•---••--••----••-----•---------•••.... -•----------------------------••----......................... Date PermitNo... •-•---. Issued....................................................... --- ilsu o LOT' 1456 Z, No....l f..-V--------- Fmc THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................0 F...-.................. ..... ............................................................ Xpli trattnn for Bt-spniia1 Work.5 Tumitrurtuan ramit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: _ t o }, _t.. .. .....J.t ...�'.='.{��.. 1t..t.L_ ..._..--•-----------•-----•�--�.--•-� -•-•---------------------------------•---- \� v 1 f gCa.o'Ji- dr or Lot No. ..........�0...... _LS�!L.a1.. .............•--•---•-----......-- •--.......-----------------._...__._...----•-••------------•----------•-----------^----------•--- ... �•ey- Owner ..........................•----•-•••-•----•.Address Installer Address `� � Q Type of Building Size Lot____1_______l_______i ----------Sq. feet U Dwelling—No. of Bedrooms._.___................._...............Expansion Attic (��(�i Garbage Grinder ( yj Other—Type e of Building No. of ersons____________________________ Showers C4. YP g ---------------•--•--------- P ( ) — Cafeteria ( ) Q' Other fixtures .................................. W Design Flow................. ......... ......gallons per person per day. Total daily flow_________�2_ a____.____._.___._._..p1lons. WSeptic Tank—Liquid capacity___: y allons Length___6'.G Width__:._':_-�Diameter________________ Depth._S__`�I- x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit NO...........!--------- Diameter-______2.______ Depth below inlet.......6:>z________ Total leaching area... =�_'_sq. ft. Z Other Distribution box (Y� Dosing tank1i Percolation Test Results Performed by-_.Tx� : -:._..1V.` . _ _��.._._..... __ f ' � - ..----• ---="--- ,� Test Pit No. 1....s�cm.....minutes per inch Depth of Test Pit..... Depth to ground water_. I ems._ .-I_C.OtU ,. Li, Test Pit No. ____.minutes per inch Depth of Test Pit....1.0.......... Depth to ground water.----_4______________t- R; O Description of Soil---Q.- -Z----1'c?1ak�\ 4 �v3s01 1r 2— 1 O Ct,I-J- W INAC_O SA{ _X)7-------------------------------- .....---- U -••---------•------------------•-------------•-----------------•-.._.----•--•-•----._.._......---------•-••----•---•--------------•---••--••--•------•----•-•••-•••-----•---------••--•---------------- W ---------------------------•-----------------------------.._------------------...------...--------------•----------------------------------------------................................................ U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with f•1T 11e•-� LE the provisions of ;T; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has teen issued by the board of health. Signed---- . -•--. _`. _.._ ----------------••- Date Application Approved By_ ..................... p._.._ Date Application Disapproved for the following real s-................................................................................................................ ----------.-•------------------------•--•-•------..._`__..................----------•--•--••.....---------------------------------••------•----------••-••-------_._..----------------•--------••--- Date Permit No..- = `:-....--- .............. Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS /..D(�i/ OFR.. , . ... ..HEA. .l..:_. .J. ...�� Trrtiftratr of Tompltanrp THI I T C TIFY T�} tie Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--- �. _ --..__..._�� ��f. / �,,�rn-staller/��+ has been installed in accordance with the provisions of Y 5 of T,,ye t to Sanitary G as i in the application for Disposal Works Construction Permit No... ___ �_.__.Y �__. dated_-. _____________ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...............•----•--•----•--E� ...... .................. Inspector........................ -.................................................... THE COMMONWEALTH OF MASSACHUSETTS B ARD ®FZHVA �H ,� No... ��.... FEE...,.. ......... lampollV�A r wiantrnrttlan amtt Permissio s hereby granted....... ____ _ __ ___ to Constru o� air ( j�n • luuaat No.. . wage D�is osal stem rl10 Street (-+ j �y as shown on the application for Disposal Works Construction Permit N _�", , ated....` /Lf__._o..�_____________ •.................•-•••-•--•--• ... - ---------------•-----•---------•----------------- Board of Health i DATE. ........7 --- j ��------------------------- 1 ` FORM 1255 HOBBS/N WARREN, INC., PUBLISHERS �✓INE��E 1- aM)L`�- 3�3ED�AZ+1.5 Sct SHCc'T 20F2 �LA N-k 115E 1 oaza Grp,�Loe.�S�Qtt�t a►aK � OF��y 5 71sY0sP,L"PrT use toc>,t> GALl..0tA7rrER PiTt WIl:L1AM �o SULLPIAN C.. �, fdo.297s3 o M Y E Aux r mo sTr 1433 A L'k�acm(_Aso sF C?.s = 37 S UM �'OT4L -R IcS t crkt FLo v.J i 425 ..fly ; 'TOTAL.. "DhILx ��ow 330 Er'PR.,._ -'T ZMx.,1A.TIDNTlkTG 1'"V2t14 t►J 2M1►.I.AQ�.s55 F I�faCO �T�2.tr C�I A TEST NOLE. g,2635 9 I +- ., A.0 (� ;�. . Top c F FNI? a., Sug q"��G 5c G TUD o 95 O Z gq.a a INS/ IN v U GH a INS/ 3gTo)LlA R C ERTIF'1 EDrap y>s s-Iz�u� — aa,C) LoT 6-9 s s-r M • G EL, 1-�C.AT I a N: 8� P1.,.AK R>=F.