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0143 BAYBERRY WAY - Health (2)
143 BAYBERRY WAY, ®STERVILLE A=091-009 . t f TOWN OF BARNSTABLE 101) LO,CATION 145 13mZ�rry "i e SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL 91— U.a '-6 60 1 INSTALLERS NAME&PHONE NO. 'Cc�,S6r A. qZ g 9360 SEPTIC TANK CAPACITY 150 0 /f 2 o LEACHING FACILITY:(type) 1�'ro o Ge ff/o (size) NO.OF BEDROOMS o2 OWNER �oVat aq. PERMIT DATE: 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) J00 + Feet FURNISHED BY o & `A C*p 6 9, lam, o0 J Zn �fT .V G tii�m No. Zo 1z` 7 r'` >r ! Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0ppYication for M15pogar *p!tem Conetruction i3ermit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) XI Complete System ❑Individual Components Location Address or Lot No. /4e/3 � ytje�2Q y _1..4� Owner's Name,Address and Tel.No. �Y 'y 'T/ /5<3 aIa y$�,2�y /J�ly RE�G7" TieC[s7' Assessor's Map/Parcel 7W .Of moo., jyT� / 1 AS -04601 Installer's_Name,Add ss, ,,id Tel.No., ��LZJZ Designer's Name,Address and Tel.No. Qe poBo'x Zodo� T&Ar09�& s3(a tr Type of Building: Dwelling No.of Bedrooms Z. Lot Size 9 `'/ sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 30 gallons per day. Calculated daily flow 3sf_ gallons. Plan Date /3 Number of sheets / Revision Date Title A,CaPdSE=h 51 E e �t�w.¢ca� ,�,cr as�e s ��• .��3 IF e�s�t�✓�ccc R Size of Septic Tank /so pe of S.A.S. Description of Soil 'Add Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti e 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y h' Bo d ealth. Signed Date 71 Application Approved by Date a Application Disapproved r th oll ing reasons Permit No. ,0 t 3 —7 7 Date Issued f'zo ?moo 3 No.-�0 1� 0 7- ( s` �' + r Fee 7fTfi /5 0 THE COMMONWEALTH011"I MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION,-TOW �A NSTABLE, MASSACHUSETTS �01pplicatiott or Mizpo d- on!6truction Permit Application for a Permit to Construct( ;Y�)�Repatr( )Upgrade(--- bandon( ) Complete System El Individual Components _ irte,. Location Address or Loi\No. /4/,3 aA $C �.�_y Owner's Name,Address and;Tel.No. Assessor's Ma /Parcel ,P /4a /xs�ci,�j 'y �uN,cs of&o1 Installer'/g Naive;Address,and Te+.No.. O-4 Designer's Name,Address and Tel.No. ' po aor 2afo TEA.T(�K�� OcS—� Type of Building: ' Dwelling No.of Bedrooms z Lot Size 9gy'151 sq.ft. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) ' OthekfWiures ` - -Design Flow 340 gallons per day. Calculated daily flow 3�� gallons. Plan Date. (1/1`� 13 Number of sheets / Revision Date Title . �,�o/dsF s.rE f �sE�.aG� ,d,cs�as�G syts7��y ��3 8sy �er y �J�Py; osTC�2�iccc�, r�i� Y Size of Septic Tank / 'oo y4 ype of S.A.S.. Description of'Soil Nature of Repairs,or Alterations(Answer when applicable) ,I . Date last inspected: ' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system k' . in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by th"s Board of Health. Signed / �� 1/--- Date Application Approved bye' Date:40" Zo of Application Disapproved for the foll ing reasons Permit.No. 70 t-3 Z Z 1 Date Issued !7-0 Z o '-3 ---===—.= ==+==-----==--------------- THE COMMONWEALTH OF MASSACHUSETTS ' BARNSTABLE, MASSACHUSETTS- Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(k)Repaired ( ) Upgraded( ) Abandoned( )by ` at `f� ? ,a��<t a c.� gST�P Jic[c has been constructed in ccordance with the provisions of Ti e 5 and tl e for Disposal System Construction Permit No. Z0 t3" zZ dated G ( _0��O '3 Installer Designer The issuance of this pe it h 111, be�o strued as a guarantee that the to Munct',on ds designed. Date L7�/i Inspector � --- ..._- No. 201 J � �i2' ---------- ---------------Fed/`Jbso ' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS k Mi!6pogal *p.5tem Construction Permit Permission is hereby granted to Construct(k )Repair( )Upgrade ( )Abandon( ) #r System located at { and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of th' e Date:_ 2°/ 7—o 1 3 Approved by Dr���cc� �+� t T Town of Barnstable �.� Regulatory Services Thomas F.Geiler,Director z A _ `` 'f° 'Public'Health Division` 1619. J , ►``� Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office:,508-862-4644 Fax: 508-790=6304 Date: Sewage Permit# ' Assessor's Map/Parcel 0 Installer&Designer Certification Form I Dcs3gner: C Installer: Address: FD t'� �� Address: ✓tip oL 1, 31 On was issued a permit to install a (date) (installer) septic system at )4 3 r-r� ILt based on a design drawn by (addre.gs) CS N �n e�ri n dated i'/I'certify (designer) 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. Stripout (if required) was inspected and the soils were found satisfactory. 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 Re s. Plan revision or certified as-built by designer to follow. Stripout(if requir d and the soils were found satisfactory. c+ _.—-- UNDA I yGN PINT '-` L sta s Signature) P L (Designer's Signature) -(Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE '�L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice forms\designercertification form.doc _ owll� of Barnstable `F ' ' x Regulatory Services Thomas F.Geiler,Director Publie.Health Division i w - - .. a IA�I'131'Ail�w � .. cKeau Director.= �¢ ��� Thomas M' r ee MA 02601 y200 Main Str .- Fax: 508-790-6304. Office: 508-862A644 n Sewae Permit# Q�C l ssessor's Map/Parcel Date: q g y "Installer&Desi ner Certification Form ��:ti`^o.c Eller. Dese�er: C 1 — Address: Address ' �� �C'� ' was issued a permit to install a On / (installer), (date) based on a-design drawn by septic system atmPsc) (_ In n d CS� iated 1 ( signer) F t according to I'certify that the septic system referenced above hater costa cr as lateralt rlelocatio o the the design, which-may,u cluck minor approved c q distribution box'and/or septic tank: StripoutAif required) was inspected and the soils were found satisfactory.;; •+` that the septic system referenced above was ins of with major changes (en I certify F vertical relocation of any component greater than 10' lateral relocation of the"SAS or any s plan revision or of the septic system)but'in accordance with;State:&L`ocal Re d and the soils certified as by designer to follow. Stripout(if requir �tiG were found satisfactory. uNDa►J �� piNY` At L. �i sta s 1goature) rsT `` Affix Desa Pr's Stamp Here) (Designer's Signature).. T I BARNSTABLE PUBLIC.HEALTH )IVISION. CERTIFICATE PLEASE RETURN BC 'IS g " ND AS- � �L, d�T 'IE ISSU 'D TTl`?'!.= --= T. CE '.. OFCOl"� _ -- —�— B ARD ARE RECEIVED'BY THE BARNSTABLE PUBLIC HEALTH DIVISI YOU. - THANK q:\office forms\designercertificationform:doc` a : 4 4 y Town of Barnstable P# D Department of Regulatory Services .BARMAEL4: Public Health Division Date 639. �� 200 Main Street,Hyannis MA 02601� SysIm Date Schedule 1.aV, Time Fee Pd. Soil Suitability Assessment for Sewage Dis al ,or 1�r^'� 1J/Q�/1� Performed By: Witnessed By:, I , 1 ® � r' V I�D _V_1 - IV l Location Address /43 all &—K Q y �c�`y Owner's Name USTE.2!!lLGc 'Y Address Assessor's Map/Parcel: ��/� Engineer's Name A!N N F4 fl A"T�J/!�L T oA Ft.PL. !JlL.f0A! A86pe.11OV NEW CONSTRUCTION 1L REPAIR Telephone# V'Ok 'y<L0 ;',?-9 Z_ �^/ .Q,patca.c/_,gmdtcSon!Q sSOC /fd2s✓cGSORG�{SS0C,'k-7mFv5',Cl->W Land Use U��S l�Q-nF I - Slopei(%) Za Surface Stones No Distances from: Open Water Body 7 100 ft Possible Wet Area 7 100 ft Drinking Water Well A ft Drainage Way K 1 A ft Properly Line J ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) -2 / ' Na ICD 1 M Parent material(geologic)&�[LOt� Q.+4W0.�� Depth to Bedrock � Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater - DETERMINATION FOR SEASONAL HIGH WATER TABLE x.,__ . 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 hale Sj,3� 13Tgue 113 66 Observation Hole# * i II I Time at 9" fl ii Depth of Perc Time at 6". Start Pre-soak Time Q 0100 Time(9 6) End Pre-soak / 17J t J 0 RateMinllnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)Ae 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:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG':'x Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 0 -3 0 3 - �K A ML.S JD Ia,2,h $-II LS I o I 26/z (3 (h LS 10 IV4 re ��- ►io Ct �l. Sard I0 I&V'l6 DEEP OBSERVATION HOLE LOG. Hole#" Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 6-3 D 3-1 A Il'1LS JO -1iLqz -io MSS 10 l o - 3o 13 n L's 1 D 10.4A, Ct Scud 10 1 JLs/� lads-110 Li. M Sid 10 1(L 413 ,;,DEEP OBSERVATION HOLE Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG` Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) Flood Insurance Rate Map: / Above 500 year flood boundary No Yes `! Within 500 year boundary No Yes Within 100 year flood boundary No / Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perv.o�t Qmaterial exist in all areas observed throughout the area proposed for the soil absorption system? 7 W If not,what is the depth of naturally occurring pervious material? Certification I certify that.on 140V 2,o02- (date)I have passed the soil evaluator examination approved by the Department of E vironmental Protection and that the above analysis was performed by me consistent with the required tia g,expertise and ex rienjcee described in 310 CMR 15.017. Signature t_lam Date GLI7 II13 Q:\SEPTIC\PERCFORM.DOC Commonwealth of Massachusetts ' = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner Owner's Name• - - s -• - - information is required for Osterville MA 02655 January 30, 2013 every page. City/Town State Zip Code Date of Inspection _ Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important - When When filling out A. General Information forms on the computer,use 1. Inspector: only the tab key ,--� VV to move your Patrick M. O'Connell cursor-do not --- — use the return Name of Insp ector key. Septic Inspection Services Co Company Name 189 Cammett Road Company Address Marstons Mills MA Citylrown State. 02648 Zip Code 508-428-1779 S1 12855 Telephone Number License Number ----- B. Certification 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 ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority k _ January 30, 2013 Job# 13-04 I pector's ignature 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. d �f �3Ii3 15ins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner — information is Owner s Name -- required for Osterville MA 02655 every page. City/Town _January 30, 2013 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: ® 1 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: Tank was not in need of pumping at time of inspection, leaching system showed no signs of backup or surcharge. I B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits.substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): !Sins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts M T Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 143 Bayberry Way Property Address Leghorn Owner Owners Name — information is required for Osterville MA 02655 every page. Cltyrrown _ January 2013 State Zip Code Date of inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will i pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below).