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Home My WebLink About0189 HARBOR POINT ROAD - Health W9 Harbor Point Road Barnstable - - - A 352 018` m e �c�.a,rr, �i��v f i...l�f v�►�e Cbs�,� TOWN OF BARNSTABLE I LOCATIONd✓1 �ll VILLAGE *!lf Cali It1 ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. TP��—rA•S.`. off�f 1� SEPTIC TANK CAPACITYe C �i aty, IC�s LEACHING FACILITY:(type) / C 44 ,,4 (size) NO.OF BEDROOMS Z OWNER � / PERMIT DATE: J30 ( 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 leachin facility) Feet FURNISHED BY 17 �j 4t cu dL C s� y e Y4 No. O"�J1 Fee I/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer, We PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplifation for Misp08al �p "m Con:Complete tru IDri permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) System ❑Individual Components LocatiotAddreJrCi or Lot No. a lb Owner'"NNe, dress,and Tel.No.)P w �Q�,�� Assess is Map/Parcel $�_0 w l ,7aw Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. q� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) gpd Design flow provided Vqq gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank t)U o a ,n.t� ype of S.A.S. r- Description of Soil Zl'J Nature of Repairs or Alterations(Answer when applicable) 1„a,.. ;jk Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code not to place the system in operation until a Certificate of Compliance has been issued by this Board of me _ Signed Y - ' Date 2 daOf Application Approved by D 0, Application Disapproved by Date for the following reasons Permit No. U-t 5 Oil Date Issued I 6 V a ) t qx—{ l 0. u o Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in 6omputer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for disposal 6pstem Construction Permit Application for a Permit to Construct Repair( U ade ,,/, Abandon Com lete System El Individual Components Locatio Addre7s�gr Lot No. Q 1-�. r Owner's Name,Address,and Tel.No. d w j (UC Assessor's Map/Parcel �Z-o h T r k ,;. fin°` c_ lJ -V.J .t3AVAJ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 2%6�, -a 0 Type of Building: ,r r Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder f Other Type of Building No.of Persons Showers( ) Cafeteria V ) •- Other Fixtures Design Flow(min.required) , O gpd Design flow provided �g� gpd ` Plan Date 7 �( u Number of sheets Revision Date Title Size of Septic Tank J U o ,,-I VJII^ ype of S.A.S. ' rR Description of Soil C!7 ` u l k Nature of Repairs or Alterations(Answer when applicable) / w Date last inspected: ,. t Agreement: The undersigned agrees to ensue the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5.,of the Environmental Code and not to place the system in operation until a Certificate of = Compliance has been issued by this Board of a f Signed v =-� ^s Date . � ✓/ ;ddl s~ Application Approved by AAADaie" / u Application Disapproved by \ Date - for the following reasons Permit No. 7 U(S - ru-1 Date Issued I b / f ; ------------------------------------------------------------------'--------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the JOn-site Sewage Disposal system Constructed(� Repaired( ) Upgraded( ) Abandoned( )by / �7� T ", at ,r 6o 6 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..Of) dated i Installer Designer #bedrooms y Approved design�flow� gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date ' ) Inspector _►/ �+ �Ir !l-�� i( - No. .-61.5_— Q' I_ Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted toConstruct((�/ Repair( ) Upgrade( ) Abandon( ) System located at I / Ile.U �� Q l o F�-IY� �C�',� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date f ' 30 /i �� Approved by 1/ f�J I , FROM :down cape engineering inc FAX NO.'r :15083629880 Jun. 08 2015 01:54PM P2 Tb omas fi. Geiler;Director 94 Wxv S CA-UM rl XAM Public Health. IN-YiNion '��a�i��• 'TRaraffizur�l�[��Pa�ni,,�➢i��c�:ilir 200 icy[,im SfreiA,flyiaaads,W.A.02 601 Off na,. .SQO-862-t644 Fax: 308'M-63 C4 -faagta l�fr c Dr=.8 er ck fi9l.a�0+'orm rq/p ]CI<aat�a �,�� +rsa-��°e.►nrntintr.�r 0 u1 v.. r+�,P.4-v► ]l�,�srt�i1,rx: � f�,� �.a�/l I�'1' `` .. � 3 l 5 _— �D� - _..—,va issuedp�xnit to insiEall a. ii15t3.lei wePtir Cm at A•.r�4 r o�i ._. . _basL,r�.on a dr;r igri dram by (address) datorl (cta�5.�;ner) 1 eertfy'lhgf the ye-ptir ;,ystern..T-e{'e,eTaced above wa3 insuglind. gibs anLa y accnT,dim�tr) the des gr�, �v iitc.6a mct}�'iurdnde m:i_ocar. alaT,rraverl cl nge5 sucli as 1=.fm- .rel.o^atioa c-,`i n d.isfrY��ltioa�.biix anrllar-sepli+s��. . I u'rtif� that tbc: septic syUfl' z above was, lust&l.l,ed wi[h vi3joi: chn-19us U..e. greater tl�azt 1.4° li3t�ra1 zeincatini.�of tl.Ec SAS 01 �,1ty verCical ie.l.ncati�an of stay crrm ouert of septic", ern)but:ua amm dance-m.th,Stag d:'.(,c�cal P.r:gulstiRn,3- I�l�tu rr.:Vi57on of the i:rrtif'ted as-ij /y,, , gricr tq`follovr. �SNOfAGgs� ivlDANIELA: [ `� OJAtA ' T;alit 3 Si TlS� . - CIVIL d No.QW2 (k Yc 31gI1P•1'u 7?. nri[ (Affix l-kkguar 2 $tamp n ie) �9,1H',�,9� �ti`1J$LI�1- '.t't� �� gA<��,.Pi. .e�'BI&?