�.R�NcG U"a Cep , �,, 1&Z6 t�1o�lazscL 12��I s►ERt� �Aµ-a su��l�z�5 I GEt:T►FY Tl-lAT'T4.4E�oc��..I_Ua;�o� SH�wt.! wMA T>-M 5t=1=I-1ra ��vt I�►�> Qs j ANC S�.T'�r�GK 'f�iEL�ClIPEt�4�tyT'S �'1=-T#•lE' Z?sT1��1i-�.�.""•- �hSS . -r'ovS/t.! z�r �A>zU,S�Rgt_t A1.1-0 1S I�C�T. 1�T�1_ICAt�IT: `saw !._z>CA T41 U T'i-I E 'F i aDi7p Lht Kl TVi IS R,fd 15 ry UT n 5 R o N A N INSTRUMENT SuRvEY. AND 1 HE 0EF�SET5 5H01yN SNAULU 1�47' t3E USEq TZ) ESrM31.:ISH Lz;rT L)NES. 2 1 1v11�P i 4 Z I-oT I A 8 _�_ •5� 15 1-nTfo� � ki f9 k 1' ' f 5 cPT3 C, _ 97-I Q y�q 1rj 00 . ..._._...._._..__ 3 _ W.IT 2, ,f L,tER t� ULLIVIIl 79733 vim, I Lz�T 11..6.E TOWN OF BARNSTABLE LOCATION y n�`�/h S SEWAGE VILLAGE ff [) ;/ ASSESSOR'S MAP & LOT , �y l� `7�.� Y INSTALLER'S NAME & PHONE NO. ,4 40K �EPTIC TANK CAPACITY / 1LEACHING FACILITY:(type) 00 (size) o? � tp �--- NO. OF BEDROOMS _PRIVA E WELL OR PUBLIC WATE BUILDER OR OWNER d1 r DATE PERMIT ISSUED: ' ,, -� 17 � DATE , COMPLIANCE ISSUED; VARIANCE GRANTED: Yes No Cw i'� APPLICATION FOR PERCULATIUN Tr 0'1' tjivL vD0J;#L%VJ,.L.LW. LOCATIONLot 69- Robins ST NO.� _ VILLAG DATES APPLICANT�J��n Sh i e 1 FEE 75 .00 ADDRESg2-1 E Bay Road - OST ' TELEPHONE NO. (Non-refundabl ENGINEER Baxter&Nye Inc /Pe er Su 1 1 i van TELEPHONE N0428=9131 DATE 'SCHEDULEDAUG 26 at 10 : 00 'a.m. (Applicant' s signature) - � • . • • • • • e e e e e • e • e e e • e • e e • • • e • e • e • • • • • • • v e • • • • • • • • • •.• • • e I• • • • • • • • e • e • • • • • • e • • • . ASSESSOR'S MAP Gz LOT NU: SOIL .LOG MAP 142 PCL 148 p SUB-DIVISION NAME " DATE �j ` �`� O TIME f EXPANSION' AREA: YESN0 y h 1��-- ENGINEER.'?�' I+ TOWN WATER.,X PRIVATE WELL ��7.a►��.,1 l KA C BOARD OF HEAI EXCAVATOR SKETCH: (Street name, etc. ,dimensions of lot, exact. location of test holes and percolation tests , locate wetlands in proximity to test holes.) NOTES : :,i.. TP-i IS l..c,T�y r � A .�- Csy`, �\9 iwn►K 97.1 10 U W..� '+ PERCOLATION RATE: L-�•�n•1•� �E`2 �� G�� • TEST HOLE NO: (�-� ( ELEVATION_: TEST HOLE NO: 2 ELEVATION: 1 Lo/&.wLA,GQasotL 1 l.o/kvwt SvfbSGiC . 2 2 L 3 3 b . 4 ��� F4 4; - Z- cam--4 E0 ' S 5 7. , 9 9 - 10 10 • 11 11 12o i2o.�l..�i�i� 1� 13 3 14 14 15 15 16 16 SUITABLE FOR SUB-SURFACE SEWAGE: LEACHING FIELDS LEACHING PITS LEACHING TREN.CHEb*v�_ :UNSUITABLE FOR SUB-SURFACE SEWAGE. REASONS: NOTE: ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED -ON PERC TEST APPLICATION ORIGINAL: COMPLETED IN ENTIRETY B; P . E. AN RETURNED TO BOARD OF HEALTH COPY: RETAINED BY APPLICANT c - F �. ' ^.r✓=* �. e• "42: '-`I y% - I.ONST-RUCTION NOTES, smu co swu ACCORDANCE9E INSTALLED IN ACCORDANCE TITLE r OF me STATE wmARr CODE wo A. l n. Of NOTES 20D8.AS AMENDED THROUGH THE DATE THIS PLAN. NE N.d A LOCAL RULES R IMU706 APPLICABLE - 1)THE DlIOTT OF THIS PLAN S TO PROVIDE A SEPTIC SYSTEM REPAIR OE9Li1: . WZ My CHANGE TO TINDUT WRITTEN PPotR�BYBE THE APPROVED NWONG B/THE ENCRFflL ELEVATION D6CFW710I1 WSf NOT BE CIMNCED At IDCl6. w / )LO=AREA IS COMPRISED OF 1 THE CONTRACTOR SHW.NOERY THE DESIM DZINEER AT LEAST 48 HOURS PRIOR TO THE CdYNNCELOR OF CONSTRUCTION. LOT 6 ASSESSORS MAP 142 P 1636E-J. •PARCEL 748 I.VD COVATPIAN .. 4.WH N CONSTRUCTION IS COMPLETED.PRIOR 70 SACIOIWNG.NOTIFY THE 601RD OF WAIN AGENT AND OEM ENG M MR . ISPECIION.NOIIFI'OFSCN F](iNFFR Ai Lav TIN NIOUIS PRIdt TO nSPEC7IOM. CO7TIEIDATE OF TIRE 119742 i ALL SANITARY DISPOSAL SYSTEM PIPING ID BE 4'Sf]ED 10 PAC UNLESS OTHERWISE NOTED IRA@L OWNER,S1PN1 L NDOWN .D N� U5�O � � ANIM OF s•SURROUNOa THE LEAD" _ .. TEAANREP *TIN SAD 310 CUR 1.2ronE ELEVATION THE SAS. OSTQNRIE M4 0205. :o 7.a51AATE ALL PIPES AGWIST FREEZING AS RLDLORED WHEN LESS THAN J OF CN'ETt ) - SS a THE SEPTIC SYSTEM DMON DOM NOT INCLUDE GARBAGE GRINDER DISPOONS - ]. VERTICAL WNL RASED ON BWMTABLE CE INFORMATION! - cam.•' 1 M1111-4111 11 Y 9.rAm)k THE LIOHIRA=SHAFT.CON ACT DIG E(ATNSfRIKp COTRAND UI ITY C POPANIES TO LOCATE iT THE EXACT L D TT7 0 ZONING WWA710Nurnrt:z AT IusT n EnuRs RETORE T E$TAINT.\ 20NaRG D6TTOCT OrEWAY: 117110E MISS Muv PROhiT ZOC °+ifs� �� .:=© .->-4a� ,!J' - !i _ / ; � � -uNxRcmurm umma uE saIETE a.w APPRmmAVE ar Rear.wr xgT eE L�Rm lD Tra6E sNa1W NuxEaE,vm EMic TO vuwmt ESIuuEEs t eDr BEEN RDEPOmOrnr vEmTED En LIE L1MlER OR ns RD'�01Ot7Ai TEE EXJHfRA<fM ACRRS ro 6E nALr • .. !' ' 6 ' /; !' RESP0NSt8LE TOR ANi AND.W.DAYM.FS IOOd1 IaCEET BE E7CGlLOMED B!LIE CONRtACEOR's FMURE 70 LOCATE THE UTIITES LOCUS MAP Scale: 1"= 1000'' ? tat/Las % ` " ExACILL F E3rnnXa MORWT OI OFFERS TROY Pl w xFOwuTIOH tHE toNrRALTaR sHAu NDrxr LIE ONfiHEFR EO EDAIEI/ 1)T TREE SDRCHECESS4 HAS NOTTIME BEEN SEA CEAICIEED Tm FO SINE F aTnIREn i, l FOR po55Rt¢RFDESTCII.AT atom cRossoNcS.VEIDfY N FE)D TIE tOCAtION/a1f7.T5 aF nFCIRIa CIS.7nEPINOEE d ro ff NECEs$ARI:A 71IIE SEARCH s1LAu ff POEODED Of OHM / - pALI/CC4W AND RELOCATE F CONiUCIDD w7111 PROPOSED R14RIS VEIN THE ENOxEDiS DXEC110H THE CONDACTOR SHH4L `\ N/F r / ) PRESFRHE ALL,UNDERCROLRD URRIES AS REWXED. Q)LIE PROPERTY IFIE RxLYE111701/9Qa 7fIdOl1.a[OIFXID FROM CUWENT ANOABLE . jJ1 CAROLYN E" j RECORD IECMAlION 0O657NG OF INNS AND DOIIS . l- / ! A i 1 1ST Elastmc SmEY EIEW11O75'METE ASSWED FROM THE oRIGCEAt PROPOSED nESGN RAN DA1FD 9j7/I9aa THE 1'FNTXA. T•� ng j T 142/147 j AMSTMEM FIgME LIE NOTED PLAN IS MrX WTELr-57 FEET. CWRACEOR$HALL VERIFY ALL DMI N90N5 AND .Ar - IN THE nam 7J THE WE IAP h$• /. _ N/F EXSIRIG ELEVATIONS HOOD cmwrAN Pe61AAlL'F DEEMS Tits AREA As LOIE C. .. i� - JEANNE F. BARRY a), .. _ .! 