- The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below).- obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 15ins•11/10 Title 5 Official Inspection Form Subsurface Sewage Disposal Syslem•Page 3 of 17 e Commonwealth of Massachusetts Title 5 Official , Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address — Leghorn Owner Owner's Name information is required for Osterville _ MA_ 02655 January 30, 2013 every page. CltylTown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance.- This system passes if the well water analysis, performed at a DEP certified laboratory, for 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 must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or-clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow 15ins•11/10 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address - ---- ----- -- ------— ---- Leghorn Owner Owner's Name -- - --- information is required for Osterville . _ MA 02655 January 30, 2013 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat,. or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•11/10 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 5 of 17 i— Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ° 143 Bayberry Way Property Address Leghorn Owner Owners Name --- -- —_ information is required for Osterville _MA 02655 January 30, 2013 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 8 House/ Number of bedrooms (actual): 6 House/ 1 2 Garage Garage DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 1628 & 354 151ns•11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 143 Bayberry Way Property Address Leghorn Owner Owners Name information is required for Osterville MA 02655 Janua 30, 2013 every page. City own State Zip Code Date of Inspection D. System Information Description: Number of current residents: 2 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)): Detail: Sump pump? -- ❑ Yes ® No Last date of occupancy: Currently _O_ccupied 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: _ t5ins-11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner Owners Name —_ information is required for Osterville MA 02655 every page. city/Town -- January 30, 2013 —_ State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date ----"--- Other(describe below): General Information Pumping Records: Source of information: 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) and a copy of latest _inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins-1 wo Title 5 Official Inspection Form Subsurface Sewage Disposal System.Page 8 of 17 L_ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner Owners Name --- -- information is required for Osterville MA 02655 January 30, 2013 every page. CltyRown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: 1990 Were sewage odors detected when arriving at the site? ❑ Yes ® No 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): Depth below grade: 1 _ feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain) If tank is metal, list age: — years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 ga; at Hse & 1000 gal at Gar. " Sludge depth: 2 _ t5ins-11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts w Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 143 Bayberry Way Property Address _____- Leghorn Owner Owners Name information is required for Osterville MA 02655 every page. City/Town -- January 2013 State Zip Code Date of Inspection ion D. System Information (cont.) Septic Tank (cont.) Distance from top of sludge to bottom of outlet tee or baffle 32 Scum thickness 1" Distance from top of scum to top of outlet tee or baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 13 II How were dimensions determined? Measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was at bottom of outlet invert and tees were intact. Not in need of pumping at this time. ICI Grease Trap (locate on site plan): Depth below grade: feet ------- Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene El 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 15ins-11110 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•?age 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �. 143 Bayberry Way Property Address ------ Leghorn Owner Owner's Name - —=-----.—_—.. information is — required for. Osterville MA 02655 _January 30, 2013 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: __- Material of construction: ❑ concrete ❑ metal ❑ fiberglass 9 ❑ polyethylene ❑ other(explain).- Dimensions: Capacity: --------------.. ----- .� ------- gallons Design Flow: gallons per day ------ Alarm present: ❑ Yes ❑ No Alarm level: -- Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date --.-- ---- Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No t5ins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 143 Bayberry Way Property Address Leghorn Owner Owners Name information is required for Osterville MA _ 02655 _ January 30, 2013 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 11 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.): No solids or high stains present Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins-11/10 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 12 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address -- -- _ Leghorn Owner Owners Name -- information is required for Osterville MA 02655 January 30, 2013 every page. Cltyfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 2 -6x6 pits at hse 1 -46 gar ❑ 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.): Pits showed no evidence of saturation or surcharge. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth-top of liquid to inlet invert Depth of solids layer _ Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•11/10 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Ma ss Title 5 Official Inspection Form Subsurface Sewage Dis posal sposal System Form - Y Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner Owners Name — information is required for Osterville MA _ 02655 _January 30, 2013 _ every page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts a 6.6 Title 5 Official Inspection Form l � Subsurface Sewage Disposal System Form Not for Voluntary Assessments 143 Bayberry WaY._... ---...__....._..._.._...-... Property Address Le horn Owner ..._�---- ---._._-.... ._.... ...... Owner's Name — - - -- information is required for Osterville MA 02655 January 30, 2013 every page City/Town State Zip Code Date of Inspection D. System Information (cont.) -- Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately out 4 4 37 65 Commonwealth of Massachusetts ,e Title 5 Official Inspection Form ...... I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Le horn Owner - --- information is Owner's Name required for Ostervllle _ MA every page Cityirown - - 02655 January 30, 2013 _ _ State Zip Code Date of Inspection ............ D. System Information (cont.) - Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately •4• 25 29 6 110 63 11 `k Under paved driveway Commonwealth of Massachusetts w Title 5 Official Inspection Form x Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address --- Leghorn Owner Owner's Name — information is required for Osterville MA 02655 January 30, 2013 every page. CityrFown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: - More than 12 feet feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record �. I If checked, date of design plan reviewed: Date 0 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: Perc test performed on 7/5/90 found no water at 12 feet. Before filing this Inspection Report, please see Report Completeness Checklist on next page. l5ins-11110 Title 5 Official Inspection Form Subsurface Sewage Disposal System,Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 143 Bayberry Way Property Address Leghorn Owner Owners Name -- information is required for Osterville MA 02655 January 30, 2013 every page. CltyrFown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file l5ins•11110 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 17 of 17 °p1ME 'Town of Barnstable Barnstable p� T° , Regulatory Services Department . y MASS. Public Health Division TfO MA'S a 200 Main Street, Hyannis MA 02601, zoos Office: 508-862-4644 FAX: 508-790-6304 Thomas A.McKean,CHO January 18, 2013 John Hopkins Frank Sullivan Real Estate PO Box 415 Osterville, MA 02655 RE: 143 Bayberry Lane, Osterville Map/Parcel 091-009 Dear Mr. Hopkins: To answer the inquiry into the number of bedrooms available to the above-mentioned parcel: After review of the septic plans in the file, Thomas McKean, has determined that the allowable number of bedrooms on Map/Parcel # 091-009 is: 10 bedrooms(in additional to a garbage grinder in the main house. There are two separate permits for the two buildings. Permit# 90—352 The septic system is designed to handle eight (8) bedrooms which is in addition to handling one garbage grinder. Permit# 90 -363 , The septic system is designed to handle two (2)-bedrooms. Sincerely, Kean Director Q:\WFFILES\143 Bayberry'Way Ost Jan2013.doc FRANK SULLIVAN R E A L E S T A T E www.franksuU,vanrealestate.com JOHN J.HOPKINS P.O.Box 415, 32 WIANNo AVENUE,OSTERVILLE,MA 02655 508.428.4400 C ELL 508.320.9461 F Ax 508.428.4431 hop5jh@msn.com i �1I OWN OF BARNSTABLE �% LOCA11ON �Q Q SEWAGE # /O�0 VILLAGE �,5 G/ '(39 ! oo . ASSESSOR'S MAP & LOT � L7`, INSTALLER'S NAME PHONE NO.Je `l,)O,S SEPTIC TANK CAPACITY LEACHING FAC ITY.(t pe)///- , 5-1p/k e-A / size NO. OF BEDRO bZ 4 PRIMATE®WELL OR PUBLIC- WATER v XC._ BUILDER OR OWNER. , 1 �eS hICA/L-) (Rtc*Kz j,,( DATE PERMIT ISSUED: gz;7 c% DATE COMPLIANCE ISSUED- VARIANCE GRANTED: Yes No j P-10 G 5 oil TOWN OF BARNSTABLE LOCATION l � czy � LQ SEWAGE # VILLAGES)` (!