�,T�:..-.b�I:��.IL'1'10[ 1DAV��ta1"I. (,:�,�tZ'YY��a✓A'7'R C91C' �.0p):juW''jQ—; V' LL i�fw:�T ,iv, 135-aJp')J uslP-, 1()7 'M$ d�CJ.RM AND A`ySiT7NX�1- OJ�1] hTSR �T IW, 1ULNSTAWX PO'BUC:�;,;i�.;1.: TE1Rpg'd?1,SRON. 'rfw4K-YOU - ('arh{iraiirm,MWTTi) 1..7 i-•n4I,-m I : S Commonwealth of Massachusetts - Title 5 official Inspection Foam Subsurface Sewage Disposal System Form=Not for Voluntary Assessments'- 189 Harbor Point Rd l- Property Address BRAMAN, DANIEL E Owner Owner's Name information is Cumma uid f V required for eve q ' MA 02637 8/17/2014' ' 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 filling out forms A General Information ' the computer, use use only the tab 1. Inspector:•' �� ' '`�'- key to move your _ . cursor-do not Trevor Kellett - use the return Name of Inspector key. TK Septic Inspections Company Name VQ 38 Vacation Lane } Company Address r � West Yarmouth MA 02673 City/Town State Zip Code 508-579-5502 S113744 7 �a Telephone Number License Number w Q B. Certification I certify that I have'personally inspected the sewage disposal system at this address and that tt6 information reported below is true, accurate and complete as of the time of the insp ction.The,=i�Spec ton was performed based on my training and experience in the proper function and mai tenance of on si 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 0 Fails ❑ 'Needs Further Evaluation by the Local Approving Authority f + .• �'Jar�. • .£ • t ' Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. tins•3/13 ' Title 5 official Inspedon Form:Subsurface Sewage Disposal System•Page 1 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form._ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN,DANIEL E Owner Owner's Name information is required for every Cummaq uid MA 02637 8/17/2014 page City(rown state Zip Code Date of Inspection B. Certification (cons.) Inspection Summary: Check A,B,C,D or E 1 always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes" "no"or"riot 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): S t5ins 3113 Title 5 Official Inspcd eon Form:Subswface Sewage Disposal System Page 2 of 17 i Commonwealth of Massachusetts ' . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments y. 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Narne information is umma uid - ' MA 02637 8/17/2014 + required for every C q .� page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms.,not operational. System will pass with.Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due .to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of He ❑ 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: s • ❑ 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 t5ins•3/13 Title 5 Official inspection Form Subsurface Sewage Disposal System•Page 3 0117 Commonwealth of Massachusetts ; Title 5 Official. Inspection Form Subsurface Sewage Disposal System Form-Not for,Voluntary.Assessments 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is required for every Cummaquid MA 02637 8/17/2014 page. City/Town State Zip Code Date of Inspection B. Certification (cunt.) 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'systern has a septic tank and SAS and the SAS is within aZone 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. I D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No El ® 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 les 1.s than 6° below invert or available volume is less than '/2 day flow t5ns•3113 Title 5 Ofidal Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 f Commonwealth of Massachusetts ^' f Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments• 189 Harbor Point Rd Property Address BRAMAN, DANIEL E - a•• , Owner Owner's Name information is required for every Cummaquid MA 02637 8/17/2014 ' page. City/Town State Zip Code Date of Inspection B. Certification (cont.) / Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS;cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is,within 100 feet of a surface water supply or ❑ ® tributary to a surface water supply. '❑ " ®' Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® J 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 101000 gpd to 15,000 gpd. , For large systems, you must indicate either"yes"or"non 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1 :vt5 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is q required for every Cumma uid MA 02637 8/17/2014 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): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 t5ins•3/13 Title 5 Ottldal Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form f.. Subsurface Sewage Disposal System Form-Not for Voluntary Assessments" 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is Cumma uid MA 02637 8/17/2014 required for every q page. City/Town State Zip Code Date of Inspection D. System Information Description: • ,F } Number of current residents: 1+ Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system?