7 j - •9IE 6 NOT RR0/A SWE MR701FD ZONE 16RdxO[4Fx PEQARCE PIMIRLTKN AREA - 1 ... _ -' � g,) Lmm MFTMWl10N_c,ww4l NFIEM' ... . THE LXINIRACTOR.SHALL CONTACT DIG SAFE UT 7-.9-Or AND UMY COMPANIES TD ! I ! ! r ' •/ - - LOCATE NL DWM UOD.S AT LEAST n NOES PM TO THE SEAR OF CO S7RUCTIO/BE - SOL'.LOGS ( 1} LOCATION, f / � -.. - _ - --^ - - 94 AN A%mM W NnTa LWEm-DIMM s HERON AND WE r BARNSTABLE \\ �/ RWNa7ED BASED ON THE AVAILABLE UM"RMROS NOTED EEREOL DE CONTRACTOR AGREES . , L T42ARGEL ' r j - ;1 TO NE M Y RESP46Hf FOR AN!.VD ALL ONNM IMGI MIT BE OCCASIONED Ex THE SOIL EVALUATOR: BOARD OF HEALTH AGENT: X' - / Q! t 4 i mNTRAMRS EN LIRE ro LOCATE SAID MRisRUCIU E AND UHU E$DWU F FIELD SIEVE WILSON, P.E. THOMAS McKEAN i ! ;' '. 15.1 LOT Q9FT. f // , i/a. ,;.. ID, 1i i " o.3s A s t / i� I LEACHING AREA REQUIREMENTS awa�a mR P FROM SIBL FtAx���wN RAc oR SHALL HT1Fr��� TEST PIT 1 TEST PR 2 AREDATOr FOR POSSIBLE m Escx h. aar f t / / T4.r I ( i - i .. El• G.S.E = 39:8. 0• G.S.E. = 39.5 '. y . 1 J -. ' L �- ---� / (REPAIR) - •SFPLIO Sr51E11 LOCATION 6 APPROXEWE PER 1111E 5 INSPECTION! 02 NITROGEN LOADING LIMITATION: NIA REPAIR WP WED 05/0/S9 BY SALT LEM CONTRACTOR TO VERVY a FEED 27 g ? $ l 1 i _ F ) THE AC1WL LOCATION OF UNDERGROUND COIFONENM- AP:IDYR 4/2:SANDY LOAN. AID:IOYR 4/2:SANDY LOAFS' ! 5-:0 �''qq _ 4• ELLY 39.5 6'(ELEV 39.0 !/ ,/f , � f / m F E" i j - t ..- •wAIER SERVICE SHOWN ON tEM PLAN WAS TMGFE FROM 1E uAm 0-1rosH-0 V. !, Dec". o%H� _ �i/ s RESIDENTIAL 3 BEDROOMS PRONGED HA FAX FROM THE CENTERVIL E-OSIFRYElE-ANRSTDIS NOES WATER DEfAR1YFM. . B:.TOM 5/3;WADY LOAM, B; 10YR 5/3':.S SANDY LOAM �' iu f - / / - `} i x 170 GPD/BEDROOM - IT60 1_ ' UP P 1421` 9 - - 14'(ELEV 36.6) _ 18'(ELEV 38.0) - 7,h f �oi Z i `r f N/F 't TOTAL DESIGN FLOW 330 GPO _ _ - . -ASSUMED DOS71Nc .. =` - t, GARBAGE GRINDER(NOT INCLUDED)�=N/A.... . - CT::tOYR.5/6:APED.SAND CI: IOYR 6/4;.MED.SAND - !, TOP atWo NDAnoH ONr, A,ME•j In >e L.F.4'PVC s is MAMRICEiF'ACK I TR.UA M. 1 t PERC RATE- 55. MTN IN (CUSS t) - - - 36•(E1.EV 36.6) 56•(ELEV 34.8)- - I (RELATES To INITIAL / / / / 1-J LIAR=0.74 GPD/S.F. - - DFSI(xN .OF 9fl0) XW LOCAPON - MIN LFd['HMC AREA-OF c A c REOLIERED '� i SEPTIC CO.MPON Ts - 1GPO/S.F. ". - .. r RE 0.74 i ! 330 GPD446 S.F.MIN. ' C2: 10YR 6/4:APED.SAND l7: IOYR-�7/4:APED.SAND - .. - ••//r / f t _ _ PHOP45ElZS�: . /- I ER IDF_ BD OR T w -BI00 FtT15 78 (ELEV 35.3) 432 (ELEV 28.5) .�/�_ � - - - WITH ADS OF STONE ON SIDE.2.4•OF STONE A7ENDS N C3: IOYR 7/4:APED.SAND v - f' .\. - SIDEWALL AREA:(30'.+ 1072 x 2•DEPTH= 160 SF _ /� f. _ _ Et m»Tnu AREA• (30•, 101 300 SF - 132'(ELEV 2B.8) - - - //K 1t52TT7' _}. _ -- TOTAL EFFECTIVE LEACHING AREA= =460 SF :_ (" 84'42•ZO• SYSTEM DESIGN CAPACITY=460 SF x 0.74 GPD/SF-340 GPD r r ,. SE111C TANK SOJNC:330 GPD x 2�z= GALL / F LNSF FYIsnuE`1000 GALLON TANK - NO WATER TO 132•(ELEV 19.5) NO WATER i0 132"(ELEV ZQS) n 142/105 N \Lt - .. - - RANDY&S)IZANNE GLASER -MARY R. JAROS00 C73 I CERTIFY THAT IN APRIL OF 1995,1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION �' ' 1. - - - : - .f G"^• . nj APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE I `. -. LAY ' - /- - - SITE LOGTgtt. - """' .-i 'ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, �� - -ExPERTSE AND DWERIENCE DESCRIBED IN 310 CUR 15.017 - .. _ _ .160 ROBBINS STREET - - : SIGNATURE DATE Osterville,MA 02655 PREPARED-FOR to 24' 2.44 77 In 3/4'-1 5 WASHED STONE 3 6 _ _ Sara Noonan . 0 Robbins Street 10.0' .','- 2.6' 4 CHAMBERS Osterville,MA.,02655 C3 TITLE rq PROPOSED SEPTIC REPAIR PLAN 30` - '. FINISHED GRADE w au Op.4EO ABBMTION SYSTEM WITH CHAFES _. P7 \G.FlE �..,, - - J6'NVAx.-9TMIN. �f��f��/C04PACTED LL\�j��j�� BAXTER NYE ENGINEERING&SURV EYING NO TYPICAL SYSTEM PROFILE 1 TOP of CHAMBER Registered Professional Engineers and Land Surveyors . � 2'LAYER DOUBLE WASHED 1 .. ....._..... -...... .... � CL 1/0T TO SCALE .. - _ - STONE 1/8-TO 1/2• PIPE INVERT, 78 IQO[th SI[eet-3Ed F100r,Hyannis,Massachusetts 02601 w NOTES; En - 1.SEPNC SYSTEM'DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL - ooueTE 1-1/2WASHE EFFECTIVE Phone-(508)771-7502. Fax-(508)771-7622. STONE - DEPTH _ CD �t romtR�s S-L M W TONor DME diO�VM.. - '/D67ED CRADE OVER IEiAC10ED I I - N LSTMOED DOSiRIO CHAR (NOR 0.BOx.]93 . ,. .. .:. TRENCH=393 F-3.6' 2B' 3.6•-'Y .. - 20' 0 ZO' 40'. O CDMPICRD FELL ISMLL ONE RESPECDOH PONT a . . SECTION .SCALE IN FEET ( )C_ ACOORWNR NOT TO SCALE 1•=20'- a - RECOMWENOOTIONS 38 LF-4•SCH 40 FVC Os-I.OX Y LAYER,/01� t°m>0o PLASTIC LEACHING CHAMBER DETAIL o - 4-MCDTUSER 160080 OR TEAK) J - fxsf r DD !E`AL) - uweER TOP 00U���sTorE LEACHOn CHUME S - - ADS-BIODIFFUSER 16008D (OR EQUAL) - - Mr 4'$Oil 40 PC ElEY+S7 0 i - . . (000RACN m IeAl1p - IHAYBER ory rE-�ga _ P DATE. 12-09-2009 - - SUIP. LAYU LENGTH 76• PER UNIT ., O DA � IkD ^ � 3 4•ro f-1 DOu[AE 17 BHY - ! OHE - - I SAw 2/14/09 ADO TEST PDS/REVGE OBSERVED,CIDIRDAITER p E7(�TNO LOOOQAI I DN {•J,ICART1FMt KUTM TANK OOSTNO d5,}iBIJT,DN BOX _ 7tEVII - BEWigI C�1. . �_Q - ,S.�Im+ - .