/��� ASSESSOR'S MAP & LOT l /INSTALLER'S IVAbiE.. PHONE NO. 3 --3cK SEPTIC TANK CAPACITY �C LEACHING FACILITY:(tVge) S 7z,ye (size) NO. OF BEDROOMS � PRIVATE WELL OR PUBLIC WATER ��j BUILDER OR OWNER a DATE PERMIT ISSUED:. /cl 9c DATE COMPLIANC"E ISSUED: C-'C�� 9 VARIANCE GRANTED: Yes No QL i - i o ° [ j t � W s (-`. F d, a Pa�ce1� 091009 � „��' m®rl, 091009 ; V 000436 0000000 / nnIAIA [�� •t' LOT 12 y/ ,, y/ � r °�' 3.26 ��: vo LEGHORN,RICHARD S&NANCY C 101 y 9 ri / 143 BAYBERRY WAY OSTERVILLE / MA " 02655 l3E3 00-0000 000 ` xt / � /r 100196 C142242 ?r F /e rr N j nuary�3st ,. LEGHORN RICHARD S&NANCY �{� 1096 tree C142242 r` e La 002044400 g 001188200 ) ea res` 0000007500 r In bn /v 143 BAYBERRY WAY 0100 t 0000 I=r CO F WIANNO HEAD ROAD 1� 1834r • 0229 ' "' t � c I i J �TOWN OF BARNSTABLE LOCATION C� SEWAGE # �O`9 gf"- -�910® VILLAGE 0,5feX G -� ASSESSOR'S MAP & LOT 7` INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 9t� !� LEACHING FACILITY:(type) o size) 0,�!e NO. OF BEDROOMS—PRIVATE WELL OR PUBLIC WATER ICe. BUILDER OR OWNER . G %✓ C2�u �L DATE PERMIT ISSUED: -96 C DATE COMPLIANCE ISSUED: laZ g/ VARIANCE GRANTED: Yes No �— s 141 oty cam. aUwaIZA �o r 41 TOWN-OF BARNSTABLE LOCATION �a� LU it-\- SEWAGE # �� _3i�3 VILLAGE__ O S2Y40Le- ASSESSOR'S MAP 6z LOT �r 7 INSTALLER'S NAME 6z PHONE NO. � `3 62 -3 6S� SEPTIC TANK CAPACITY GteLo /> LEACHING FACILITY:(type) 5 7'viL�° '1 7— (size) wl nt� NO. OF BEDROOMS �Z, PRIVATE WELL OR PUBLIC,WATER ✓��� BUILDER OR OWNER GtQZ /l/a DATE PERMIT ISSUED: /o 9061 DATE COMPLIANCE ISSUED: &-00 VARIANCE GRANTED: Yes No �_ � S - 000 (V ov 1 � l hoc hl O _ rf ., THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Dispnsttl Works Toast 'nr#uan rrrmi ;tT� Application is hereby made for a Permit to Construct ( ) or, Repair (X ) an Individual Sewage Disposal System at: g .1_43._BAYbexx_y_..Wa�t.,_..I�a.alaciQ........................................ . - - - Ass�ssar�..MaF_..Ql._Parcel._.-9--------------------------------- Location-Address or Lot No. Mr: and Mrs:_ R ,oh rd---Loglhorn.............................. --4Q_.3ay_b_err_y_.. ......................................... Owner Address W i Installer Address d Type of Building Size Lot_142,,005±----___Sq. feet V ers Dwelling—No. of Bedrooms 2_. e_w1 if�.. ExJaLpansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures .................................... W Design Flow--------•-•---------------------------------gallons per I§Nxm per day. Total daily flow.....UQ---:__--------------------_____ lons. Ri Septic Tank—Liquid capacity__1000gallons Length$__.'6 Width___4_- :10 Diameter_____-_ _______ Depth_. �_8___. W Disposal Trench—No_____________________ Widith,__.__..____._____._ Total Length-------------------- Total leaching area....................sq. ft. x Seepage Pit No--------------------- Diameter_6__.14�2__§ epth below inlet____________________ Total leaching area__189_........sq. ft. Z Other Distribution box (X) Dosing tank ( ) ~' Percolation Test Results Performed by...Chris__-Jolly ______ .. JF:7.7 ....... Date........ aTest Pit No. I____<_________minutes per inch Depth of Test Pit.....16.1........ Depth to ground water.NQWJ =tEred Test Pit No. 2................minutes per inch Depth of Test pit_____15......... Depth to ground water.N�_)1 mterod P4 •--•---•-•---------------------------•---••-•-----••----••-••••--•----•-•-••-•-•--------••--•--••---......................................................... 0 Description of Soil....Medium Coarse Sand ---- ------------------------ U ••-----------•-••••-----•-••••••---•.............•-••-••-•••---•••-•-•--•-•-....__.....--••••-•----••-•-•••-------•--•-•-------•--•••-----•-•----•-•-•-•-•--•--•------...-•-•-••-•-••-•---•--••---__•--• W -- ---------- -- Re-......--------•-•-•----•--••-•-•---••••-•-•••--•---•-•----•--••---••••-...--•---•-- U Nature of Repairs or Alterations—Answer when applicable...__.__.P:_aCe existill Ces-- ool with Title - x --t ---g-•-------- ...................1th.--•-••-•-•--•--•- 5 sstem. Agreement: The undersigned agrees to install the aforedes i ed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Envronm i tal Code—The rsigned further agrees not to place the system in operation until a Certificate of Com n has been irlelm. f health. Signed .... ---- -- - --- - --- -------- ---- ------------------------- ------ - --------------------- ----- Date ............................................................ Application Approved BY (� 'l® � r� Application Disapproved for the following reasons- ..............................-----------------------------------......................................................... ........ --- -- -------------------------- -------------------...----------------------- ------------------------------------------------------------------- --------------------------------------- D PermitNo. ---..?d-.....---- ----------------- Issued ------------------------------ ..................... ate-------- Date � �.�•;� 5 , .,`� !"v{/t - '�'. .. vfkr 1, ti FEz .V - _ THE COMMONWEALTH OF MASSACHUSETTS �/ r .; BOARD OF ] HEALTH l� l,G`;7 r TOWN OF BARNSTABLE Appl ratilan for Disposal Iforks Tonstrnrtuan erntt# , Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: t/, RaRr ar.rn.r t,7aar I.7�anex�n ,/a��oa�n -cam Man Al 1�arr•a� _A.................................... ................�..._s.= ._.....y --------------------- Location-Address or Lot No.. —Mr_,__Fdxari Mx•� Rir�harri f�okar�rre /a!1 RaR/}�r�x•rcrllxa...................................._..... .....-•.••..............................�,__—_'---•--........_........ -;•.-�-.1...�.,-'�?�-�'••,.- Owner Address W Installer Address Type of Building Size Lot__ 4 O05t—•----Sq. feet Dwelling_No. of Bedrooms2..l ar-P mLr .'..Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) ell Design fixtures ------------------------------------�� --•-•---.----------•• -- W Design Flow.... ________________________________gallons per person;per day. Total daily flow...... 2n_..___._...._..__._.__......_..gallons. WSeptic Tank—Liquid capacity..!fflgallons Length.&-6'... Width-_-A-1 01 Diameter--------------- Depth...5.'.-51I.. x Disposal Trench—No--------------------- Width.................... Total Length.................... Total leaching area....................sq. ft. III --__-- Diameter.h1.20 t.ar a th below inlet.................... Total leaching area ft. � Seepage Pit No....___�._.._. p g q• Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by....C.1?x'J,s_JTAl t.......P-715.?.-?...................... Date........ /5/QO......._...._..... a Test Pit No. 1..... -___-____minutes per inch Depth of Test Pit......16__........ Depth to ground water.-� t** (i Test Pit No. 2................minutes per inch Depth of Test Pit------a.5......... Depth to ground water..n ..%_v&j. �+ --------•---------------------------------------------------------------•-------•----...----•-----•-......................................................... O Description of Soil....Medi1'm..C-Oa s ..Sand•..................•---•----•--- U ----------------------------------------------•-----------------•---------.----.------------------.-.---------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•----------�"=-- U Nature of Repairs or ?dterations—Answer when applicable_-___R�T' P__P2- St-i--?�_r'QGG ).._3_7j_t-h..'1'j±_* ?___. S sust�" .st --------------------•------•---------••-----...---••---••-------........--•--:•-•--........---- -------------------••--•--•...--- -, Agreement: } The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to jplace the system'in operation until a Certificate of Compha cn a/has been,issued by the board'of health. Signed ------ �'h --�/ ...... '----------------------------y. �........................-........---.....................--.. Date � Application Approved By .......... P.� ...... + Application Disapproved for the following reasons- ............................................................................. ................................................... -----------------------------------------------------------------------.............................................................--------------------------------------------- ---------------- ---------------------------------------- Q Date PermitNo. ....... ---" ------ ------------------ Issued .-....-------------- ......------------------------------ ------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ` (gEr#tftrate of Graptianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( X ) by ------------------------------------------------------ ----------------------...................................................................................................................--------... ------------------------ Installer 111.1 RnL l-wor ;y L7w_ G7i nina an .............................. ....- ....------------............................--------------.......................................... has been installed in accordance with the provisions of TITLE 5 of�T�e State Environmental Code as. described in the application for Disposal Works Construction Permit No. ....-.....7.�>.'.._. h.. dated .........� ...... ....................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUMAS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY: � DATE........�0 J. 1r ...q1-------------------------------------------------------- Inspector .......... —� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No./ FEE,/�......:-.. Disposal Works Tun#rudion ramit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair (X ) an Individual Sewage Disposal System atNo. AaIsb..Prr.. Wain, [Ji annt....-••••••-••--......•.....•--••--------- ---------------•-----....--•---•--•-••-•--------•---•-------------...----....... ✓ Street as shown on the application for Disposal Works Construction Permit No. /f" !n- a Dated............................... ........................... _ .....---•-•......-•--......-•--•.....-- Board of Health DATE.......... -----...-•---------------..- .............................. FORM 36508 HOBBS Q WARREN.INC..PUBLISHERS r As-Built Chart A B C D ` 3 1 '-0" 20'-6" S-Tank Inlet M.H. 1 2 37'-0 23'-8" 5-Tank Outlet M.H. 3 48'-61 30-011 Dst. box 4 5 I '-7" 3 2'-0" 5A5 M.H. w w w-_ w w I 5 58'-5" 20-0" SA5'-M.H. F::xi5tjncj Dwelhn,3 © / .,, , - � : I hereby certify that all work has been completed In substantial compliance with the terms of the permit and approved design plans. The work conforms with • ST Existing M-20 1,500 Gal. Massachusetts Title�5 and Barnstable Board / O Septic Tank -of Health regulations. W s eslgn En sneer Date Existing Existing 1i-20 ,� .. . Irrigation © D15-5 Distribution Box Well Existing h-10 500 Gal. Leaching Chambers Prepared for: /!!!` GPI �/� 4� / }� John Falconi ! 143 Bayberry Way, Osterville, MA !! �// D CB FND. jH OFM,ys 5eptic As-Bullt Q APT o ,I 43 Bayberry Way, 05terv111e, MA I I 69 a 4 5� Prepared by: r �O�F FG/STE��O��' _ R I • sSt�NAL ENG CSN GRAPHIC SCALE <�Los Engineering 20 0 10 20 40 e0 1. P.O.19Or201 . hone:(508)299-3250 Brewster,AMA 02631 Fax:(508)548-5478 IN FEEV) 1 Inch = 20 f, Date:09/27/13 Scale: As Shown y: MLCA Check: UP Project No.CSN035 I t �� 00 01 .� OSTERVILLE, A.%Iy Dr rIxlNlanox - - r. MA . m buAarc+O ferN 1Bq- r. fR eJ4 t)_ 3 ..6 fAKJ DRIVE �p a LCCUS . _ 1 - l1vJo> PAVE L P� � n.TN YOV).0 AROGMC LOT 12 S N StA v ON rJ'--f J� 9 /96/®01/IEA01C1MM0EK5AV'9ED •TiTfrc _ _ I N •��0 D66 CON/LRArPWM FDUR/4)ROAS 10 > '//?/5,CA RISCO GAaw 136s G GARAGE 3.35 5EPT/C TANK 9-BOX LEACH CHAMBERS .. n.aaYrsv,drel wro _ i� naPo.ee FLOW PROFILE SAS �9" ..SITE LOGU5 NOT TO SCALE NOT TO SCALE KEY MAP RECORD ne s TR..A R$L REALtt TRUST SCALE:1'm 100 _ 05TERVILL.MA 02655 - -• CO-0wNER:1AOODOURN.R ROBERT JP.TR. . _ ASSESSORS MAP 91 PARCEL 009 ' TVENN MO)AD5 ARC36 (3616BO21 LZACII , 01YABCR51.xD CONNGIMMTON IN FOIIR W _ REFERENCE CER%:163399 t5' - REFERENCE PLAN:LC ZGG44011 ' 5.0�. -. E-4 .. LOCUS ROOD ZONES: PAVED DRIVE - ZONE A13 a ZONE5 B 4 C . FIRM PANCL5:250001 0018 D - D MA REV15M JULY 2.1992 P$ t ZONING DISTRICT:RF-I . FROM SETOACf, 30 >UPaenlam PLSC E`xa Abr /el - SDE/REAR SETBACKS: 15' CONSTRUCTION NOTES PLAN VIEW SEPTIC 5Mo"PER TOM AS-BUILr CARDS 1 ALL Y/ORA SH J ALL COMCRM rO T- CNM 5TATC RONWNTK CODE.MLE 5 01 O CMR SCALE:1' 101 15 COO),STANDARD PEAAREMCM5 FOR THE 9n1NG.CONSTRUCTION.INSPCC110r1, UPGPA:C.AVD OPAN 0,N OP DN.SITC 9CWA6f TREATMOIT AND DpPD9AL 5Y TCMS YID FOR TIC LI a9rmT AND 05F09AL Or 51"PTALE.YID"LOG,L BO iD Of HEALTH .r0 RcG tloms 2.1 ANr9rmc5nTDACkAfON[NrINSrAI{LDINAtOGfIONWl1CIETntu;SPOrENrW 'r. LEGEND POR vCMX'LES OR MAW ECI I NT TO PASS OVER IT SMALL BE D-GNCD W WNh9TMO O LOAaNG.V N10ER AN IMRN0119 SURPACt,9Y5rW STALL 0t VOCrzD rO!IY ''�!rf- A EXISTING 5FOT GRADE A W 2-5 PROPOSED SPOT GRADE 3.)TO M-R UNEKN SENLDG,5CPTIC T•W5 5rwt BE INSTAUEO ON A SrABIE Hf'M/ EXISTING CONTOUR I -24- PROPOSED CONTOUR M[CMN1AWlY{OMPACRO SASE Ox 9Nf NCVS Of CRIRbrYD STONE. - vl/ , - . WATER SERVICE UNE -O- OVERMEAD UTILITY UNE5 •.)COv[RS OVER IM 1NLC..V.O(NUM lCtS W TM Xrt:C TAMf�iM1E O15TRIBUTION SOYA tEA:V flf ABSORPTON ST'S!W INall 0C RAISED i0 RnTMN16'Or fITMt GT4DC. - _ UNDERGROUND UTILITY LINES LCAOnuG INCLOSE IRDTCJI[9,AND OMER SOl AB50RfDON SFSTCN6 WrtnOUr KCE55 � -c- GAS SERVICE UNE V.vTnOlE59MAD IMVC ATYTOME BOTTOM kAIISOID 56Tw V5UM WTI .' SYSTEM DESIGN CALCULATIONS - °vC nPE PWT. VfRI1 C 'TO ME BORN W TR 9M AeSORfnoN 11- hf.A C.V.TIED wrtn MAGIS(IC AINWNG PAPA ACC65101E TD WRI11N S Or nNK GRADE. LOT;2 EDGE Of CLEARING SDZW v 110 iWIOWR[OIRAY-JjOO V Rra NkgUAG/,MIN OfSrOr/3 / .-1 J I;,e5 9 r- ' FENCE . 5: 1TNG 51V41.CO16C5T OF.'9CnCOLIIE.O P/C OR_EWNAL^Jli.PTP.SMALL O[�On BORu/,�I/O CPD/9CORLG.-3lO CM RfLN/RHJ / .u.)or tia.- A (E$f MOLE LOCAfiON A NIMM444 CONtc1UCLl9 GRADE OF NOT LE55 INN 2%FROM TM EWToNG TD TP.E 5CN^IC TANK AND WT U55 rn�vl 1%CTNONASt. StNNGE 0E5 nCW/ROV- 1 ,W410i AD3W5wBm 1 / •� / / 5: SEPTIC TANF' CIOMI.f `CN M'"MR/4/90"6 FIVE 151 UY/5 EACH. No W DISTRIBUTION BOX 6 101S� AIDN LImrA TOR THE SOR ABSORPTION SVSTW 5I 1 BE 4'DIAMETER SA9 SOIL ABSORPTION SYSTEM SCMOtAE 40 PVC(OR EOINALENT U>D At 0.O05 RAR.LNLE55 OTktMIMSf HOMO.IM[S N-//390/O.fIJ/r4.O n.Afr//5.O iR-II%C+:T wm / \ \ -If 'C. EXISTING UnUTY POLE 5M-BE GLfPCD At CND LM A51`DTED. AYQURPED/10 FROv/OED/ \\ O ❑ EXISTING CArCM BASIN 7.1 LIN[5 PROM TM DISMW TION e W CC I &FORME FIRST TWO(21"U BCrORE 355 OPO PROv/OED A MO OPO Rb^IARED / \ v\ O 4 EXISTING POST UGMT MCI G TO TM SOIL AB5ORPr10N 5Y51W O19TR1BVTOx BOX SMALL TIE WARR ItlrzO ro ASSURE EKN O19TRIDUDON. SEPNCMMCO ACr7YA['oRRED: J"rWGIXICO%a OOOGEDREORRED /`�� C.:IRON TO M•JSW AT ALL FC1TO5 VMM PIPES ENrM OR LEAK ALL CONCRETE -W MAR CAPAC//PFRDYJ . /5LA7 G4UaV.SEPFIC I K SFI•LIRURtS IN ORDER TO PROVIDE A WATCRTIRO 5GL - - AGARBAOIWSFOSAI 6•WT/PRM/)/fD urm m15 pEyOW nD1v 1 ��_! . 9J MEAvr[awMDTr SnAu Nor is AILJ1rED TO OPEAAR OVER TM LIM1n ar rnt StWAGt ?�1 f � "A DL5105nL nsD WRING TIR COURSE Or 1O3IT5TRUCAON Of THE SYSMM I _ 10.)IN ACCOROUT1 MM 310 Chet 15.221,ALL 5YSTW CCAV OWNIM SHALL M W ARRED ! I- �, +^. , vArM MAGWIC MAANxG TAPE. - GARDEN y - Ga>rT'95 m r s.sreuRE ARCNO t11oVM YauvdtnlN Tao or THE PRpOSO SAL AeSovrDN �1 OF ,,''- .Dram zzlJ N 0� p a i AeAmmre rS�Amar 12.1 FROM MC DATE M THE IN9rALATRJN M W SOIL ABSpIP M 5YSTW UNTIL ReCOPt TE5T HOLE LOGS 1 5 T°PE.2- 7 OF THE ctRM n Or CO--Cf.TPE PE ETFR SHALL W STYLED AND PIAGGED TO OF !RtVCM 1 Of Tnt AREA RMt MAY CAUSE DAMAGE TO TM SY5RM. 15E .b L9 110AM - R^x.c0/xa Nwe IIJ UMDAj. . :o r1 cMD ACR 1KX NOT IDC RE9F0160'A NOR TIE a"AS Q51GMD UNLESS 1 \ D CONSTNURED A5 SMAVN ON PAN.NM LHANGtl SMALL K APPROVED Ix WRRING 8Y it Depe: La/ar Soa Oar 5M Cobr Cammur> (( W - Sr ` LEAS 1 nA'C D6Ca1tR 0" q�, TWEE %l 14J TheW RD Of Ol LI AN R DE51G r6PECht D S ALL CCVSTRUC-IN AN AGENT W J'd A Mcdom l0+^5'SA-a 101R?R � ,tB w TM[SMAr DI M[KTI Y5 711L WS TuST T7It f MOOD R SNNL NTH T Y IN WRNNG TNT B'-11' ! MceM+IouaY STMu I OCR 52 (y/ TM SEWAGE 019Po5Al SYSTBA'MAS 6 MOLR5 AD A Nct NO TCE WITH iM TMO. OP ir'L 1'.2e D -4Yn loAq-5>M I OHi Ifb �tL ; o/W Eq'a TP-1 - PCRMIr AND TNT[AIPRGV:O PLW9.40IMDLIRS ADVM'Q tgi1L[B RECUtlRD. 26'-12P CI a.w19rM 1O1R SK Iarc®51' � r\� aL'e 15.)ICGLTOII Of UTRRItl 3 AMROYIMAT[AND CONTRACTOR SnNl X RLY0ITSIBU FCR Ma / '0 � �i i i - CRriI1NG TM LOCATCN OF ALL UNDERGROUND AND OVERnG T PRDR TOO UnUtl Tafl Holt a2 2L-IO.O_I = -TP-2 � - 1 CR CDMNvCNCW". OP AM wmc Tn15 MCl'JOES.SLIT IS NOr LIMITED TO.ROMMM TO 01DSAfC,ANY fRNAM WUtt COWANM.AMID TM LOCK WATER WAOWNO. Oeptb 14N 9pT 0aa 9w Cob Caal.uu> S1TlJ lrw*Or 16J CQYtEACTCF,S L vE ITMT rya WAST K5 ARE 09PJ W BT W M TOTING C.3' D S 2 *' N 91S JMV DOW AND ASSOM g \MMIN rM LM[WxG PRT02 t0 J.STALLATIOM OF ANI 5ERIC WWFMICNT 5. 3':T' A M-low/5,b IOYR 2fE o 0 )'-ID [ rACOAm Io•°YSW rOrR'V2do �`� 17.1 CONTRACTOR SMALL vfnV CXBTING �INVERT EAIDNIS FDCR TO INSTKUTION OF cevnoAmy O-3v B M l $A°d :OYR 4l6 ORIVlzRgzwAfL= 4M' ANY MKIC 5Y T&A COMFONCNT5. JO-1Oe' C 1 AamNn 5,w 1ID7R SIG G r/Y>a / }gRpgOML.BBB,N�,yt OB6TB ' 1w'-120 f-2 nlmdr°Sm !OIR J3 / ±� - 1 0Nt' ydaDnlplRKTam . 16.INSTRUMENT 5URvEY CONDUCTED FOR PROPOSED WORX ONLY,51E PLAN SHALT NOT - M USED FOR 5TAtING,OR A OTMCR rUNID9E5. DOC or M5TING: 0575013 1a1.01 a 'e CB END. 5C1L!VAWATOR: mGA,J"Pwro.P...CSII ENGINEERING - 19 1 TR15 PUN 00t NOT CCRi1P.',GUARNITe OR'//ARRArn COI-ce WN XEOCD OR SDARD OF ME L:n AGEIII. DONNA N1ovANp.BARN51ACIE MULTM OEP'011E T I \ ���///��� RtV x 042d 1 J'Cbreca Gcaae Oc>npVo•> MC 2o1NNG B III5.SPCor1CALLY,SLIT Nor UV TW TO.VWUNC SVUCLS AND WIL-1ID °fR 110N IMTe. tC55 THAN 2 V.-CM IN'C UKR5 \ _. G l MOGM'eSTR N5.DMEtR 19 RE5POACMLp rM CBTNNWG SUCH A DCRR-110v v ,` Prepared lor� - FROM rM APP T'Ro mm ALf,Mc . N0 GROLINO.VATCR[NClw fC G / \\ - •..91 69 8 John PakDN 20.):t 50R5 DIFFER FROM TM05C 5P.GWA N TM D$OILS LOGS,ao-trbvC!R 15 fC Q 1 / NTSFECT TM 500 MDR TO rROCYDUIG MT11N5TALIATIAI. 143 9aytreTry Way,0SeeMMI1e.Ann 21)!Y15T:NG 5fMC COAVOA:NT5 TO DE LOCATED.PUVPCD OW.FILLED W fM CyfAN 5AID PIOP050d 51te R Sewage D19posal System AND ACANDDIICD IN PLACE.AREA r0 X COMPARED T. aNNIMME$[DUNG• I CEMFY TnAi : AM CLRRft'TLY APPRCt2o W rM 1 43 B W] OStENWIe,MA 22.1-STING WPMEOMOxtNT5 TO Bt REMOVED.ANY COWAMNARD!Oh SMALL Be 30� 15.01 Of OLIcTK5CROtvv.-.0.S�T-T GO o? SITE PLAN ryOe� y . REMOVED FOR A DISTANCE OF FN[(5)RR LATtRAUY FROM MC'OIL MWAY TON 5Y5T+ ;.4 SAL ATTAtY95 nA5 B[W F_Rl03MID er ME COx519RNT C B 15 aZ atiV SCALE:1,=20 PrCpatsd Cry: AND REF A0M WTn CLAN 5ARD AREA TON-COMPARED TO MINWmtt 5CnuNG. vnTM THE RCo111RtD TRNrvIG.OP[RT6C.AND CPERIENOE - EL- ne OG` J OO` 2p gnoRy Raep1 Now DESCRID[D IN 310 CWX I5 017E 1 PW/ Cf,C[RTP' MAT TIME L q /�I .1-MA , ` ATTACrE OF IL SAL CVAINATAT A5:tMMUII D ON IN -./ h I �oO(,)" @Me . ATACPm 5011!vA_ CVA I-0:1 ARE ADCURAT!A.vD IN /�//_, Alk ACCOOVKC MT"310 CMR 15 100 MRA/GM 15.107 - - ` PR � films ._ aysrtcoN NDTC, d,a.' a CB FIND. P�9 C` 0 20 40 GO . PWOR TO F:rl4l 11TSPERION 9Y THE E.vC'LEW,SY COV L.nda J.Pmto.Certlhed SD I EVA11MLd RA.eaa M30 lb- (SM)J99-0Jf0 NEEDS TO BE COAVIETt 1NC11GID fWIlOUr PCR COVERS. SCAR I•=2b A.M.WIISON ASSOGatCS INC. ieatcaal AU ID2JJC fu:PEON Ile-fal6 , C: 5M a1-B.10.'A-N o'WS nan.a.,q 508 420 9792E FAX 420 9796 OSTERVILLE, MA .. ' ,a o rwnwDaN x�eN.re.a�a.Aave. � I' , ,, _ •.. 1 � ' ,. a.e eew ..Pem�nx rAy rd.mPNA: • r. / 376 t wEST TAT '.Q`` PAVm D1fjK B loQb 1JPr Y4 `. 15 Js J /9 fn /5 LO TT Pam t St.� IP� 9 c V .' P'R Dm b14 /J AD L i----Ix eq+-� LSG/I.T�IIIUP/OL4NLIBC5 N9D cc_, -°°° NANIw' G6. CCWNQ1"0 mrV NF0""Va/4J AEOM9 - / / i O5$TING /scvGAucw m-zOASmd/ crmr(s/au�ra�¢s SEPTIC TANK D-BOX LEACH CHAMBERS ll `�7(� � r�y�� ' D?s _ SIT FLOW PROFILE I I g7roG3e TT NE OSCALE NOT TO SCRIP RECORD PROPERTY OwNBtS: KEY MAP LEGHORN.RICHARD 5.M R 5 L REALTY TRUST _ SCALP:I'- I DO OSTMVILLP,MA 02G55 ' CO.OWNM MbODBURN.R ROBERT JR TR. • ' 1 ASSESSOR`a MA/91 FARM 009 . TWOTTY(20)AD5 ARC36NC MG I GBO2)REAOI - - _ - REFERENCE CeRf:163999 CNAMBP%N OF r O Ell U NITS E w PAIR NI - - ROW9d rM 61IR515FM01 REFERENCE RAN:LC 26G4-All T s.o S A 3 0 -. SePec LOCUS FLOOD ZONES, .PAVED DRIVE• ZONE A134 ZONE554C - `� , fnW PANGS:250001 00 D ;- ���Gao n_ ._ - - MAPS REVSED:JIAY 2.1952 - D�- =:t 1 _r`� ZONING DISTRICT:RF-I FRONT SETBACIL sO 51DP/REAR 5ETBACKS: 15' CONSTRUCTION NOTES PLAN VIEW SEPTIC SHOWN PER TOWN ASBmLTvRDs suLP:1 n I a 1)AWORKS rANPORM To M WATT OWIRONI.WTAL COD[.TITLE 5 Is 10(AR I dLLoom STANIM®RCOIAROACN6 IOR M STT .CM85TRMTXW.VaPECTIOI .. UPGRADE,ANO pBAABIad d 014-517f 5EWAGF TKAn AND D6rMN.5YSTEA6 AND ` ♦ . POR M TK%%WV 0 AW DBPOSAR OF sEn m.AND M LOCALE BOARD d.MTN .. . RCGwAlrore. _ w - B 2.)AN,3EPDD SYSTOA COAIPOIIOTT w3TAUlD IX A LOCATION W„EK BEER[ ro1vr1ML / LEGEND FOR VMC.25 OX0,2AW.COMMENT TO PASS OVER 1I"it H Df51dQO TO WIT16TAND - tl AN w20 LOAONG.P Iw=AN WeRVNC15 S RFACL SYSTEM 3 of ND1rzD To M _ PRCW05n5TING SPOT GRADE A-05 NL. a+°+ja/ z..s EXISTING e 31 TO A ALZE UNEVEN SETTING.SEPTIC TAWS SNAG BE WSTAM ON A STABLE �+ _ MOJIANWAUY4MWACIED BASE ON 50 Wo d CRIf.A=STONE q Y —0� PROPOSED CONTOUR c 4)fDVC29 dA7<M RllCf AND GUAR TEB d M 5[PNC TAM M o6rRIBVR7N BO%. ' —W— WATER SERVICE E LINE 1� A,A M SOR A1T901PnON SISTW SNAIL W9D TO V4nYN r d FNAL 6RAOC. —0— GAS SEEM E ILITYUNE LINES LCALRNL FIBPJ,TR[Np,6.ANO OT16R 5O:ADSOBTION STSTB6 WI1NOUf AC1,7� —U— UNDERGROUND UnLTrr ONES M "'"L"AKUI '°Q"'BSPE`B°"'ra`T°DI�"G°'rERroR"'m` 5Y5TEM DESIGN CALCULATIONS � V�LLM FK PPS AA®VOtfICAILYro M BODOM d M SOIL aD50RAUN SY9TW WTM A \ / � ��./ Lot 12 ! �/`/`i EDGE OF C1.eARINC+ .