�/- N0. BY DATE REMARKS. - O Ln NO GROUNDWATER OBSE7iVEp 0 ELEV 0 �.� S AL RAWN Mi1A DESIGNED[FY-$DM CH KFD MWE - DRAWING,LUMBER ane a11enRP710N SYSTEM(SASH LFaCHP10 CF♦_AMRcv 0:\2009\2009-056\CML\PLOT\2009-O56-SEP.dwg O Ln mPICAU IOg 2009-056 • F _ 46'-0- NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS SEPTIC &DIMENSIONS IN THE FIELD LINE 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD WITH OWNER 3.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE SHELVES 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS O° STATE BUILDING CODE,9TH EDITION AMENDEMENT&IRC2015 3'0"DOOR 5.) 110 MPH EXPOSURE B WIND ZONE w BATH GAMEROOM UP 6.) FOLLOW ALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY EFFICIENCY REQUIREMENTS&VERIFY ALL DETAILS WITH THE INSULATION STORAGE O INSTALLER/CONTRACTOR. $ 7.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE 1.$ DURING FRAMING CONSTRUCTION T-0" IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS SHELVES I I - CLIMATE ZONE 5(USE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION TABLE 402.1.2(MINIMUM PRESCRIPTIVE INSULATION&FENESTRATION REQUIREMENTS) FENESTRATION SKYLIGHT CEILING WOOD FRAMED WALL FLOOR BASEMENT WALL BASEMEN SLA9 CRAWL SPACE W O /'� 2'6"DOOR UFACTOR UiACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE O CLOS. 0,W MASS. 0.55 0.9 W.,13.5 30 15N8 10(°FT.CEEP) MS A— so 4 NOTES: - EXIST. BASEMENT 1.R-VALUES ARE MINIMUMS&U-FACTORS ARE MAXIMUMS. WINDOW 2.15/19 MEANS R=15 CONTINUOUS INSULATED SHEATHING ON THE INTERIOR OR EXTERIOR RE-BUILT n —— OF THE HOME OR R=19INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 3.REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS UTILITY N __ CRAFT 4.13.5 MEANS R5 CONTINUOUS INSULATED SHEATHING ON THE WALL EXTERIOR TV ROOM — ROOM &R13 CAVITY INSULATION 4 0 © L9 2'6"DOOR 12'd" Z PANELELECT O _3,0__ UP UP 76"DOOR 7-0" NOTES: 1)20151ECC REQUIRES A BASEMENT WALL R-VALUEOFI5/19.THIS MEANS EITHER R15 CONTINUOUS INSULATION ON EITHER THE 12'-0" 38'-0' INTERIOR OR EXTERIOR OF THE FOUNDATION,OR R19 CAVITY INSULATION(.e.BATTS),ON THE INTERIOR OF THE WALL. ALTERNATIVELY(SHOWN),•15/19•MAY BE MET WITH A CONTINUOUS LAYER OF IRS INSULATION ON THE INTERIOR OR EXTERIOR OF THE FOUNDATION AND R13 CAVITY(BATT)INSULATION MAY BE INSTALLED. 2)GC SHALL DETERMINE LOCATION AND TYPE OF AIR&VAPOR I BARRIERS TO INTEGRATE WITH THE REST OF THE STRUCTURE AS BASEMENT PLAN REQUIRED BY THE SCOPE OF THE WORK. 2K4 KID STUDS @ 16"o.c. LEGEND: R-13 UNFACED BATT INSULATION .4 1"RIDGID FOAM INSULATION(R-5 nun. EXISTING WALLS ATTACHED TO FOUNDATION w/ ADHESIVE CONSTRUCTION TO BE REMOVED Yz"M.R.DRYWALL DT BLUEBOARD ® NEW CONSTRUCTION a )5•AIR SPACE Y.•BEAD OF BUTYL OR SILICONE SMOKE DETECTOR SEALANT AT SLAB EDGE Q CARBON MONOXIDE DETECTOR PT 20 BOTTOM PLATE WHERE IN CONTACT WITH CONCRETE s . e . (DDETAIL FOR BASEMENT FINISHING THE DESIGNERWNGHALL BE NOTIFIED IF ANY NEW REMODELING FOR: SCALE : DRAWING NO. COTUIT BAY DESIGN, LLC ERRORSORON.THENSAREFOUND ON THESE DRAWINGS PRIOR TO BTART OF W LCON BE RESPONSIBLE ON SIBLE FORTH COMMCTOR 1/4" — 1'-0" 43 BREWSTER ROAD W THESE DSPONGSI FOR CONTENT C THESEDRAWINGSIF CONSTRUCTION MASHPEE MA. 02649 THSEDAWNG ARESOJT OELYIFORNG IE pAOLILLO RESIDENCE Al DESIGNER OF ANY ERRORS OR OMISSIONS. PH. (508 274-1166 OFTEDM ERNOTED.ANYOTHERUSEOF DATE THESE THE OWNER NOTED.ANY OTHER USE OF AAICTTSOF�WINGSREOUIRESTHEWRITTEN �60 ROBBINS STREET OSTERVILLE, MA FAX (50 ) 539-9402 CONSENT OF THE DESIGNER UNDERTME 3/8/2018 ARCHITECTURAL COPYRIGHT PROTECTION 4 S'/_/_• MERAL NOTES : •r I. ALL SYSTEM COMPONENiS SHALL BE INSTALLED IN ACCORDANCE NRIH TITLE V OF THE STATE SANITARY DOGE DATED APRIL 21, CI V� ) �► 2006. AS AMENDED iHROUGH THE DATE OF THIS PLAN, O ANY LOCAL RULES & REGULATiONS APPLICABLE �, 6 � �„_,,,,,.,_,., •� • � . � 1) THE NW OF 11#S PLAN IS in PROMA SEPTiC SYSTEM REPAIR OE5K1N •' � _r �J •„pl O WITHOUT WRITTENWRITTEN70 THIS PRIOR APPROVAL ��PLAN MUST SIN WRITING BY THE BrC01EER ELEVATION INFORMATION MUST NOT BE CHANGED AT LOCUS R Micah ; o • i ��! a 'p 3. THE CONTRACTOR SHALL NOW THE OEM BMW AT LEAST 48 HOURS PRIOR TO THE OF �. � rVl�i t� •a � •/1 ''� 2.) LOfX1S AREA f5 COMPRISED OF tiip o �'' 4. WHEN CONS RUCTION IN COMPLETED, PRIOR TO BAi:KFLUK NOTIFY THE BOARD OF HEALTH AGENT MID DESIGN ENf;INNEER FOR LOT 69 A.SSE590R'S MAP 142 PARCEL 148 N LAND LOUR PLAN 18366-1 • Q N�SPECTION. U07 FY DESIGN ENGINEER AT LEAST 24 HOURS PRIOR TO I�lSPECTION. 9 ZIP CERTIFICATE OF 11TLE 119142 N' ,1 •' d • 5. ALL SAHNFARY olsPosAl. SYSTEM PIPING m BE 4' SCHED 40 PVC, UNLESS oTHHERWiSE NOTED HIERL7N. ONiNER: SARAN T. NOONAN h • I 6. EXCAVATE wwrABIE MAIERW. AS NOTED, its THE wC HORIZON" , FOR A HORIZ DISTANCE OF 5' SURROUNDING THE LEACHING 160 ROB8INS STREET . • _ FOA AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 7+0 THE TOP ELEVATION OF THE SAS. _ � � OSiERVILL!~ MA., 02655 • Hi .. �, • ' 7. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER ,. N r` • •. . �--• p 8. THE SEPTIC SYSTEM DESIGN DOES INCLUDE GARBAGE GRINDER DISPOSALS. 