- w.nDwTnMAelLeneMAR1uNGTAA. ^^�^"rTO WTnW1 s•d FwA1 GItAd. sOd%EL>01:NPIOWRLOI/BB'DPO®rDONROet/ACRIoiVLLW.N9 \ // •'�-: b�.' ( FENCE 51PvnASIWl CON50T d4-30SOWl 40 TVC OR EOOVAUNT.rRE SNML DC L/W ON eABL9®//o GPv/aDDJON-AA76m REO(An9 1 _ TEST BOLE LOCATION A MW5MW GOORBIO6 GRAD[CY NOT LESS T-I 2%FROM M WAPMG TO M SEAG SENar7OBAW RO✓P�,NIEWFr12e5ADS LAM NBCD '• .. ' � 5LTT1C TANK TAM AND NOT USS 11tAAT N 9L ODRRWIse. �. 5" 501L ABSORPTION STSTDA LC'RYQALOTCVM/LYIR/1/ADW9O/IKB/fA6lS fAOG 1, O \ q, E705nNG CunuryATCH POLE G.)PSIUBUIION IDS FOR AL Sal ID AT O..ON 3TSTOA 9NML Of 4.ONM NOt - / \. \ a 50®IAC50PNCAREO OR IAm AT 0.Offi ART.11111L56 DTiBRVAX NOfD UIR$ YL (/990/O.7.4I/I4A/rsfO/5.01//a/d GARSR0I4 I -'0 ❑ sNN1LarAPrD AT ENDMA AS NorD. Kux.EDrznneoau®/ , � � )� � - _ ]� EX6nNG CATCH 8151N .ass CFO PW.IVEV>AWGMMXEMP / 1A, _ ♦ \ ♦ BoSTiNG POST LIGHT uo6 FROM M OWRMI LION Go'TO W LML MR M FIRST TWO T2)FEET BEFORE zz.- PITCW O To M son ABSOWnON ST TOR.O9TMWIION OM 51 N BC WATER TESTD TO _ ASS=EVEN VERMOUDON. 5dT'FUC rAMc[41d{OD'LYDTARCP 9.5M CPDx2G7W-6000 CRlAZOI.BPfD 1 )/ - `�` ` �%N�f� d BJ GROUTro BL u9D AT AU FONR9 pOBRE PBB FMFa aR1lAK ALL CONCR[rz SB/Y rAAACAPACIFYPR0V0� /5'MGNLLY/.PIA'TAWS ' 1. S � \\ �`�� P'W - _ , 5TRUCnad5 N ORO M TO rROVIOC A WATERTIGIO SM F .T / \• 3`W_ A GM54ff DM GW(B AOr POO"M Ilnl 11E5 LT%GV BOW J / / 21Y3 9J NrAW FOICL0R st1AIL NO Of ALLOWS TOORRAR O OF TM 3BNAG[ ITBI69AL mD OO OWINGINC IIR9E OF OF SYSTEN.OA. IOU w AODORDAMR WTN 310 Oa 15.221.All" C,QOOx SMALL DL NA MO j G ARDN r r :• ` 1�' . W51E1 wdi MMNwNG TAPE. I 6uby�P�lb Ar 1 I J,NBLC AK ND RGOWN WELLS WPIIW 100 d M PROPOSED SOLI AI60RPnON - ) / AbTIa.N�Able,1/ b PI"Y� I - SvsroA. (/ OF 12 I FROM TM OATS d M 56rAMATAN OP ra 501 ADBORPIION SYSTEM INTk REEOPT TEST HOLE LOGS � ' a TDF��22s= OP M CM71CAU d ODAIFUAIICE,nQ PV VW7 R SHALL BE slf P AND RAGGED TO i / `-.. Em'4 GaTpW/atK t• - . PREVENT Me d M ARE TINT MAY a,I6E OAMAGL TO M SVSTML Tede NWe I I K�19 22) ( Ll \ ,Ids 1 � o Rawaf 5x AHb/P7J 19J M IRSIQIDt ITQL NOT D[ALYa19mlC FORM SYSi[M AS 11GO1D Irnw D�5 IA,- sod a.. 9eA Caor fem�olb \j L \ $� p0" "All: - • F., OP fAMS11ULrz0 AS YIOWN ON RAN ANY ONNG6 9NNL Bf pPPROKD N MARNG BYM •/�l ,. OtlIGi1[R /WLJ• I41 M BDAIA p KAL1N REalSI®wSMMON d N10OBn ECHO"W AN AGSM d w,!F A YrM Lm^Y 9NN 101R 2/2 /GB. "--- - e-I r [ AMO.,a LmNY SNd I OR S2 +. I/G M BOA1m d 1GUM ARAM ITp1GNCR M Des"'QA}IMLLCOOIFT a VIW1INIG THAT ra SeNAGe t5srosdt sTsw WAs LNSMOFD w ACCOROWCE WtT1I M rzRd6 d M r r-zc D A1f�,An Imq•9m IOTR fT70Ai AMD M APIRDVD rIN6.4D 11a1R5 ADVANCE NOTICE 6 REM""D. M-I ZO CI Mecum btl IORc SK Pec®51' J \ 15.)UKITION d Uf Wrlm B MROI.NR AND CONTRACTOR 91WL DE mrola1Dte FOR ieut IHo/21a�10821 / \ TP--2 0 ' o. i^j P4rb lO DEMPAMNG M LOCATION d ALL UNDDYFOUNO ALA DVBBtAD UTUT10?R OR TO - \ I.OML®OCOIBTT d ANY WOtF np tl161106.DIR D NOT UNTO ro.PMA STS TO DIG'iAR,ANY A' Llr CaiBAA®,AND M IDCAL WATER drARMaNT. De14T: lSUv 9A arcs Sad Cab CanAv:m /�/.. ^9 lRAtG _ I GJ COORNTOR SINLL VSJN TAC AU%"TBD95 AC COR6CTCD RI WNTM TE5Ti BIG ,(.,l. VAf11D1M DW41R1G PIDOR 10 wsTAWT1pN p AN,sV1C EOwdfllfS d-r A AMlwI®Y9Nd 1O,R 2n ` \ \ a' N SOU*DJ. 7'-10 a AYdMn Lmy SW,d 101A s4 \ �Y_Jr . 17)CONTRACTOR 9 VERIFY ODSnMG MWM[IFVATIa6 AGO!TO RMAUATNTN d Pa0' D Aleb.n LAwy 9>b 104E 41G - _ _ \ S11�D .fllm L ANY 5ww SY9TeM COIPOIENIS 30-LOB CI Ma6Ac 9arM IOIn SK / ` \ - - IC0'-N CY MNPn 9m1e IOTA 66 \\ I D)RMnI ff SURVEY CONOUCYDO FOR MDP05W WORK.ONLY SM MAN SNML NOT \/a,, '\ dNIDI�t41R ue Raw FOR STARNG.OR ANY onex ABBOi6. wrz d/ESN16: 056019 W14010 C5MD• sat EVAUham LAIDAJ.nwro,rz.CSN EW.W ERNG \ 19)I1tD ruN OOt.+NOT(yCTIY,I.LARANIG OR WAKAWY COLBLIUR;E WTrN Demm OR BOARD d MMTII AGENT, DONNA MORANa.BAFJ67AME KKTII 00%97 Wf 20NDIG wUW3,y[�IrNLT.BUT MDt OOf®ro.s100016 5CT5AOCS AND MA DING PO M ATM RATE. LESS TTVJI 2 M MI1O1 w'C LAYERS / \ \ G�� �' nna,r RBTRIOINXB.O qM 6 RCM.5 X FOR OOTAW94 SUOI A OETULO TMN \ FROM M A-mme Te N111N1RIiY. No GROUNDWATER eNcouxrrRD /- t9 \6g•�\` \ -Y .Y,O A . \ \� 143 tfeyeeNy w r,oxov+I4 MA 2D-1 R Sa15 a Mcm TNO9e 91a9T1 N M SOILS LOGS.DESIGN ENWNKR IS TO IN91EO MSa19 FRIOA TO rPDrlLOD1G YWTII D6TAUATI N. 21.)O55TNIG smK rA1AONENi3 ro BE LOCARD,PIAOD ORY.F Wl CLEAN SATRD \ 'O PMp0143 gD.I�yber...rJWay.B Deposal A AIm ADM D01®w PUCE.AKA TO M EOMPKIFD TO MIIWE SERING CFRI F ,NT I Al CURRENTLY APPROVID BY M yv ? SITE PLAN I a3 wry •/•-ter.ale.MA RTMINT PROTECTION I'LRBIJANT TO 221 n16TNG SEFM COW.TO BF ROAMED.AN/rAWAMINATD 5M s ee 9 O s o 7 TO CDNPJr,T 70R MALLWCN5 AND TNT RO10VD TOR A OOTANC OF FM(5)rST LATOMUY FROM M SM ABSDITAN SYBTB/ M sm A4AY56 HAS DEBT FMFOM Dry ME OOMMMENT 'r\ �•\82 1JV v' SCALP-1•-20 • AND PIMA=WIM CLEAN SAND.AREA TO DE aTMPACfD ro LmNd@ 5[TING. W M REDID®TLNHM,MWERTM NA OOW== 6 IW--.MA .. DesWem N 3to CAR 1SA17.1 WITHER CERT"TNATM n O A/- �mN�•'� RESM13 d W 50L EVAUMJCN 05 waCATD ON M 4 5�` OOa- 6ae B'°� ATTACND SM NAWATNON FORM.AK ACC1Mrz AND IN TTII W1111910 aR 15.100 T)IROUG"15.107 pP�G j •�f:r�T.�?�. .Z!� 1T6rKTlON NOR FR1L•.ro rDIAt R6PeenDN BT M e1dONE[A sysfod UPRrtB,CCr4Bfd SOd ewhutOr P.O.Ia EOso :,Tmr:(NBJ lD-!mD rP=TO pM Ws,Ec OwvrT1G eNamIW Pce COVERS. SCRAP I.- a M.dlfl1.500/\950CI8t85 If1G �it tSLT DTS]B :/Nr(son 5r5.5o5 1 c+LSNAw�aTea.,AAr.'-Bw�,rSDB w.e.•8 50842097921 FAX 42D 97t5 D,,.�.pylul9 5vlr aSNa.,Br v o,ue WA n Ne ow551 i ` .f I�u_. 3E-1�1'/Y ,- , ,—:_-.p•1 (891�.. �.�._.. ._ _. _: _ �� . I •-o• s•_rllz• - ''-"L' r. l� 1 z o•� �.pF. .;IIu iAlla ium _... _•••�. ___I^� - I lrncr or 11 i Sob ( p, C.J.Riley Builder Inc. Living R.O. I; -�- ' +� - `. .,p 108 Wianno Ave. �--�^ Osterville,MA 02655 Bedroom 1 7a rbl 1'.r •r r•r vs s �:. , Bed® I f — v1esT Moon rfl $).' i ' I '�'�' � T-1-r , n T I• I � ' Il A -..bLiP ltalli 1 ` . 1'1 1 I I+„1it0al EelDN 'a1 11x As• vl -c_ -c n - ' ,: ,.� _ clime, '��% �,—• -_--- - - - �- ,> IY OT%TY0, ---' - Lal rn,,1:01}TY l�'�;i {/f illr,l W •^-� �. LAI;IACl Ol tll'I: - �1 �I � � �I" r-,�yr _ , !�• T rf g'.Ir lr. a,ct s.el,r zlfz,r •'~ t _ � w - -'�• �` :2 Second Floor Plan' _ �N 1 .. t BALMNY I @,_Q�sQ�pr Plan AII.�W _--_= w f•TSf � 1_ A:-r_:._-.�__ .: ' L'��W.2 '4!__— r:Oml,�,n A¢a,acr:hr _� _ l ' Falconi Guest ~ -' Residence ti i' 8aybeiry Way, i °�.�-•antsoir , o 413?S K-►. `. _J, Osterville,MA,02655, ...- -y Tom•II ;- Floor Plans and Roof S II2 - 1 $CALL' 1/4' = 1'-0• r i - ' - Catalano Architects Inc. - .rrA<rt?',rtr.--- =. � e.:: �ri�'ra7�i'=- � C t 1 i« 11, Broad Slreel ! ,ruPPu,u.,l P j•S Q S1W+ ae'61/3387447'0 � f 'mi1e617P2 AR -33b-hfi39 "P�11 • - 1 c� ti --! 9'rl �1' 9._11• Plan C- �` I■0 GnRlFS 1.(1_ROOI ' — - !F'eli PI :NLn iEI`AF' - _— wo[Rtuc^rLh um: 'r! ry_ rl .Ih•r.[uvn s,ctA rrrAT[r - f 1 y. 1 i 1 1,l IC'll GI IS Rf ht'1TFO A•rU vAlII111A511 L\,/ 1 1 F y 1 ! 'yi y1, S RF-IOI VFf 1 I YJ`Ukl • v-k DC[.SPV,1'(O IR I—� S 1 ; y r y 1T./I' ? i r [ y' 1 yP i 400 [)vFlt l(I A\nlIP.1111[IU TI'P yoi FAP". 1.CAt 1a y" .�. y ,x. —I -1- _ilaueLi•wlvc ...ALL.CIJI. .�..-; ;�,• _ - C.J.Riley Builder Inc. lg'CFRI CR I)EBLUI }nc' Oste A 02 }OB Wianno Ave. _ rville,M 655 Second I'Innr mini l.o-w.tlr .__. _. _. ... � ` • FIITt y`•' Fist Flmr ' --_—_—, slY(27 BCfAN&`IY.N'AI I. - ` .fN.ItA1Tti . T,O.food _—,— —_.—_ .._.1._ _ - ... _ uw.. 1 A Footing 0117.17) West Elevation - • . ' 1.o.Roof 5e 1Tnvfkt NR11 If AIR 1F SH IF(FAT EASI Cf lfl1I.1 EU - ,1.1][RED COYYLROPE'J i { } 1 • F1 ( IC LENI.1111 RI SUIIIUANO „Wl+rtAtNalww y1i 11 t ) 1 1 t [ 1 1 i j r IR C GF.R CF6WtTLP SHII I.n If'P, - til _..Ii y 1 -#" Hilt i. 1 t rtsy�?rit9'tra! - 31 ,}ft o it;, r tl p S (o tC`Ca LalRrm Archdecls lnt 1.0.Allis 3t,t}J I .1- 11 ll 1 1 1� yt r ' tt t f y�ii L 1 :�' tlisa "...P�#1 F#i[i - i 19'-9"Y - _ r r I 1 t -ei i# 1 11 4f1 111 °.E L tt 1 L I{..- l:- rl,.rl 1 ._ r .!,.,.•.,.?...t L 1 F l= .�1.;...;{} 11 ..,, .._.., •_._4,. :t-. ,3lii2. 1-4: Falconi Guest Residence L_ '•t I•T^ IG[rPTII.FAUf:P111L } Osterville,MA.07655, t __. y Ilnll ROUND COPPER CUIiFR S err y t TAND oo\wsrOU1 ARoano FNINP _ Second Root .- --•.+- Second Floor "I— —_—•—-— — — - - - --- - - - �--- —-—-—•—•—-—-—• +10�-1- � East and West Elevations HP-11 CEDAR '_1 I _'-� "r" }" " a - -•t__` �`i"'. :._...�, SCALE. IN - 1'-0' 1-1 Ell IJOAR LATE: 6/10/13 ` —CRo1N:8,RIN "P. "All m - .. __.-.._1_ - - �'- Catalano Architects Inc. first Floor(22A — J,F6.tfloor r)t :p P— .:.: 1 Massa Imlim 02110 .,.. T_C Patio :"�ti- on. p0,7Mf.Wt#' ----- - _71/:I (2(21.s4') e..: '• � one fill-336-7447 ' o MYVa"IN • !,N{1PI >6 T�.O.FOOtin � _,_ .,._. ._....,__. .I. ...—_—.—___.__ T.C.Fooling ¢ 1 f''39 ��..• i 17.1716'-p-�' .. - -�-.. `._. .. ...— ,.S--.o„(17.177 l CJ yw levation&�l � - • C.J.Riley Builder Inc.. 10B Wianno Ave. Osterville,MA 02655 1.O..Rid I II it II 11 '-ILI u>•ti1••tN ll it fl lhtl I . -• -• - i n li n it p iltou pA4 ,1 a 1i U 11 ! - - i .. I II 31 1 II II 11 II II II li it I - 1 n b II tl II J, t! 0 q II q I 3 11 11 II it II 11 II 11 II 11 II I } II 11 It y U b 1! it � li II 11 I - I 11 it II q it '13 13 II 11 11 it 1 .. - T.O.Attl' _ . . n 11 II q- li U n fl 33 1T ftjo xT 3 • B.O.CeNl 111/1rin,la,:,.u•of pa.�.�,•1:,o.a ,,,:c''rr(io 16•r� Ii g 11 ' 1 I tis I t. 1 1 11 H'll IIOj 1!:OI t•..� 11 7W11 at(t .0,t '111/r.if 1104!e•O:t - .. B.O.Celllflgl_-_ - `� .__— .._ — ----- --' '—'—'------- '- _ ss'-�b 8 --u.11e±r:ww . 8 d�l:alalnno Arclnlaus h,c - B 3 .',1/2 (22.09 Falcon[Guest J.O.w ll S�T:I Residence (22.1T) T.q.win 0a ,err Wa � 4 4 -I iiz'i2z o; r'"- -� _ - • -Osterville,MA,02655, . .•.HAlinv - ' Longitudinal Framing WIN T-O.Footin - - .Section SCALE: 3/8' = 1'-0' r DATE: 6110/13 Longitudinal Framing.Section Catalano Architects Inc. 115 Broad Street Bnston.Massachusetts 07110' telephone 617-338-7447 facsimile 617-338.6639 • Y l f 3.man 1 CAR, .'rf finML ,.L„x„i„•--,,, C.J.Riley Builder Inc. It---a iopr ra o.c. 10B Wianno Ave. , Ostcrville,MA 02655 T.O.Atli • - B O Ceilin m I N p Sernnd Floor _ _ 1,xcond Horn 1.0.SIAll Fust fbw _ — — — — — — — — _.- ...- ., -. Floor I, .. � Ctade Vbiits :� -]1R'2.0 1 L,_ � ,•.. i = 'T.O.Patio •_ C' T.O.Shell -71/2 (21.54) Catalanp M[!mw.ls lnG msm neon Falconi Guest 1.0.Fooli- � _.—_......—-— -- - — - _ Residence _ -_.— —-— - -—----— Bayberry Way, Osterville,MA,02655, I'�1 Cross ram Fing Section � Cross Framing Section SCALE:3/8' = 1'-0' t DATE: 6/10/13 Catalano Architects Inc. ~�r Broad Street y. ' • ,� Boston, M Massachusetts 02110 f ` telephone 617-338-7447 ay.. lacaimile 617-338 6639 P ! Alk • I i ' i ICLOSI.CI ILL 1NBC1/+l1U.N• ' . 5114:L,Cl:hll-LAST CCA';PLAIfO 1 u.vcl'I, RL-BCI It.-n._.m.-..____ •. RC-IOINED.K:'S'"Post)PI. ._...�..._....-._.._ ..