3.) VERTICAL DATUM BIASED ON BARNSTABLE GIS AVFORMA110N • I • bo " � ,- �,r ` 9. Cdl�T THE LEAST NT HOURS BEFORE THE START SA AT 1-888-DiG- 4•) ZONING INFORMATION `J. UTILITIES, �. SHWA. DETERMINE THE EXACT LOCATION, ZONING DISTRICT OVERLAY: WOW MASS ESTUARY PROMECT ZOC BOTH HORWIIALLY AND VERTICALLY, OF ALL COSTING UTIITMS OEMTHE START OF ANY WOW THE LOCATION OF EXISTING -• ' VY . �t r f t ^ ' {co / UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE NAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE TO SALTWATER ESTUARIES 4 NOT BEEN INDEPENDENTLY VERIFIED BY THE ONIHLER OR ITS REPRf50rfAliVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIRE LOCUS MAP Scale: 'I" _ low / E�T�� DWAGES �� INFORMATION,BE MASIONEI)�CONYMM THE �L NOTIFY THE DOM N LOCATE THE �Y 5.) A TIME SEARCH HAS NOT BEEN PERFORAm FOR fl#S SiZE IF DETEIM0 142/146 FOR POSSIBLE REDESIGN. AT UMN aWSOM VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS; TELEPHONE O i0 BE NEtTs'4SARY, A TTILE SEARCH SHALL BE PERFORMED BY OTHERS N/F / DATVCOMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL AROLYN B. D PRESERVE ALL UNDERGROUND Lmu ES AS REQUIRED. g,) THE PROPERTY LIE I I MDON SIM HEREON iS COMPILED FROM aIRRENT AWARE RECORD INFi')RIATION CONSISTING OF PLJYVS NV DEEDS. • ^''' 10. EXISTING SYSTEM ELEViA'IIONS WERE ASSUMED FROM THE ORIGINAL. PROPOSED DESIGN PLAN DATE) 9/7/1988. THE VERTICAL. 142/147 DATUM ADRUSTMENT FROM THE NOW PLAN IS APPROXMMTELY -57 FEET. CONTRACTOR SHALL VERIFY ALL DMEIISIONS AND 7) COIN )LAITY P� NUISM 250001 0016 D ry N/F EXISTING ELEVATIONS IN THE FED. THE FLOOD NSWNCE RATE IMP o1}1NLES THIS AREA AS ZOiE G / JEANNE F. BARRY •SiTE LS NOT WAIN A STALE APPROVED ZONE I GRO M NUER RECHARGE PR07ECMN S E AREA 128. - - - 9.) Ulm INFORMATION -mm HERLaV SOIL LOGS WE:12hM ? o .THE CWMAC1t7R SHALL CONTACT DIG SAFE(AT 1-13IB8-010-SAFE)AND UMUTY DOMPANIES TO N LOCATE ALL DOSING UTI1= AT LEAST 72 HOURS PRiOR TO iNE START OF CONSTRUCTION. THE id LOCATION OF EXISTING UOERGROIAwD INFRASTRUCTURE, URRES, CONNOUTS AND LIES ARE SNOIMN BARNSTABLE IN AN APPROWTE iMY ONLY, MAY NOT BE UW0 10 TF X SHOW HEREIN AND HAVE BEEN SOIL EVALUATOR: BOARD OF HEALTH AGENT: L A L 1 RES 400 BASED ON THE AWARE UTUTY RMROS NOTED HEREON. THE CONTRACTOR AGREES STEVE WiLSON, P.E. THOMAS McKEAN ,t LOT 69 C NTt FULLY �SAS IIEFRAS WAKES MD !��IDACIL FIELD 15.1 Q. FT. f to' CONIBIIIONS DIFFERS FROM PLAN NFORIMMK THE CONTRACTOR SHALL NO11FY THE DlG W TEST PIT 1 TEST PIT 2 0.35 A S t G L.EACHM �A FE NMEWIMY FOR POSSIBLE REDESIGN. " G.S.E. = 39.8 " G.S.E. = 39.5 � � 1s�' w -` 3¢?' g �' � •SEPTIC MAP DATED jo�a9�8'1'�iilALr�O CON�Ac�TOR i0 v�IN HELD Ap ; 10YR 4/2 ; SANDY LOAM Ap ; 10YR 4/2 ; SANDY LOAM 2� NITROGEN LOADING UMRATION: N/A (REPAIR) � 1+ w ` 3 THE ACTUAL LOCATION OF UNDERGROUND COMPONENTS. 4" ELEV 39.5 6" ELEV 39.0 w I •WATER SERVICE SHOWN ON THIS PLAN WAS TAKEN FROM TIE CARD 0-10054-0 B ; 10YR 5/3 ; SANDY LOAM B ; 10YR 5/3 ; SANDY LOAM / OEc'K o •� PROVIDED VA FAX FROM THE CENTERVNl£-OSTLRVNIF MARSTONS MILS WATER' DEPARTMENT. RESIDENTIA : 3 BEDROOMS . '�� � � +n .. 142 9 x 110 GPD/ 14 (ELEV 3s.6) 18 (ELEV 38.0) / ' �/'2 �O N TOTAL DESIGN FLOW = 330 GPD ASSU m I7QsnNc GARBAGE GRINDER (NOT INCLUDED) = N/A C1 ; 10YR 5/6 ; MED. SAND C1 ; IOYR 6/4 ; MED. SAND TOP FOUNDATION o N '" .f { 38 LF. 4' PVC 91x MAURI & ILIA M. 41.0 Mc ACK, TR. PERC RATE = <5 MIN. / INCH (CLASS 1) ELEV 36.8 36" " (RELA S TO INITIAL LTAR = 0.74 GPD/S.F. ( ) 56 (ELEV 34.8) DESIGN ELEV. OF 9&0) OXIMA LOCH SEP= COMPON TS MIN, LEACHING AREA OF SAS, REQUIRED: C2 ; IOYR 6/4 ; MED. SAND C2 ; IOYR 7/4 ; MED. SAND IV GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. 78" (ELEV 33.3) 132" (ELEV 28.5) PROPOSED SYSTEM: 4 - ADS - BIODIFFUSER 1600 BD (OR EQUAL) C3 ; IOYR 7/4 ; MED. SAND WITH 3.6 OF STONE ON SIDE, 2.4 OF STONE AT ENDS c1t SIDEWALL AREA: (30' + 10')2 x 2' DEPTH = 160 SF 132" (ELEV 28.8) - -- _. - BOTTOM AREA: (30' x 10') = 300 SF 42'20" 15 1 - - TOTAL EFFECTIVE LEACHING AREA = = 460 SF SYSTEM DESIGN GAPACIiY - 460 SF x 0.74 GPD/SF = 340 GPD SEPTIC TANK SIZING: 330 GPD x 200% = 660 GAL 142/ 49 USE EXISTING 1000 GALLON TANK NO WATER TO 132" (ELEV 19.5) NO WATER TO 132" (ELEV 20.5) 142/105 I N RANDY & S ZANNE SER MARY R. JAROS I I CERTIFY THAT IN APRIL OF 1995, 1 HAVE PASSED THE SOIL EVALUATOR EXAMINATION "' I APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE I I ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 LOCATION: 160 ROBBINS STREET SIGNATURE �L _ DATE 03twW11e9 MA 02M 2.4' 2.4' PREPARED FOR 3/4"-1.5" WASHED STONE :.3.6'. Sara Noonan � 160 RobWns Street 10.0' 2.8' 4 CHAMBERS . _. • 0stenif11% MA. 0205 TITLE ... .- . . .. . • .. .., V..,.:.:..,a : . ..~... - •... PROPOSED SEPTIC REPAIR PLAN �- 30' - _ 10, Puw of eol AeeoRPraN srsm wing a " -�- Fl" 1ED `'" BAXT'ER NYE ENGINEERING & SURVEYING TYPICAL SYSTEMNO SCALE 36 MAX.-9 IN. ��������COMPACTED F1LL�������� NOT 70 BCALE 2' LAYER DOUBLE WASHED TOP OF CHAMBER Registered Professional Engineers and Land Surveyors NOTES: STONE 1/8" TO 1/2" PIPE INVERT in 1. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL 3/4" TO 1-1/2" 24" 78 North Street-Ad Floor,Hyannis,Massachusetts 02601 DOUBLE WASHED E pE Phone- (508)771-7502 Fax - (508)771-7622 HE W ER To wii IN Ir OF GRADE AS HocessW. STONE � rk aGAtERs sIAxL BE AIuaERrlGllr T N� 20' 0 20' 40' � FNISlEp GRADE OVER _T No.3 216 ESTNNTm OOS1IVG GRADE OVER 0. 60X � 303 LFACHHING TRENCHI • �.5 �3.6 2.8 3.6 I ccw• -�1 COMPACTED FILL NSIALL ONE f SPEC1ION PORT N SCALE IN FEET �,c� a/ TER�� N k 9' (min) .0w ACCOR[INCE WI1H MAIWACTURERs ,SECTION OT TO SCALE 1"=20' ���`�hiAL Q� ,y 38 LFN4 SCH 40 PVC OS-1.0X 36' (m ) CawPLASTIC HING CHAMBER N :.. FIRST 2' (TO BE LEVEL) r LAYER 1 °'/r 4 N eloo�usER leooeo OR LEACN DETAIL R. r 4• scH. 40 PVC DOUBLE WASHED SiONE LEACHING CHAMBERS U ADS-BIODIFFUSER 1600BD (OR EQUAL) r sal 40 PVC LAYUP LENGTH 76" PER UNIT a: r: SUMP . NY OUf-37.2 CHAMM NV N- 36.84 �.� (CONIRAL"M M VERIFY NWM DATE: 12-09-2009 Lo - - ea CRUSHED Srow m � /4' 'iO 1-1/2' DOUBLE 1 SAIL► 2/14/09 ADD TEST PRS/pEVISE OBSERVED dNOUNIBNAIER oN EXBM DWFBAION BDX EIOB'�Nf1i WW OALLiON ONE-00WARIAW OEM TAHC ELEVATION m a t C 51 MN NO. BY DATE REMARKS i t No GROUNDWATER OBSERVED 0 ELEV 29.0 SDM1QjE DRAWING NUMBER c0 Ln 0:\2009\2009-056\CML\PLOT\2009-056-SEP.dwg 2009-056 N O •- GHERA►L NOTES : 1. AM SYSTEM COMPONENTS ML BE FWALLED IN ACCORDANCE WITH ME V OF THE STATE SA NI RY CODE DATED APRIL 21• g q 06 r 20M AS AID THROUGH THE DATE OF THIS PLAN. & ANY LOCAL RULES & REGLAJ 706 APP[J LE 1) THE INTENT OF 1MS PLAN 6 70 PROVIDE A SEPTIC Slr'SIEM REPAIR DESIGN $ �M �"'--"" • 2. MY CHANGE TO THE PLAN MUST BE APPROVED IN WRITING BY THE ENG111M ELEVATION INFORMATION MUST NOT BE CHANGED AT LOCUS. p v o WITHOUT' WRITTEN PRIOR APPROVAL BY THE ENGINEER n M1CtNh ' r • Q 3. THE CONTRACTOR SHILL NOTIFY THE DESIGN ENGINEER AT LEAST' 48 HOURS PRIOR TO THE COMMENCEMENT' OF CONSTRUCTION 1) LOCUS AREA IS COMPRISED OF • LOT 69 ASSESSOR'S MAP 142 PARCEL 148 - LAND COURT PLAN 183W-J 0 w 4. WHEN CONSTRUCTION IS COMPLETED. PRIOR TO FINVII.N�I�, NOTIFY THE SOW OF HEALTH AGENT AND OEM ENGINEER FOR k � 12 M INSPECTION. CERTIFICATE OF TITLE' 119142 r • •• • • • •��� , .� •• 5. ALL SANITARY DISPOSAL. SYSTEM PIPING TO BE 4 SC1ED 40 PVC, UNLESS OTHERWISE GORED HEREIN. 1� OWNER: SAM T. NOONAN S. EXCAVATE UNSUITABLE MATERNL AS NOTED. TO THE 'C HORIZON" . FOR A HOM DISTANCE OF 5 URR SOUmm 7F� LFAK:Hm 160 ROOM MA.. 0 i q } FIELD. AND REPLA iCE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. • + •. 7. INSULATE ALL PIPES AGAINST FREEZING AS REMXNRED WHEN LESS DIAN 3' OF COVER 3.) VERTICAL DATUM a4m ON SAIMIABL.E GAS INFORMATION r • . • ,� & THE SEPTIC SYSTEM DESIGN DOES-jet N*XUDE GARBAGE GRINDER DISPOSALS. , (A SAFE) AND UTILITY COMPANIES TO LOCATE ALL. EXISTING 4.)w � �� � r' -� •• ? f h ' ''S-= 9. THE CONTRACTOR SHALL CONTACT DIG SAFE T 1-88t1-DIG-SAFE) ZONING NNFORIIATLON UTILITIES, AT LEAST 72 HOURS BEFORE THE START, OF CMETRUCfINV. THE CONTRACTOR SFWl DETERMINE THE EXALT LOCAWK `` �=•' BOTH HORIZONTALLY RIND VERTIALY, ZONING DISTRICT OVERLAY WITHIN MASS ESTUARY PROJECT ZOC • d k ` + ., G OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WOW THE LOCATION OF OWING •Vy t . ,�_ .:' ti UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LUNIED TO THOSE SHOWN HEREON AND HAVE To SALTWATER ESTtJARIEs • ; . 'r ;�1 '�'�"tpC='4t1�.:` O / NOT BEEN N��EPENDENiIY VERSED BY THE OWNER OR ITS REPRESEPRATNE THE COIITRACfOR AGREES TO BE FULL SFML RESPONSIBLE FOR ANY MAD ALL DAWGES WENCH MIGHT' BE OCCASIONED BY THE CONTRACTOR'S FAN URE TO LOCATE THE UTILITIES LOf A LOCUS MAP Scale: 1 w C low G'TLY. F ELEVATION INFORMATION DFN m FROM PLAN NFORMAmK THE cwmACTOR L NOTIFY THE e,&o MEDMIELY 5.) A TRLE SEARCH INS NOT KW PERFORMED FOR THS SOL IF DETERMINED 142/146 FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY IN FED THE LOCATION / INVERTS OF ELECTK GAS. U TO BE NECESSARY, A TITLE SEARCH SHILL BE PERFORMED BY OTHERS. N/F DATAICOMM AND RELOCATE IF CONFixw WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQURED. A 6,) THE PROPERTY LNE IWMNTION SIM 14=111 N COMPILED FROM CURRENT GABLE AROLYN B. D RECORD IMFORWTION CWVING OF FL46 AHD LEEDS. 10. EXISTING SYSTEM EIEVATTONs WERE ASSUMED FROM THE ORIGINAL PROPOSED DESIGN PLAN DATED 9/7/1988. THE VERTICAL 142/147 DATUM ADJUSTMENT FROM THE NOTED PLAN IS APPROXWATELY -57 FEET. CONTRACTOR SHIALL VERIFY ALL DIMENSIONS AND COMMUNITY) COMM PANEL NUMBER: 250001 0016 D ry� N/F EXISTING ELEVATIONS IN THE FIELD THE FLOOD NMSURANIE RITE MAP OEM THIS AREA AS ZONE C. a JEANNE F. BARRY 8. ) ffMRONkQffAL •SITE LS NOT WIM A STATE APPROVED ZONE I GROUND WILIER REHMRGE PROTECTION ARfk S . E 128. _ 9.) UTILITY immmium SHOWN . LOCH DAB. � 2 .THE CONTRACMR SIM CONTACT DIG SAFE(AT 1-886-W SAFE)AND UTI1T1'OOWANIE'S To o LOCATE ALL DOS W UflJ= AT LEAST 72 HOURS PRIOR TO 1W START OF CONSIRIX.C1M THE � LOCATION OF OVINNG MNNDERGItOW INFRWIRUCTUK UINlTES,, CONDUITS AND LIES ARE SHOWN BARNSTABLE c'' It AN APP0 WNTE MY ONLY, WY NOT BE WO TO THOSE SHOWN HEREIN AND WE BEEN SOIL EVALUATOR: BOARD OF HEALTH AGENT: L A L 1 RE 400 RM ON THE AWLABLE UTIITY RET)ORDS NOTED HEREIN. THE CONTRACTOR AMB � 3� ,C LOT 69 m BE FULLY RESPaNS'MLE FOR ANY AND ALL LVIMAGEs WHCH MIGHT BE OCCASIONED BY THE SIEVE WILSON, P.E. THOMAS MCKEAN + MIL TO to, CONT 15,1 S0. FT. f R1At.9OR'S FTWIRE LDaTE SAD INFRASTRUCTURE ES EXACRY. IF FED COMMCONDI►IONS DEFERS FROM PLAN NNFORW710K THE CONTRACTOR SHILL NOTIFY THE ENG W TEST PIT 1 TEST PIT 2 0.35 A S t C LEACHM AFEA FEMENEM WMMEDMTELY FOR POSSIBLE REDESIGN. • G.S.E. = 39.8 ow G.S.E. = 39.5 C19 