�__. .. .. w - 7.0 III AT 1. f�EY.I('1 WA II P III I Lou I IT 3 i 11- • { r B.O.CE ILING +la' � - ` I'L•1h1I:':t�-- j~ I • I I"I.TIIIOISr1 Er ATTIC , • - ;i�l;i 5/6-BIVL.EOwi VL 4h,[F ''.l(� -•UP 114'FURxInU SINIr� YAINI LUSVANISf1 I A:.r1J f.FBAR BMcPCI --_ 5/B'BLVEHc14P0 II n1hIFU T.I;A C1-Yellil rrl ! -- ANU Vu51i.H . , I'iRf1 lR NilAllll �'�. , r C.J.Riley Builder Inc. 10B Wianno Ave. frw"�`"lluom."1 0sterville,MA 02655' IniUTAIING l:l4S5! m- - n, 1 • 6/5/2013 BUILDING PERMIT SET - SILT-ALNILHCO.—_. 1hTAP'r llL N STKI:. _0$II I PI Al l VCO(rr ;f!-. lf.-r11(0-11.I:ILL) - v0.1 BLur LA.B[L• _ r -.i�+ .`.f•4r,T F:.11�.\Ilnl. L B'LI KI 11!,PE-BUTILD fxL 1- PL-101Nr:0, EIEOBUF[(;YPI, 1 sEcnnlo n ooH -� CLUAR CfOVA:ftIPIM--.�._ •. � 1 � � - C.O.CEILING IPFn1r0A BAC4 YRIMLI.rI 1-1MeUtM''lidN -.•. ..� ♦J51, I,;P 111lrm l.:..' - .�nNn IIUt N .. I `(H•UL l BL,\:/VI i.\T!P_ - A - . � , _ 1 • I.);.1'IU'nellvt SI NIS � • q _ .—IN MhiUO UUUBII S HUNG KINOOW INSULV la[.I-AR(.ONRUA FCD Qr1An NV.I NIOf IARN, IT,lrvculs,xl-BunrO_ 'i ©CalalanB ArchilBpslnc nNU hl R lII YF\r0 IEF aYF) ! HOAIf I le 1'.1.nVIH rY:x,IPxI+.A:nnNnP,.AsTFR Falconi Guest C.N(`Ir 51 AU Residence s L L rL La4r t r D>nN __ M 'r - L.e M,Y:,1 hurl rL KI L uvrt � 1 "'- i I I ftn rmcm nwlvlo\ � '. :I 'Ill Pr trAvfl F4M - _ .. Bayberry Way, l:1 ,I I, I .IINISII ILUU IyD , "'i ^ •. c l Ostervllle,MA,02655, J T.O.WAIL - . T.O.5HO r d.. - Wall Sections -� - } SCALE: 3/4" = 1•-0" ' " c«..unNMnu Ira DATE: 6/10/13 I NIP. 0—IUl IQ II 1.• 4 .. raU JTffI•[A'1,1 �SY�t L YIIIIH II:}UI•�n,Fl -r.a runmlvuous<I'YWAY, _. Catalano Architects Inc. xurmP wnlce SIX nYP.)'-- —- 115 Broad Sheet Boston, telephoneMassachusetts 617-338-7447 10 Lo.root we r� . �" X_ facsimile 617-338'6639 S'C U7.1T1 �uss, oft SECTION �h 1 ,r sua a tia i s 4101 s • Open tleck . O O — Bark r„r•� i o 0 living Room I .,O G R) as ?� zv o O Ititcboa O C.J.Riley Builder Inc. .- I:, t.. _ tm' °` ° p ° 10B Wianno Ave. r' Osterville,MA 02655 ,7-771p o B.a nt i ^(Q zee 6/5!,1013 BUII ONG I'f M11 SE7 ® Bath ° ° ._ 1" P�4 A L Front£M .. ® 71L l First Floor Electrical 2 Second�Floor Electrical '� ,. -, ;:.c r... - - (.Qaa�ani•Nduo;i.is lul:. Falcon! Guest Residence Bayberry Way, Osterville,MA,02655, o Electrical Plans a ... SCALE, 1/4' = 1'-p- O •. s"`,. CIATE;F;IC;!13 Catalano Architects Inc. 115 Bind Street Boston.Massadloselts 07110 t teleG hone 1.17-336-7447 � iacsimilc 1i17-338 fi639 E tr t. .ttc I r •L,F.n _.__1., c,. IU�Nt • - ! i I L ` C.J.Raley Builder Inc.. 10B Wianno Ave. i i „. i .+ ! I Osterville,MA 02655 1 i I anti+" Al I 1 c'awt.. wta ww+rlMl McrWat I it.t,.- - iF• _ 1,1 __ _ r J .,s . L,n c.<.n c.cocn,,u sst I . �•-"'---•-^♦ - Lv._ Itt+•in ve•tn. r( - . r. 1' I [ • � � I p w �. T.b Wut � _ cll n - r r (- I. 1 .. �Ic rC _ - - o _ r FDN Ian Secndo floor Framin 2. . ALI MI, _ C— 'ra'ruroNWIT 1 j 1 1 / .iflbW PLCON' - - - - - - - - - r _ _ { l;'(:::IA n111 P1[I11111.1�;hx JL Ti Falconi Guest Residence u»e• flo lea. T. 2 u7,trTpCubale• W' I .o:r 0 Osterville,MA,02655, r ' 11 illr Foundation and Framing —,+.lofrT4'oi: Plans l '.T1i 4' `_a tic utt . SCALE: 1/4' = 1'-D" DATE: 0/10/13 71,Sr lV, pnNr v r 5, T 1/L•rt unar � I .7r 1 Catalano Architects Inc. IS . -------•--------------------- 115810adSweet at16n,Mas arhusetls 0211a ' � /t� }tllepAOnE G17;i38J-04J W. acsimite 017 338-6039• Attic Framin Roof Framin ■o I 1 05TERVILLE, 1v tr FwNwnpl. 1- 7 .. ".A - • MA roeTrw ten,rv>.Ww.N.,.,•x,Hc .'!\:� �/�\•:�;; ."\�.:\�._ >,.\_. 579 D#3W WEsi BAY PAVED D.RNE LOCUS Q 1a 3v ,c.Fz - 4ge GH A.Ab 1]Ao • / x toy.-...w RL'F/r/Y!2(l/Ao5•LPC36/K.• P.vE LOT 12 tOWWIl rEVRR5d B2D _ w- 3ste (�� Y .tAxiuC�SOUND Od6 CONP/GUk or VE C,,AIAUR(4/R0N-5 /SG1O GKtLW flr-20 RArc>/ Ll'N17/3/CrpNBLRS ARAGC T333' . GISr:NG SEPTIC TANK D-BOX LEACl1 CHAMBERS 0`�o -- / GARAGE FLOW PROFILE / SASeGS SITE LOCUS ' NOT TO SCALE . / ' g'1't'Dn. - NOT TO SCALE KEY MAP LEG ORN RICIlAkD S.TY GINN.TRH.. SCALE:1•=100' R 5 L REALTY TRUST OSTERVILLE.MA 02655 ^ CO-OWNER:WOODBURN.R ROBERT JR TR. A55ESS0R5 MAP 91 PARCEL 009 - TWENTY(201 A05 ARC]6Hc(3616BD21 LEACH 0wABERS 1M BED CONFIC.0 110.IN FOUR 0) R0A9 Or MVt(5)1 PALM _ REFERENCE.CEKi:163399 z5• - - >i REFERENCE PLAN:LC 26644111 . V 5.0 5.17 5.0�:5.0�:5.0�. E..ry a - 5ep.c _ - •.LOCUS FLOOD ZONES: - ' ' i� A ` _ •PAVED DRIVE - - - ZONE A134__.--- i TONES B T C . _ FIRM PANELS:25C0O1 0016 0 O Box �;_ . MAPS REVISED:JULY 2,1952 A ZONING DISTRICT:RF-I - FROM 5ETBAC1c: 30 NAPecA.'ror r5rs Nom A41 _ - ar ... SIDEIREAR SETBACKS: 15• CONSTRUCTION NOTES PLAN VIEW SEPTIC SnOwN PER TO"A5-BUILT CARDS 1.)ALL WORA!`H LL CDNZORM to ME STAR fNNRONMENTx COLIC.mLE 5 U 10 CMR c E:1'= 10 - 15 000)-STANOAP.D REQWRtMENT5 FOR THE SIMI 0Dm5TRUCnON,USFCMM- UPGRA .AND IYPANS ON Or OH.51TE SEWAGE tR[ATMENT AND 015-AL SYSTEMS AND ' FOR Mt TRArLSPORT AND N5PO5x Or SPJ^AGE.41D MC LOCAL BOARD OF nfxrn 4s' _ REGULATIONS. 4t - 2.1 ANY9rmzsS T0ACo1APonenrH It ,DINAL0CATIONWHEREMERe;SP0TENTMI 'r., LEGEND TOR VEr=OR nGW EOU rMENT TO FASS OVER IT SHALL SE oesGNED TO YIMSTAxD `� AN n-20 LOADING.IF LNOCR AN iMnwloU5 IURFADt.5Y51EM StW1 BE VENTED r0 Tile 'N d °`� E901,05 SPOT GRADE _ N.s PROPOSED SPOT GRADE 4rM0 MTHIMI � EXISTING CONTOUR PROPOSED CONTOUR ' ].1 ro NWYMI7E lR1EV[N SETTLING.9EPFIC T S Snxt BE INSTA;LEa CN A 5rAB1E ' .MECnANiCxtr{OMPACIEO BASE ON Six IrI0V5 a CRUSHED STONF. - N/ � -TO- 4.)COV[(5 DW.R ine IxLLT a1:D OUM T@5 OF TnE 9CPT:C rANA,the D51RIBUTION BOx. • - n . -W- :WATER SERVICE UNE •MID TM SOR ABSORPTION SYSTEM SHALL M RASED TO WITHIII C OF f-GRADE. -O- OVERHEAD UTILITY UNE5 a LEACHING FIELDS,rRENCr .AND OMER 50 L ABSORPTION SYST-WHMOUF A 055 e/ F^ /''' 1,s - 4 _ -u- MANHOLES 3HALL NAVE AT LEAST ONE(1)INSPECTION FORT C0NS151I OF MKFORATIO 4• CYSTEM DE✓IVN IiALL..ULf1TI0N5 UNDERGROUND uram UNE5 NC Fire`LACED•-L De.LLLY t0 TIT[BOTTOM Of THE WIL ABSORPTION 5y5TEM'Will A .l - -G- .GAS SERVICE LINE G.w.nrD IVrrn 14AcraTIG MnRNnc rAr_.AaesslBtE TD wOn1N r Or NNx GRADE. ! LOT:2 EDGE OF CLEARING _ CO , 5[WAGE LX9tGV RON'RfCU/RED.24,Eow O.N OWBJ/AG,'M1.ve5.I / \ //// FENCE 5 1 rmNG 5nx1. OF 4.5151E f 40 PIC OR EDUV. T.Fp,$HALL DC�OH BORMl0 110 GM I SEDRIXIM-Jim GI'D RfINIRED - - / / .rA]Hz Ax._ TEST HOLE L0;Af10N MNIMi A,CONrcN0U3 GRADE Or NOT LE55 RUN 2%FROM TILE WILDING TO ME 5r-C / / 5T SEPTIC TAN`. TAN`.AND N0T LESS MAN I%OTnERYnSE. SEWiGP DESIGNFEOw/'ROWON�zN'ENrP/20/AD$uMr51N BED I / � I w 0157RIBUfI0N B0X CoWfQ R InON N FOUR%190"or f7ME/5/UN1r5 fACF. �/ W 6 1 DFFIR W HON UNE5 FOR THE SM A0SO.2PTIOn MibA SHALL BE 4•DIAMETER / ` J 1. 501L ABSORPION 5y5TEM SCHIEDULf 40 PVC Cott MUNAIENT)GLAD AT 0.005 FTMT.UNIE55 OTHERWISE NOTED.UNe5 Vt-/1350/D.r41/r4.e FFA M/S.OtF/.1e.CAo5✓NITS / �/ \ \ a '�+ E:,TING UTILITY POLE SHALL B[EAFrED AT END OR AS.OTED. REONRCO r"P.ovV ) \ � .. �� t \� ❑ E%ISTING CATCH BASIN 7.1 tl1?5 FROM ME DrSTRIBUTION EOII TO BE ItVft FOR Me FUiST TWO(2)RR BNORE 355 G 1ROVWE0>530 CID REQUIRED i / \. \ ¢ E%15TING P05T LIGHT FIT CMnG TO ME SOIL ABSORPION 5Y5TOA DSTRIBl/rICN 80x SHALL BC WATER IC3TEO TO 22._. \ \ - A55UU EVEN DST(aBtrrlpl. XFnC r NxW CT'.PEOUIXED: 33O GPDX 7Cd9:a:,GO C.'D RCCU/RfD n4< (MITER r� O.T GROUT r0 Be JSW At xL PO RTS FIFES ENTER OR VIA ALL CONCRETE Svr,±rAAK G%C/TY AROVIlzfD: ISCD 6oWOLV-E Wr K I STPLCTUPES IN ORDER TO YRONDE A WATERTIGHT 5[x. - a P 4 GARBAGE DMVSLt 15 NOr PERwnfO INN M45 Df5rGN A011 9.1 HUVr[OUIPMENT 5M NOT BE ALLOWED to OFERAre OVER THE UMHS OF THE SEWAGE _ /t5P05At �: 21•5 \ 'p�=_ `` _ D FIELD WRI NG RING THE COURSE or CCMSTRUCnON OF THE SYSTEM. - O.I IN ACCARDANEt WTM]!D rnrt 1 s.zz I,xL sYSreM ecM.DNexrs srwl az HARMED r 'etrn MAGHr1C MARNNG TAPE. ARDEN \ r�,srAly A-yHr m r_ i J r,TERE ATTEND NroWN vleus WTMIN lad or me raDrosED SaL ABSORPTION �` 0 Ia rSj Ar,.y ceaAxnl:a x - N 9G�pO�OdA•Nalo-naV. Abm of t. AI.Anec.ee`See Fam Fz11 PraPpS'yB9ulg OF "' eAelxy wa4cA sYSrfM. 1..1 12.1 FROM Me DATE or ME INSTALLATION OF ME!iML A53O ION SYSTEM UNTIL UCCIrr TEST 1 I OLE LOGS OF TIE CERTFICATE Of CWTL;ANCC.TMC PERIMETER SHALL BE STARED AND F NXW TO / A _ _ + FREVENT U5E Of THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. icst Ilok a 1 1[L�19.2_) W _ 20 I' _j Enarmq CesAA*+o'ro x. _ ` l (NOF U' IIOM, Rcv.ee`See vom A22) � UNdA.. G CO M DEED ACTT WALL NOT Be AN.MIFF CH Gf-HE SYSTEM AS L'E D IN UNLESS COxSINUCTED AS SHOWN ON PLAN.aK CnANGe9 9nALL BE APPRpVfD iN DARNING BY LIE �Py' l+rcr 9a•CG» SW Cob` Commenn NJ 5;. s 2- d-3' O r�'UOUESr'Y I4.1 Tne BOAiO OI rtexM REQUIRE91N9PECTON OP AIL CO.V9T.RUCT4kI BY u!AGeNi d 3'd Me6so loA=y Sv4 1 Os'R b2 � �'t�W 1I I A� i Me BOARD OF HIALM AND THE orsGHER.ME DESIGNER SHALL=91-IN WRITING TINT 0'-1 1• _ Mcd.m Corny 5rb 1 OrR 52 W/ 'c0•;o - ♦_ , the SEWAGE WSPosx SY3rEM'NA5 wSTxtED w ACCORDxlet YIM TnE TERAO OP ME 11•.2e B M•1vn LoAnY SZM 1 OTR Ol6 iN Enne TP-1 PERMIT AND THE APPROVED PLANS.46 HOURS ADVANCE NOTICE 5 MOLESTED. 26'-120' C I Meen.•9Na 1 Ora 5/6 Pc,c 5:' _� \- RLWe A>bRY GET I0GArioll E LOCATION i5 r ALLAprRo.-TI!DERS AND CONTRACTOR SMALL iK REnPOIM to.'CR Tnl n a x ANnba:�d Sit, GCTeWAVlp:G TIT[LQANY A'Or ALL S,NOLL,Cn.5 AND O T UNITE TO.RS PRIOR r0 olc 12 R:L-IAO:1 TZ / -2 0 f5ca Nxe/2// �_' `. - COMVExCEMCIr OP ANY'nORA.Tn19 w0AF5.5UT 5 NOT UNNt[D TO.REOl1[STS TO OIGSAfe.ANY PT'NAM ITT W IY COAIANH S.•.a ME LOG>L WATER DEPARTMENT. D-I L+F. 5d CUaa SIN Can. I G.)COA•T2A^TG•SHALL WERVY IMi ALL WASTEUNES ARE ODNAtC'm BY WATER TESTING d')' D _ 2?p \ asTHIN THE DWELLING FWOR r0 NSTALV.TIOM OF ANY 5""tC cWOt P2NT5. 3'-T A Ilef>rn lowW 5>:,a IOYR 22 TJ b��r MrD ASV0AT6S --Id [ rac4nm toAmY 9A.e IOYR 52 ( F >`� N 17ACONFIACTCR SNAu VERIFYExSMG INVERT ELEVATIONSr(aDR fOIHTiTxIATIONOP dad B MM,w Lo+my 5,•e IorR Ore '.'vt hICIMlAUMA 4A3' AxY mrIC 515reM CO HON[NTS. C nm, - v9rr t• / 61.4!i'II m Na SMS ;USRTS OHd.40 ]d-ION an SIN I Ora 5/6 G ,Do 20 C2 s+m,:n SAAe !Ora eS /. .L - 1 04t' _ ��4/d aF ,0iiaEr>om 10.)INSTP•uMDlr SURVEY CONDUCTED MR PROPOSED WORM ONLY.5t:PLAN snx:.Nor P BE USED FOR STAMMG,O ANY OTHER FURM5M+ DATE Or TESTO'a: Osr -3 .1.010 '0 CB FND. .CH,CVALLMrpR: LINDA).RNTO.PE..C51!fNGRIfcRRIG / '\ ' 15 1 MI5 FUN DOES NOT CERTIFY.GUARANTEE Ox NARRAIT'COMPDMN:e W.,DZI OR SOARD Or nexM ACVIT. DONNA MIORAND:.IfARNSrAEt[nGLfn pCP tnAENr ���111��^ / REV ISON cI;/2c'13 CN>c5ee W:ue Ocar:--Port ZOIING EMITS.sr ec.-ICA LY.5UT Nor UNITED TO.SIOfU:2 SCrBAC.CS AND EUROHIG PERCOLATION RAM tE55 THAN 2.V.IWwOT IN-C LAYERS \-. _ HEIGHT Re5TR1CnON,.OWNER 5 ReS Oa IBLE MR OBTMNING SUCH A DEr[RMNArION / � v FROM D:e ArmorluATE AUMORrrY. ti0 GROUNd.YATER MCOUNTmG - S\ Preparee for John Pakonl 20.1.r SONS DIPP.R FROM M05e SHO'Arl IN THE SO LSOG I LS.OESIGH UIGiNE[R 15 TO 143 91yaerry way,OSteIVR<,Mn t5FCCT THE to,S P R TO..FRcC!fDNG I,TTH IN5TABAT1011. 