141' "' 3ir2, NITROGEN LOADING LIMITATION: NIA REPAIR •SEPTIC SYSTEM LOCATION IS APPROXIMATE; PER TITLE 5 INSPECTION �-w 2�e' � (- / ( ) �A�cn��ALi6�T oN OF UNDERGROUNDW�LUHID�HtLc,Er�ra�iNo aa>���sro wR�Y IN HELD Ap ; I OYR 4/2 ; SANDY LOAM Ap ; I OYR 4/2 ; SANDY LOAM t• `w 3 4" El" 39.5 6" ELEV 39.0 � � I •WATER SERVICE SHOWN ON THIS PLAN WAS TAKEN FROM TE CARD 0-1Oo54-0 •: cr PROVIDED VIA FAX FROM THE tENTEIN E-OSTO&ILLE-MARSTONS MILLS WATER DEPARTMENT: B ; IOYR 5/3 ; SANDY LOAM B ; 10YR 5/3 ; SANDY LOAM �fqK - ;� RESIDENTW.: 3 BEDROOMS 18p TP i1 x 110 GPD/B�EDRO_Otrl 14" (ELEV 38.6) 18" (ELEV 38.0) ASSU 1 T/2 14N 79 TOTAL DESIGN FLOW = 330 GPD WOOC1 • IOYR 5 6 • MED. SAND C1 • IOYR 6 4 • MED. SAND TOP �OU 71ON Y 38 LF. 4• PVC 0 1% MAURICE & IUA M. I GARBAGE GRINDER (NOT INCLUDED) = N/A / / �UAI (REL4 s1 To IMNrn1►L. G / Mc ACK, TR. PERC RATE = <5 MIN. / INCH (CLASS 1) 36" (ELEV 36.8) 56" (ELEV 34.8) DESIGN ELEV. OF sM3.o) LTAR 0.74 GPD/S.F. OXIMA LOCH SEPTIC COMP'ON TS MIN. LEACHING AREA OF SAS, REQUIRED: C2 ; TOMB 6/4 ; MED. SAGO C2 ; TOMB 7/4 ; MED. SAND 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. 78" ) 132 ELEV 33.3 " (ELEV 28.5) PROPOSED SYSTEM: ( 4 - ADS - BIODIFFUSER 1600 BO OR EQUAL) • 1OYR 7/4 ' MED. SAND WITH 3.6' OF STONE ON SIDE, 2.4' OF STONE AT ENDS SIDEWALL AREA: (30 + 10)2 x 2 DEPTH = 160 SF BOTTOM AREA, (30_ 'x 1 d') - 300 SF 132" (ELEV 28.8) 42'20 t5 t� _ _ r - - r - - TOTAL EFFECTIVE LEACHING AREA = - 460 SF SYSTEM DESIGN CAPACITY - 460 SF x 0.74 GPD/SF = 340 GPD SEPTIC TANK SIZING: 330 GPD x 20OX = 660 GAL 142/ 49 USE EXISTING 1000 GALLON TANK NO WATER TO 132" (ELEV 19.5) NO WATER TO 132" (ELEV 20.5) 142/105 N F RANDY & S ZANNE SER MARY R. JAROS 1 ' I CERTIFY THAT IN APRIL OF 1995, I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ___-- ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, SIZE LOCATIONr EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 160 RoBeINs STREET SIGNATURE DATE LZj/_oj _ OsteLrville, CIA 026 2.4' 2.4' PREPARED FOR -1.5" WASHED STONE 3.6' y� A Sara Noonan 10.0' 2.8'4 4 CHAMBERS 160 Robblim Street Ile, MA., 02655 PROPOSED SEPTIC REPAIR PLAN �- 30, - 10' P.�w of am AN TERN s�lster VM a�ee� �.. FTC GRADE BAXTER NYE ENGINEERING & SURVEYING TYPICAL SYSTEM ND SCALE 36"MAX.-9" IN. LIC40221TAe/\Aar ro so" 2' LAYER DOUBLE WASHED . . . . . . . . . . . ...................... TOP of CHAMBER Registered Professional Engineers and Land Surveyors NOTES; STONE 1/8" TO 1/2" PIPE INVERT 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 1. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. 3/4" TO 1-1/2- 24" fn DOUBLE WASHED EFFECIIVE Phone- (508) 771-7502 Fax- (508) 771-7622 STONE DEPTH d oONER TO IMW OF GION AS NIxESSNt1: � •��OF Mqs�� N a TEPHEN oo�ls SHNL MM: WA70 Mast 20 0 20 40 ` I} m HSTNw1ED EOSTNNG 110VER D. Box - 39.5 FLED GRADE OVER LE01CHING TRENCH = 39.5 �••-3.6' 28' 3.6' o COMPACTED FILLINSTALL ONE PISPECTION PORT IN SCALE IN FEET n.30216 N _ 9' (min) cover ACOOfbNM WTH MANtHFACTURERs 1 =20 c'�,t. /ST ;... °D 38 LF-4" SCH 40 PVC OS-1.Oac 36' (mox) Cover te a► NOT TO SCALE s��, AL7 FIRST Y LAYER 1/Ml/YPLASTIC LEACBM CHAMBER D N ., •' =4SC�. �2 CHAMBER TOP DOUBLE WASHED sTONE 4LEACHING CKVAUS 1 ° ADS-BIODIFFUSER 160WD (OR EQUAL) !2 I rofi 4r SM 40 PAIC CLEY-37 SUMP W Wr-sus CHAMBER W Na 36.64LU LAYUP LENGTH 76" PER UNIT c : Na DATE: 12-09-2009 rn y.' ' :..�� .• N o <.x�` ;�,,:•t 6• CRUSHED o /4' TO 1-1/ DOUBLE EIeM�80XMCI 1 SW 2/u/n9 E�LEVOATT ION PRS/TMEMSE OBSERVED6ROUNDMMIER ■ a NO 5' . BY DATE REMARKS i I DRAWING NUMBER � NO GROUNDW-A-M OBSERVED 0 ELEV 29.0 `° Ln 0 0:\2009\2009-056\CML\PLOT\2009-056-SEP.dwg Hrs 2009-056 N O N Q CONSTRLem Ole GENERAL NOTES : t Ilk,ry_ C e� 1. ALL SMEII CW0eaS SfULL K NSWILtfD N ACCORDANCE WON TIRE V OF 1!E STATE SMA1lYK 000E QATED APRI. 21. 06 r` 20M AS AVOW 11NI000N TIE VAX OF TANS PIMA & MY LOCAL RULES & REdA, M S APPLICANE 1) THE NW OF IM PUW IS TO POW A SEPiIC SM W REPM DESIGN ht 4 r •. I ANY CW W TO THIS PLAN MUST BE APPROVED N WING BY THE DKKM E LEVAMN NFORMUM MUST NOT BE CNIIAW AT LOCUS o \� WM40UT WIIEN PRIOR APPROVAL BY THE ENGNM aa OOMF 1) LOCUS AREA IS MISED OF 3. THE OONiRACIOR SHILL NOILfY THE OESiGN ENGNEEit AT LEAST 48 HOURS PRIOR i0 THE COIiF OF OdL'►TRUCINONI. LOT 69 ASSESSORIS MAP 142 PARCEL 148 M LAND COURT PLAN 18.W-,i q",,,,'�'�� �'� �? �� tr `• � �� °� �_{��� 4► IINEN CdNSiRUCIfON 6 OOINPLLEiE0. PRIOR TO 91d(fN.LNG,, NOW THE BOARD OF ifA.TH AGSM'AND DESIL,'II ENGNEEIt FOR NSPEC71OK NOW OMM EMMEER AT LEAST 24 HOURS PRIOR TO MLSP�'iION- \. CERIEICAWE of TRLEi 119142 d a 1. �` • i *• + j �� �' J```j 5• ALL SIM�ITARY DISPOSAL. SYSTEM 4'SC1fD 40 PVCr UNLESS OiNI:RINSE NO ED HERF�L..____- DOWN a VrAWE UNSWIABLE MATEAYY. AS NOTED, TO THE +C HORIZON' FOR A NORIL OI►'OINCE OF 5' SURROtNVMrG 1NE LEWNM ONMEI� 180 IRONS STREET 1 ►� • • s,C .�� -- i� IRA AND REPLACE NM CLEAN SAND PER 310 CUR 1&255 10 THE TOP ELEVATION OF THE SAS: OSTERVII& UII. 026M •` Hi ' •• C t ,� 7. INSULATE ALL PIPES AGMIST • � u ''�` '• �� .%•�• 1� ' • , �' 3. VERTK,AL QAIUM GASSED ON { ' 4 • . S THE SEPIIC SYSTEM OEM S NCLUOE avow Gi INOER' DISPOSALS► ) BMRNSMOLE CIS NFORMAIION 4. • ' a +• t Oar` IL 2UM 1NE CWn1AC OR SMLL CONTACT DIG SAFE (AT 1-fly- )X- AND Ui W OOIN�II M TO LOCATE ALL EX W ZbiO1G NOORMAiiDN + • r ,.:• `� r. ems;�t+ y ` ,..