21 1 UOTING SEPTIC CON MlItNTS TO Be LO ICO.PU�O DRY,FILLED WITH UfAn SINp • b Proposed SIEe 4 Sewage Disposal System AND>BANDOHM IN YLACE.AREA to M COMPACTED TO MINIMIZE SETTLING. I CERTIFY MA r I AM CUR..MlIrty APPROVED BY ME 143 Bayberry way,O5[e1Wle.MA \ DVARTw Qr c-,tol-ENTAI rRDrca1cW ruRsurwr to �Op G� � SITE PLAN 2e.1:AiSn COMM HI SEPTIC COMH ITS TO W REMWfD.ANT COFil-NATEU S TO CMR OIL SHAD BE 3 15.0.1 TO cGWDU 5M f-ATION5 AND THAT RfMoVfo FOR A O15ru2t Or Me I51 FEET GLTEIU LLY FROM Me SOIL ABSORPTION SYSKM T.-TE SOL A 155 HAS BEEN" ORMEO BY Me CW SISTENT 4' B� 1 rj 62 AW - Prcpane by: ANO R[PUCED Wnn CLEAN SAND AREA TO Be COMPACTED TO-ZE OMUNG. vnM ME REQUIRED TRA,-.Eld[RiSE,.0 f),fR,fNcE Et.. 0(1 30 O\ SCALE:1'=20 �q�yy R•�RReE VAg AS 01 S k B[0 IN 31 O CA:R I S O17.1 FLRMM M-THAT TnE 'O O IYlYnna Mills.W r RESULTS or Mr 90M1 -0.-1 MDN M :ACCAT[D On THE -.,/ G�2 ` OOa' I12E49 1� AFTACr ED Son!"A'. r FERAL ARE.ALCORAie AID M _. ACCO;W I CC WIM 310 CNIX 15 100 MRCUGH 15.107 •"�� INSrec:oN Iron: '�.i.- l I_;/L � CB FWD. 9 t- M Lnea J.F.W.C�ad,Be 50:1 EWAIwT- P O 20 40 60 FWOR TO f:N4L INSPECTION BY:HE CN011CCN.SYSTEM P.O.Box ADM PAvn•:(SOB)]99-.I250 NEfDS TO BE COAVIET[UICILGNGBLALDUPFCR COVERS. 5CAL!1-20 A.M.Wilson Associates Inc. T.-JWL M,e 015M F-(SM$4B-5478 c.,HMVI-B.ree.-MW-.0=rn'5o5 n,,.en7 508 420 9792 1 FAX 420 9795 D,.,: Dy.1 Neu OSTERVILLE REVISION y DATE DESCRIPTION .N �. _ 8-10-90 ADD SEPTIC SYSTEM WEST FOR GARAGE LOCUS ADD NOTE I - BAYI oil p9�, C9i 1 9IAL 9� C 152 a.�' 1 5 ti AA'y1_'X A�I� " -GRA*VEL ROAD NANTUCKET SOUND l CB/DH ; t CB H FND t SCALE,1'=20V l CB/DH CB/DH FND EL.=22.48 LOCUS MAP References, FND j FND •P• .o Q ; ASSESSORS MAP 91 PARCEL 9 It LAND COURT PLAN 2664 X111 PROPOSED ELECTRIC(UNDERGROUND) MAI _ # ; END OF PAVEMENT OS1TE PLAN' PREPARED FOR RICHARD � do f ' t GE OFEXISTING DRIVE Q f 4 ,,•p / / ' / �� ZONE RF-1 LEGHORN BY BARTER NYE REGIS- 1000 GAL. LEACHING PITS BOX - ' r 16.7 WITH 4 STO E Q TERED LAND SURVEYORS. OSTERVlLLE 1 \ L . 2 - � 26i SETBACK REQUIREMENTS MA. DATED 11-29-89. -zo 10 < / / _ ' . LP. I --� "LAND CAPE SITE PLAN" DATED g / \ R �i � � S -1`0 ao`! / / / Fl-�'G POLE I i R I' ► PAVED FRONT 30 MAY 31, 1990, BY RICK LAMB ASSOC. r ssa _ W 0 RI VE P I EXISTING a SIDE 15 \ REAR 15 2000 GAL. PfIC EDGE OF PROPOSED J J / TANK / DRIVE 80X • / �—D-BOX �\ • 1,4 r / PROPOSED WATER i � LINE \ � I 411 PVC(TYP) l 9� Pro Titic: SF.0 0 � d a.t EXISTING O \ /� EDGE OF P POSED 110 P. 2 STORY DRIVE o \ WOOD/rRAM E so / LAWN W DWELLING LOT 9 / F TREES ' \ PRORQSED TO BE OVED N \0 �4--TELEPHONE LI E T.P. 2 BAYBERRY WAY 28 PAVED UNDERGROUN ) LAWN �. ( \ �� WALK \ ---- --�—Sill 4.1 \ �� \ \� \ �22� �'• UP. PAVED ��� 600 HG 2 STLEACHING PIT t \ \ \ DRIVEWAY ` i (WIAININO) 'mil 26 � � � \ \ ! 4 ` 1 4 40 POSTS TO BE REMOVED o DECKt \ _BOX O I ° ELECTRIC LINE —�'\.. 0. 1 1 � ` (UNDERGROUND) 1 1000 GAL. - DECK 1 17 \ P Y I EL�1' , I 16 1 TANK BARNSTABLE, t 1.D oWER 16 I I 3.26 AC. t WOGD/FRAME \ �L i t 1 GARDEN (� � �142,005 SF CB/DH FND ,, 19 ► ( , - )/ z i \ -W MA. 16 31 —N (TO REMAIN)13.2 EXISTING CESSPOOL PROPOSED ® I I \ POOL TO BE PUMPED 0 WOOD/FRAME OVERHEAD AND FILLED WITH� GARAGE WIRES U.P. y Z 3.1 / ` \ \ SAND \ I j ,Zr \- EES \ 14 15 \ \ \ FND - I12.8\ \ \ N.. \ \ MR. & MRS. RICHARD LEGHORN 4.2 ao \ \ \ 40 BAYBERRY WAY 4.2 ,� ,� LEGEND WIANNO MA. 02655 I 1 � EXISTING CONTOURS - - - - 12 - - - -- S \ O TOP OF SLOPE 0 4A 12.1 TREES \ B \ \ CONCRETE BOUND/DRILL HOLE CB/DH ;• ,ark b� < f �. ;FxF \ PROPERTY LINE { � 4 13 LAWN \ -� GROUND LIGHT # g 11.8 12 \ \ AREA _. CB/DH BOTTOM OF SLOPE BOT 4Z \ \ ,�• EDGE OFSTONES \ \ \ N<L.�15.82' EDGE OF LAWN x x x 4 149 EXISTING TREE EXISTING WATER LINE W � • Wilson lkssocides 110.7\ \ O11 L° 1 Strut OdcnCs/UA o2 l NOTES ':ate•-42�-1�0 t \ 11 \ 3,9 \� PROPERTY LINES SHO'ANI HEREON WERE COMPILED Drawing Title: t.0 ` FROM A PLAN RECORDED AT THE BARNSTABLE ao� o 92 REGISTRY OF DEEDS IN LAI'.D COURT PLAN 2684—X1I1 t 4. to AND DO NOT REPRESENT AN ACTUAL SURVEY ON THE -io GROUND o \ —2-01 ` SEPTIC SYSTEM ELEVATIONS ARE BAScO ON N.G.V.D. i 1� 1 A B�1�f A'•• r' I I 7.8 �. TOPOGRAPHIC SURVEY OF SANK, CEAr,;i a FCC*'.D PA T 4.0 CB/DH PE tiFCr, "=D Clot THE GRCUND B,;T:'.'w '+' 1/22/S0 - 1/31/� 1 FND REMiAINiIaG TOP0 TAX EN e=RCM, PL'N IIN `REFEFEZ CES" ELCI,"K. � LOCATION OF UTILITIES IS APPROXIMATE. CONTRACTOR 7C PLAN = r VERIFY IN FIELD. -- — - PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM THE CONTRACTOR T ,18ER GROIN i 1 STORY LAMB ASSOCIATES WITH A4ARGAREI SHALL CONSULT. THE-868-19 9 LANDSCAPE ARCHITECT- RICK ���tM Of APPRO�{ (GOOD . 1 H. _L,LDI It" ALL WATER LINE WITHIN 20� OF SEPTIC SYSTEM SHALL HATERYONE I � yG (GOOD C011D.} f� I A SCHEDULE 40 PVC SLEEVE. o FANTOZZI 4 � 1ST i, c i. FL: , { 4�tq : ' $ANITARIP Go 73 8-7-90 s C.P.J. • j r Q �` � G` l 10 I 7 MANHOLE COVER BROUGHT TO FINISH GRADE BRICK LEVELING COURSE 24" NOTES: AS REQUIRED FOR GRADE Revisions: SOIL TEST PIT DATA - 1)DISTRIBUTION BOX TO WITHSTAND H-10 ADJUSTMENT (2 MIN.-5 MAX.) DATE DESCRIPTION 11 w LOADING UNLESS UNDER PAVEMENT, DRIVES 10, -� 1cov�' 6 OR TRAVELED WAYS WHEREBY H-20 LOADING FRAME AND COVER 8-10-90 ADD GARAGE SYSTEM T SHALL APPLY. FRAME TO BE SET IN TO FINISHED GRADE INDICATES INDICATES OBSERVED . r• , , . ,� ,r , r ;2' " FULL BED OF MORTARPERC GROUNDWATER r I 4 IN 24 2)PROVIDE INLET TEE AS SHOWN WHERE 2 WASHED STONE TEST +r • TEE SLOPE OF INLET PIPE EXCEEDS 0.08 FT/FT I (xc 1 OR IN A PUMPED SYSTEM. :,•; . + 8 Tr " �4 __J__ 3)FlRSf TWO FEET OF PIPE OUT OF THE .�?::: '•_• •• a• ' 1 2 5' 6 r 3 32 i 7'-4" 24• DIA. .• :..•.•.. TP N0. TP N0. - PRECAST, STEEL - DISTRIBUTION Box TO BE LAID LEVEL GRD. EL 22.2 GRD. EL 21.8 - REINFORCED - OUTLET � 6'-q PLAN VIEW ROTUN OMORDAPPROVEDED AEQU _� •• :'• .• • : • GW. EL NO WATER GW. EL NO WATER SEPTIC TANK 6 -1 , 4-o MIN. ,• 4 PVC PIPE • • • • • • + LIQUID DEPTH TEE • •�3%4 • • , • • 0 0 ( • 6' MIN. 3/4' TO 1-1/2-STONE �: " REMOVEABLE COVER �DIAt+l • • •• TOP & SUBSOIL / 1 BASE & SUBSOIL �- -� i 3 5' DIA. INLET STONE• 6' •;:•% • 1 3w 5 DID. OUTLET(S) (WASHED) 2 2 24w DIA. MANHOLE COVER BOTTOM •ON LEVEL STABLE BASE : •P 6" �- •• • , WATERTIGHT ••• ; '•• ; • o• . . � •P" . 3 PLAN VIEW y E A 4• INLET JOINTS (TYP) t ,• • •, 3 16 1 •• • w • • CROSS SECTION VIEW 1 _ 4 OUTLET • :, • , �•! .•• References: 4 4 NOTES 18-1/2" • 2 6-1/2w • , •• • • • • 5 LIGHT 5 LIGHT 1) SEPTIC TANK TO WITHSTAND H-10 LOADING 3) INLET AND OUTLET TEES TO BE CAST IRON, • , •fj BOTTOM ON , MEDIUM MEDIUM UNLESS UNDER PAVEMENT, DRIVES, OR TRAVELED SCHEDULE 40 PVC OR CAST-IN-PLACE CONCRETE. w T o. ,:• � �� a o. o ,. 4 6' 4' 6 6 WAYS WHERE BY H-20 LOADING SHALL APPLY. TEES TO BE CENTERED UNDER MANHOLE COVER. 3 J° ��J� BASE COARSE COARSE �- 4 /4' TO 14' 7 SAND 7 SAND 2) ALL PIPE CONNECTIONS AND CONCRETECON- CROSS SECTION VIEW 1-1/2 STONE STRUCTION TO BE WATERTIGHT. DISTRIBUTION BOX DETAIL PRECAST CONCRETE LEACHING PIT (H-20) LOCUS M A P 8 8 SEPTIC TANK DETAIL No. OF GALLONS: 2000 - NOT TO SCALE - w , 9 9 NOT TO SCALE NOT TO SCALE SCALE: 1 =2083 DESIGN ANALYSIS DESIGN ANALYSIS 10 10 GARAGE (MAIN HOUSE) 11 11 DESIGN FLOW: DESIGN FLOW: 12 B0170M OF HOLE 12 BOTTOM of HOLE DETAILS ABOVE ARE FOR MAIN HOUSE SYSTEM 2 BEDROOMS X 110 G.P.D. = 220 G.P.D. 8 BEDROOMS X 110 G.P.D. = 880 G.P.D. NO WATER NO WATER DATE: 7-5-90 DATE: 7-5-90 TESTBY. C. JOLLY TESTBY. C. JOLLY SEPTIC TANK REQUIREMENTS: SEPTIC TANK REQUIREMENTS: Project Title: WITH GRINDER WITNESSED BY: WITNESSED BY: 220 G.P.D. X 150% = 330 G.P.D. 880 G.P.D. X 200% = 1760 G.P.D. ED BARRY ED BARRY USE 1000 GAL TANK USE 2000 GAL TANK PERC RATE: PERC RATE: LOT .J 2 MIN.ANCH MIN./INCH BAYBERRY , TP NO. TP N0. LEACHING FACILITY REQUIREMENTS: LEACHING FACILITY REQUIREMENTS: WAY GRD. EL GRD. EL WITH GRINDER GW. EL GW. EL SEE SHEET 1 OF 2 FOR PLAN VIEW 0 0 220 G.P.D. 880 G.P.D. X 150% = 1320 G.P.D. WI AN N 0 1 1 1 - 600 GAL LEACHING PIT W/2' OF STONE TRY 2 - 1000 GAL LEACHING PITS W/4' OF STONE 2 2 SIDEWALL AREA: 2 5' X 3.5' = 110 S.F. SIDEWNAI I AREA: 2(2 7' X 61 = 528 S.F. BARNSTABLE , BOTTOM AREA: 5' X 5' = 79 S.F. BOTTOM AREA: 2( 7'X7')= 308 S.F. 3 3 MA . 4 4 5 5 LEACHING FACILITY PROVIDED LEACHING FACILITY PROVIDED 6 6 - 7 - 7 1 - 600 GAL. PITS W/2' STONE 2- 1000 GAL. PITS W/4' STONE SIDEWALL• 110 S.F. X 2.5 GAL/S.F. = 275 G.P.D. SIDEWALL: 528 S.F. X 2.5 GAL/S.F. = 1320 G.P.D. 8 - 8 BOTTOM: 79 S.F. X 1.0 GAL/S.F. = 79 G.P.D. BOTTOM: 308 S.F. X 1.0 GAL./S.F. =308 G.P.D. 9 9 TOTAL = 354 G.P.D. TOTAL = 1628 G.P.D. 10 10 13 ' NOTES P FOR: 11 EXISTING FRAME AND COVER TO WITHIN 12 1 12 1 GARAGE MANHOLE AND COVER BROUGHT FINISH GRADE7 1' OF FINISHED GRADE MR. IRS. RICHARD LEGHORN DATE: DATE: SLAB TO FINISHED GRADE P.V.C. � ,. 'ELEVATIONS ARE BASED ON N.G.V.D.\4L" OPE = .02 FT./FT. FIRST TWO FEET TO 2" OF WASHED STONE (1/8" - 1/2") 40 BAYBERRY WAY (rn'•) BE LAID LEVEL ^. � • y DISTURBED AREAS WILL BE REVEGITATED AS PER WIANNO, MA. 02655 TESTBY: TESTBY: X '�' 1 g,gp 1000 ., •., . ORDERS ,OF CONDITIONS TO BE SET BY CONSERVATION 18.45 • • COMMISION. GAL 18.63 78.28 •�'• . WITNESSED BY. WITNESSED BY: ••f• •, .:,.. 11, 19.00 H-20 ;;:•• UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SEPTIC TANK 5 OUTLET 18.06 3.5' TITLEMETH0DS AND MATERIALS SHALL CONFORM TO 5 OF THE STATE ENVIRONMENTAL CODE D-BOX _ PERC RATE: PERC RATE: TO BE INSTALLED ON A r----LEVEL & STABLE BASE. AND ANY APPLICABLE LOCAL REGULATIONS. MIN./INCH MIN./INCH 7111111111� WASHED STONE •' _ ' = BOTTOM EL 14.56 GROUT AND SEALS TO BE USED AT ALL POINTS 3/4" -1 1/2" 2 6' 2 WHERE PIPES ENTER OR LEAVE ALL CONCRETE 10' STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEA1_ A.M. WiISOn PRECAST LEACHING PIT (TYP.) ALL � = JOINTS IN SEPTIC TANK SHALL BE Associates GARAGE (N.T.S.) SEALED WITH NEOPRENE GASKETS OR ASPHALT CEMENT TO PROVIDE A WATERTIGHT SEAL Inc' INVERT ELEVATIONS SYSTEM PROFILE MAIN - NOT TO SCALE - ALL PIPES IN THE SYSTEM SHALL BE SCHEDULE 40 HOUSE GARAGE OR EQUAL. 911 Main Street WASHED CRUSHED STONES SHALL BE FREE OF ALL 09tw4le/MA 02655 DIRT, DUST, AND FINES. 4" INVERT AT BUILDING 20.00 19.00 508-428-1450 4' INVERT AT SEPTIC TANK (IN) 19.66 18.80 HEAVEY EQUIPMENT SHALL NOT BE ALLOWED TO Drawing Title: 4" INVERT AT SEPTIC TANK (OUT) 19.41 18.63 OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION. 4" INVERT AT DIST. BOX (IN) 18.37 18.45 41' 1 FRAME AND COVER TO NO FIELD'MODIFICATIONS MODIFICATIONS TO THE SEWAGE DISPOSAL 4" INVERT AT DIST BOX (OUT) 18.20 18.28 MANHOLE AND COVER BROUGHT FINISHED GRADE SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN SUBSURFACE TO FINISHED GRADE FINISH GRADE APPROVAL OF THE ENGINEER AND THE LOCAL INVERTS AT LEACHING FACILITY: �• 4" P.V.C. 72" OF WASHED STONE (1/8" - 1/2") BOARD OF HEALTH. SEWAGE 17.42 (LP.1) SLOPE .02.FT./FT. FIRST TWO FEET TO 4 INVERT AT BEGINNING OF ( '•) BE LAID LEVEL _•.