= UTNITES, AT LEAST 72 HOURS BEFORE WNE START OF COHSiRUC1 K 1NE SWYL DETEMM 1NE OXACT LOCAli K L W N 2ONNG DISWRICT OVERIAY: 11" OF ALL COW UiMES BEFORE THE START OF ANY WM NE LOCATION OF EXISTNrG MASS E51,IIARY PROTECT ZOC . 1N a a• • e t a ' + ' 4a / / NERGRO" U1LRE'S ARE SHOwNY�N AN APPRC"7E IRIY WILY, MAY NOT BE LLIiITED TO 1H OW SH W HEREON AND HAVE TO SA.IWITER E571AARE5 U f Ili o a NOT BEEN NDEPENOEMLY VERKED BY iW 000 OR 05 REPRESOV 7W- THE CWRACTOR AGREES 10 BE FULLY IESPONS'DLE FOR ANY AND ALL BMW IMICH WiNIT BE OCCAMNED BY 1NE CONTRMCMIrS FAILURE TO L0taAM 1NE U1NITES LOCUS MAP Scale: l' S 1 ExAC1LY. F EtElrinoN NFOTIwTMw OFFERS FROM PLAN NFORIMWIOM. WFE ooNllrAeroR SNMLi. NOTNY THE EH6NMlR MEDNIELY 5•) A IDLE WM Wry NOT BELBI PETIFN0 FOR 1WS SOE F oEToW0 142/146 FOR POSSMBE REIENL AT MX C� VEINY N HELD THE LOCATION / WORS OF ELECTRIC. M TELEPIIOII: d M BE NECESSARY, A IIRE SEARCH SMLi. BE PF7MIED BY OTiEIIS N/F OTJ♦/COW AND RaOCATE LF CONFLICINIL' WON PROPOIS® AVERTS PER 1NE EJVIIIIEERS DIRECTION. THE COMIdICTOR SHALL PRESERVE ALL UNDERGROUND UTMLL:S AS REQUIRED Q THE PROPERTY LNE IIFORLMWM SMMV WON LS WIPR O FROM GIRREIIT A►NABLE AROLYN B. D VE 9/7/1911L W RECORD NP01,IN110N OONQ'LSTNG OF PLANS AND OEM�a 10. EXISIVIC SYSEY ELEVATIONS HERE ASSUMED FROM DE ORK,' K PROPosED DOM PLAN DATED HE RTICAL • 142/147 DA1UU AR&Wk E'NT FROM 1HE NOTED RLMI IS AFFAW B1ATELY -57 FEET. OOWRACiOR S%KL VERN:Y ALL 090YONS MID 7.) COIM_*ff F*%R NULN 25=1 0016 D N/F mom ELEVATIONS IN 7K FIELD. 1HE RM NLSUbMKE RAZE MAP DOM IM ARE#AS ZONE C. ti JEANNE F. BARRY 8. •SITE 6 HMT OW A S#tE APPROVED ZOIE 10110111111 WAITER REDWAM PW11EC= S E ARSL .11E CONIRACW SWL CWXT IX SAFE(AT 1-80-'WSWO AND URJTY CMAVES 10 o LACAiE ALL EASING UM1ESr AT LEAST 72 HOIIIS PROR 1011E START OF CMIRUC110N. THE N �+ INS ARE=W NIN MI�i1PP MIKIE TNIY OILY, LMY NOT BE LMIED 10 THp,SE SRINN IERI;'N�AHO WE WN L A I AMA M BASED ON VIE ANYABLE URRY RE 11'14 NOTED 141EI 111E CONTRACTOR AGREES 3r LOT 69 !L 70 BE FULY RESPONSMIE FOR ANY AND AL QAM= 11101 WW BE OCdl40I0 BY 1FE �✓ • 15,1 Q. FT. t f0' �-- CINIRAC "FALLIiE 10 U)CKIE SAD Of WISIRUCI W AND URGES EXACTLY. F FELD `T�5" CAH MOILS DEFERS FTMM PUN NLNUtM MK 1K COMRACIOR S U NOW 1TE 8=EER 0.35 A S t � MA AREA REQI ITS MkIE NTELY FOR POSSIBLE IBM � A 14, w s NIiROGEN LOOM UMTTAITON: )NIA REPAIR •SEPTIC SYSTEM LOCATION IS APPR07I M PER =2 5 NSPECTION 3 ?' ?fie. / ( MAP OWED O6/0B/89 BY HALT LFMAS. CONTRACTOR TO VEFdFY N FELD w w 3 WNE ACMLOCAIMN OF OOA99 M5. •M TER SERVICE SHOMI ON IM PLAN IIKS TAKEN FROM TIE CARD 0-1005" o PROVIDED VIA FAX FAX FROM WNE CEiV1ERVLLF-051ERVLLE-WRSTONS MILLS WAI OEt'ARROIT. •. RESVENTML- 3 BEDROOMS 000 142 9 x 110 MQ / 1/2 L0 / N TOTAL DESIGN FLOW - 330 GPD LaOSnNG GARBAGE GRINDER (NOT INCLUDED) = N/A TOP FOUNDA71ON Y .K 38 L.F. 4' PVC O 1S MAURI dt ILIA M.41 (BELT► TO INITIAL / Mc ACK, TR. PLRC RATE m t5 Mai. f WCH (CLASS 1) DESIGN . OF 98.0) A tAG1 LIAR - 0.74 GPQ/S.F. SEPTIC TS MIN LEACHING AREA OF S.A.S. REQUIRED: 33D GPD/ 0...74 GPD/S.F. - 40 S.F. MIN. 4 - ADS - GOOIFPJSER 1600 81) (OR EQUAL) WITH 3.6' OF, STONE ON SiD& 24' OF STONE AT ENDS SMALL AREA: (30' + 1072 x 2' DEPTH = 160 SF _ BOTTOM AREA: (30' x 10') = 300 SF 4 TOTAL EFFECTNE LEACHING AREA = - 460 SF SYSTEM OEM CAPACITY - 460 SF x 0.74 GPD/SF = 340 GPD SEP'TiC TANK SIZING: 330 GPO x 200% = 660 GAL 142/ 49 USE 00STING 1000 GALLON TANK 142/105 N a� RANDY & ZANNE SER ,••,,.•� , � � MARY R. JAROS nn fVtj Y4 a SUE LOCA71ft 160 ROBBINS STREET 091miife, MA 02M PREPr m FOR -> 1314 -1.5' WASHED STONE 3.6', =, 'r Sara Noonan 10.0' 2.8' 4 CHAMBERS -' a- Osteryiile, MA., 02M `.-3.6 PROPOSED SEPTIC REPAIR PLAN 30• PLAN OF SOIL ABSCIFNIM BYSM WN s FINISHED GRADE ,, BAXTER NYE ENGINEERING & SURVEYING TYPICAL SYSTEM PROFILE w SGILE 36"MAX.-9 1N. NOR TO WALE 2 LAYER DOUBLE WASHED- . . . . . . . . . . . . . . . . MP OF CHAMBER Regmtered Professions[Engmeers and Land Surveyors NOTES: STONE 1/r TO 1/2" PIPE INVERT 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 1. SEPTIC SYSTEM DESIGNED WITH OUT GARBAGE GRINDER DISPOSAL. 3 f 4 TO 1-1/2 24 DOUBLE WASHED EFFECTNE Phone-(508) 771-7502 Fax-(508)771-7622 KW DEPTH A WM TOM OF WA ITS 1 STONE DEPTH � �H OF�{� Ass90 Now R OOIIERs SHALL K 90ENTIM 20' 0 20' 40' ��°• AAA W. EDDY -', M aTED ExLS1IIG owR a BaI� • ass FNISNED GRADE OVER LEAXMITs TRENCH : 391 '.j.6' o w 3.6'� CIVILN 001111 A0CM SCALE IN FEET �o.a31t1� ; 38 LF"4• SCH 40 PVC Os-1.0ac 36' ( cor.r R000Ml�I+raAnoNs NOT TO SCALE Fss� �STE N FIRST r BE r LATTER 1/LI'b1f2' 4 WFIlSEft leooeo OR PLASTIC LEACHING CHAMBER DETAIL oNAL e G =---7 - n0 LEVEL) ooueLt:WISHED STONE LExSii6 clwleERs r 4 ;� - 40 PC ADS—BIODIFFUSER 1600BD (OR EQUAL) nv cuR-�s CHAMSM 40 BER NN PC LAYUP LENGTH 76" PER UNIT ' 'r" (OONlltlk'Ir OR lO Vi]!FY NA" DATE; 12-09-2009 Cj •iyy'•L� •cam•. 'e• '.!•.^.w�<_.i.l��e iv�`•�•.rt•.,yr{'• �� �'� � N c 1 n O,T vim' s• 1-1 DOUBLI: EXI6TN0 t000 GALLON ONE-OMWAAMBfT W'TIC TAN( �41 ■ I 29,o $� NO. BY . DATE RIEMARKS DttAMMMG NtNM i NO GROUN0INATER OBSERVED O ELE1l M** 0:\2009\2009-056\CML\PLOT\2009-056—SEP.dwg NTS 2009-056