•..�• :�_ ,y, BY SECT10NM210ALL BE OF TITLE 5. AS REQUIRED DISPOSAL LEACHING FACILITY 17.98 LP.2) 18.06 .ar EXISTING 19.66 19.41 18.37 18•20 w•:'!:• A CERTIFICATE OF COMPLIANCE AS REQUIRED BY DESIGN 4 INVERT AT END OF •.•.•.. LEACHING FACILITY N.A. N.A. DWELLING 20 00 SECTION 2.8 OF TITLE 5 MUST BE OBTAINED BY THE SEPTIC TANK 17.4'2 6' CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. P�-�N OF M 11.42 (LP.1) �• H-20 IF AN "ASBUILT PLAN" IS REQUIRED DUE TO CONTRAC- `` 9 4 INVERT AT BOTTOM '` TO BE INSTALLED ON A •:.�, •• " 11.98 LP.2 •: r-LEVEL at STABLE BASE. •• ; TOR DEVIATING FROM THESE PLANS, WORK FOR SUCH OF LEACHING FACILITY ( ) 14.56 . •; r,, .: •: C WASHED STONE BOTTOM EL. 11.42 PLANS SHALL BE COMPENSATED BY THE CONTRACTOR. L N NO WATER NO WATER 3/4" -1 1/2" 6 4 PRIOR TO INSTALLA11ON OF THE SEPTIC SYSTEM THE OBSERVED GROUND WATER ENCOUNTERED ENCOUNTERED14 ELEVATION ARCHITECT Q Taa� HTEC OR L RICK LAMB SASSOCIATES ULT WITH THE LANDSCAPE ,so�' PRECAST LEACHING PIT (TYP.) (617-868-1939) (N.T.S.) Scale: 1"= AS NOTED MAIN HOUSE 0 FEET SYSTEM PROFILE J - NOT TO SCALE - Date: 8-7-90 Dwg No: Design: C.P.J. Check: Drawn: J .B C. .J. Job No: 1.0463.0 Sheet 2 of 2 05TERV1 LEE, TOP OF FOUNDATION 24"dameter concrete covers MA EL=22.5 raised to withrn 6"of hnrah grade (or as noted) 51 20.5:t fC=20.2(minJ fG=2/.5(max) EC=20.6(mar) ` 7 576o O WEST BAY /9.4* Lu �F la.5 /76+ x `�T PAVED DRIVE LOCUS hL 1 F I GAOL�FA/4"�/2"PE �e 1 A5TO ) 1 O�ND f8.75 18.25 /8.00 17.!7 /6.80 „ o w !7 00 , 3/4 1-1/2 5TONE Gas Baffle , 01 v' - C 1400 pose q x Pro d `� •�.C. p.V� longest Run TWO(2)SHORE 1'P(c'ECA�T 500 LOT 1 2 Dwelling Q C9 VIEW a ExiStmg � SEA /1 --,� �- 77' • 1, GALLON LEACtY CHAMBER5 WITH 4' Area=131,555 5.F.± / Garage CV D6-6 OF5TONEALL AROUND /r to be Razed g01SND 1500 GALLON . 6 0'� Area=3.02 Acres_ � � (f1-�Q Bated J (fND VIEW) IyA�yTUGKI ti Proposed 5A5 5fPTIC TAIVK D-BDX LEAChH CI1AMz5ER,5 u, �°s�� �0�� Existing 3S . �3. yr- `!t1/ P F F Garage 8t t LO V V I RO 1 I �L- EL-6.Bt bottom of Test Hole �� �/� 8,, t6� 5ITE LOCU5 ,N NOT TO 5CALE I 572 06, Sp' NOT TO 5CALE 2,3 00 p KEY M AI RLEGOHORN,OR CH RD 5. TR, 5CALE; I " = 100' R 5 L REALTY TRUST 05TERVILLE, MA 02G55 CO-OWNER: WOODBURN, R ROBERT JR TR, ASSESSORS MAP 91 PARCEL 009 lo 4' 8.5'--7 8.5' 4' REFERENCE CEKT: I G3399 W ' I:?rie � '! REFERENCE PLAN: LC 2GG4-XIII 1- 1=xi5bng r Chartibes j Septic -� s cr) � 1 j ' cfl 4 _ r r lVE ZONEA 13 ZONES B C , ,...-:;....< ,. ., FIRM PANELS. 250001 00I 8 D ` ' MAPS REVISED: JULY 2, 1992 D-BoxAj` ZONING DISTRICT: RF-I FRONT SETBACK: 30' •'� .< SIDE/REAR SETBACKS: 15' CON5TRUCTION NOTES PLAN VIEW (TYP.} 5CALE: 1" = 10' ���;,'. Y' SEPTIC SHOWN PER TOWN A5-BUILT CARDS J.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,TITLE 5(3 10 CMR 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPAN51ON OF ON-SITE SEWAGE TREATMENT AND DISPOSAL 5Y5TEM5 AND FOR THE TRANSPORT AND DISPOSAL Or 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. G' D�i- 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL LEGEND D FOR VEHICLES OR HEAVY EQUIPMENT TO PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND tic G 1 V AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE et iGe `K �' tiln� 24x5 PROP05ED SPOT GRADE ATMOSPHERE. EXISTING SPOT GRADE 3.)TO MINIMIZE UNEVEN 5ETTLING,:SEPTIC TANKS SHALL BE INSTALLED Oil A 5TAI5LE MECHANICALLY-COMPACTED 5A5E ON 51X INCHES OF CRUSHED STONE. _ G P � �� EXISTING CONTOUR 4.) COVER5 OVER THE INLET AND OUTLET TEES OF THE 5EPTIC TANK, THE DISTRIBUTION' BOX, 5Y5TEM DES;'N CAL CULATIONS 24 --- PROPOSI_D CONTOUR w WATER SERVICE LINE AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE. LEACHING FIELDS,TRENCHES, AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCESS SEWAGEDE5/GN FLOW RECU/i2FlJ:2 BEDROOM DWELL/NG(MIN DESIGN 3 MANHOLES SHALL HAVE AT LEAST ONE(1) IN5PI-CTION PORT CON515TING OF PERFORATED 4" BDRM)Qa //0 GPD/6EDROOM= 330 GPD REQUIRED Q OVERHEAD UTILITY LINES U UNDERGROUND UTILITY LINES PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL. ABSORPTION'5Y5TEM'WITH A GGAS GAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3"OF FINAL GRADE. 5EWAGL-DF51GN FLOW PR0V1D5D: TWO(2)500 GALLON LEACI7 CNA,"ABER5 WITi'! VICE LINE / LOT 12 / _ EDGE OF CLEARING 4'DF STONE ALL AROL!JD / Area=13 1.589 5.F,- 5.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON Vt =((25.Ox l2.83) f 2(25.0 f 12.83)x2Jx.?4 ���,� Area-3.02 Ar-es_ FENCE A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2%FROM THE BUILDING TO THE SEPTIC J I � TEST HOLE LOCATION TANK, AND NOT LE55 THAN I%OTHERWISE. = 349.3 GPD PROVIDED ! 5T SEPTIC TANK 349 GPD PRO > 330 GPD REQUIRED o LLt D13 DISTRIBUTION DOX G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM 5HALL BE 4" DIAMETER / _ SCHEDULE 40 PVC(OR EQUIVALENT) LAID AT 0.005 FT/fT. UNLE55 OTHERWISE NOTED. LINES f\ � f . ` �\ , . . . .. �, sA5 501E ABSORPTION SYSTEM 5E'!TIC TANK CAPACITY REQUIRED: 330 GPD X.200% = 660 GPD REQUIRED 5HALL BE CAPPED AT END OR AS NOTED, ,. \ EXISTING UTILITY POLE 5EPTlC TANK CAPACITY PROVIDED: l500 GALLON PROVIDED(MINIMUM ALLOWED) " 7.y LINES FROM THE DISTRIBUTION 8OX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE ~ ! + EXISTING POST LIGHT . .. ,. •V �• •. \ EX15T(NG CATCH BA51N PITCHING TO THE 501L ABSORPTION SYSTEM. DI5TRIBUTION BOX SHALL BE WATER TESTED TO 5/GN FLOW ' 2� 4\ \ Q A GARBAGE DISPOSAL lS NOT PERMITTED WITH ThlS DE W \ ASSURE EVEN DISTRIBUTION. / ' 6.y GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE \ WW W Proms STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS DF THE SEWAGE ` ) CONSTRUCTION ON OF THE SYSTEM. / ! 2!x5 ��---,�-�"=w� �• "��,, DOT'05AL FIELD DURING THE COURSE OF CON TR ~~ 1 10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL 5Y5TEM COMPONENTS SHALL BE MARKED ! WITH MAGNETIC MARKING TAPE. GA���N �• •..•.:'' t ! Errst�ng Septrc to Exrstrrrg Cesspool to be P,f Abandoned(See Note#21) rt 1 1.)THERE ARE NO KNOWN WELLS WITHIN 100-OF THE PROPOSED 501L ABSORPTION Abandoned(See Note#21) , W ;t k Ex+stmea Util�tes / (� r ''� �Oyt�k� ipFt o to Garage to bp- SYSTEM. F (^',, C .� jJ, :'"'tee - AbariboneG '`+. "�,• .. !?--.,.�� ! 12.} FROM THE DATE OF THE INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL RECEIPT TE5T MOLE LOGS OF THE CERTIFICATE OF COMPLIANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. LU 1 Exrstrn Cess ool to Test Hole#I g !' 13:) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UNLESS Removed(see Note#22J �. fit, CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES 5HALL BE APPROVED IN WRITING EiY THE Depth Layer Soil Class Sod Color Comments _ /s w4 DESIGNER, n i, LOX Q` T6pR�1NG R1 A.! 0-3 0 O G I�}.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF 3"-6" A Medium Loarny Sand !OYR 2/2 �� Y (, 8"-1 I" If Medium Loamy Sand I OYR 5/2 1V OL THE BOARD OF HEALTH AND THE DESIGNER. THE DE51GNER 5HALL CERTIFY IN WRITING THAT / THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE I 1"-2G" 8 Medium Loarny'Sand I CYR 4/G Tp-� C. PERMIT AND THE APPROVED PLAN5. 48 HOURS ADVANCE NOTICE 15 REQUESTED. 2G"-1 20" C I Medium Sand I OYR 5/G Perc @ 5 I ,• p��a�l�e 1 O mm o .� `oQ p d u TOMAL � 15.)LOCATION DF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Test Hole#?_ (EL=16.6±) 'T'-2 R Exrstrng Cesspool COMMENCEMENT OF ANY WORK.TH15 INCLUDES, BUT I5 NOT LIMITED TO, REQUESTS,TO ,� l�rgaton to be Abandoned- - S"LtTVgy �P01'dc by. DIG5AffE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. Depth Layer Sod Class Sod Color Comments / Well (See Note#2!) i9 I G.)CONTRACTOR SHALL VERIFY THAT ALL WASTELIN>S ARE CONNECTED BY WATER TESTING 0"-3" O s ' EPST,'P���N D+DYL�' AND a4S+sOCIATT3 WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 3°-7" A Medium Loamy Sand i OYR 2/2 7"-10" E Medium Loarny Sand I OYR 5/2 QC� �0 w EA.4'7" F.9IJC0 JL4SSA�GYHTI,SET15' 02536 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF I 0-30 B Medium Loamy Sand I OYR 4/G ? .P Z ANY SEPTIC SYSTEM COMPONENTS. 30"-106" C I Medium Sand I OYR 5/G CAP tt a 106"-120" C2 Medium Sand i OYR G/3 i O �P L 3 ,t Reserve . tt SjOdBUJ'vey�e rn 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 5ITE PLAN SHALL NOT � t _ t DATE V TESTING: LINDA 13 P#I4016 J8 i CB FND. PEV15ION 05/14/13: Added Irrigation Well, Relocated Revised 5A5 5T BE USED FOR STAKING, OR ANY OTHER PURPOSES, t 501E EVALUATOR: LINDA J. PINTO, P.E., C5N ENGINEERING �., _ 1"9.)T1115 PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR BOARD OF HEALTH AGENT: DONNA MIORANDI, BARNSTABLE HEALTH DEPARTMENT I tt. 9 ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C"LAYERS \ �,� HEIGHT RESTRICTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION o REVISION OG/20/!3: Changed Garage Descriptions FROM THE APPROPRIATE AUTHORITY, NO GROUNDWATER ENCOUNTERED / 1 r pti Prepared for: 20.) IF 501L5 DIFFER FROM TH05E SHOWN IN THE 501L5 LOGS, DE51GN ENGINEER 15 TO �Q � John Falcons IN5PECT THE 501L5 PRIOR TO PROCEEDING WITH INSTALLATION. .4 143 bayberry Way, Ostervslle, MA 2 1.) EX15TING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE, AREA TO BE COMPACTED TO MINIMIZE SETTLING. I CERTIFY THAT I AM CURRENTLY APPROVED BY THE F Proposed 51te * 5ewage D15po5al System DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO �OF �� SITE LAN 143 Bayberry Way, 05tervllle, MA 22.)EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE 310 CMR 15.017 TO CONDUCT 501L EVALUATIONS AND THAT i REMOVED FOR A DISTANCE OF FIVE(5) FEET LATERALLY FROM THE 501L ABSORPTION SYSTEM THE SOIL ANALY515 HA5 BEEN PERFORMED BY ME CON515TENT Du 'f AND REPLACED WITH CLEAN 5AND. AREA TO BE COMPACTED TO MINIMIZE SETTLING, WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE �� r 3 1 SCALE: 1" - 20' Prepared by: DESCRIBED IN 3 10 CMR 1 5.01 7. 1 FURTHER CERTIFY THAT THE o 0 ¢,, 00 20 Rascally Rabbit Road RESULTS Or MY 501L EVALUATION AS INDICATED ON THE / GJ�Z 5-. Marstons Mills, MA �-�`4 ATTACHED SOIL EVALUATION FORM, ARE ACCURATE AND IN G` OO 0264$ ACCORDANCE WITH 310 CMR 15.100 THROUGH 15.107 Ll� \A041,'` INSPECTION NOTE: A � ----- 11 M 0 20 40 GO PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM Linda J. Pinto, Certsfled Soil Evaluator _ NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. P.O.Box2030 Phone.(508)299-3250 5CALE 1 "=20' A. M. Wilson Associates Inc. Teaficket,MA02536 Fax (508)548-5478 16 C:1C5N\AW-Bayk7erWW-Bayberry-5D5 Pian.dwg 508 420 9792 /FAX 420 9795 pate:06114!!3 Scale: As Shown Sy: WP Check: MTA Protect No. C5NO35 I