(Include laundry system inspection Yes ® No information in this report.) El Laundry system inspected? ❑ Yes ® No Seasonal use? n t` ❑ Yes ® No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump?. ' ❑ Yes ® No Last date of occupancy: current Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.):., Grease trap present? ' r ❑ Yes ❑ No Industrial waste holding tank present? r ❑ Yes ❑ No Non-sanitary waste discharged to ther Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t56s•3f13 Title 5 Official Inspection Form:Subsuface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form' Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Flame information is required for every Cummaq uid MA 02637 8/17/2014 page City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping.- Type of System: ® Septic tank,distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy Shared system es or no if es, attach previous inspection records, if any) ❑ Y (Y )( Y ElInnovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest e s inspection of the IIA system b y system ys operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Mrs-3t13 Title 5 Offidal Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form . Subsurface Sewage Disposal System Form-Not for Voluntary Assessments - 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name requira5fo is Cumma uid MA 02637 8/17/2014 required for every q page. City/Town State Zip Code Date of Inspection D. System Information (cont.) t t" Approximate age of all components, date installed(if known)and source of information: 8/12/2002 per BOH Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 2.8_ feet Material of construction: ®40 PVC - ❑cast iron El other(explain): : . Distance from private water supply well or suction line: teat - I Comments(on condition of joints,venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 2.2 feet Material of construction: ® concrete ❑ metal ❑fiberglass l polyethylene ❑other(explain) If tank is metal, list age: yearn Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 gal_ f Sludge depth:„ 91. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 17 Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is required for every Cummaquid MA 02637 8/17/2014 page City/Town State Zip Code Date of Inspection D. System Information (cont.) , Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle . 34" 1" Scum thickness Distance from top of scum to top of outlet tee or baffle 8' Distance from bottom of scum to bottom of outlet tee or baffle 15" How were dimensions determined? Measured Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): Septic Tank is water tight and structurally sound with both tees intact, large ammount of sludge pumping is suggested but not required Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑metal ❑fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top.of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts : s Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not forVoluntary Assessments t, 189 Harbor Point Rd + Property Address BRAMAN,'DANIEL E : Owner Owner's Name iequired for is Cumma uid 0 - MA 02637 8/17/2014 required for every q page. City/Town t State Zip Code Date of Inspection D. System Information (coot.) 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 El fiberglass ❑polyethylene ❑other(explain): Dimensions: Capacity: , gallons Design Flow: •. gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in worldng order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): j *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No I t5ins•3113 : Title 5 Offidal Inspection Form:SUbstaface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection- Form . Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is Cumma uid MA 02637 8/17/2014 required for every q 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 even Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D box is level and water tight 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.): Pump is in working order •If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins-W 3 Tile 5 06fdal Inspection Forth:Subwrface Sewage Disposal System-Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for_Voiuntary Assessments' `.' 189 Harbor Point Rd -' - Property Address BRAMAN, DANIEL E Owner Owner's Name information isequired or every Cumma4uid MA 02637 8/17J2014 page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) Type: ❑ leaching pits number: ❑ leaching chambers number: leachinggalleries - 1-11 g number: ® leaching trenches number, length: 2,2xl3x33.5 ❑ 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.): Dug down 15"into stones of trenches and there was no standing water or high staining 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•W3 Title 5 Official Inspecton Form;Subsurface Sewage Usposal System-Page 130117 Commonwealth of Massachusetts Title-5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 189 Harbor Point Rd 19:Y Property Address BRAMAN, DANIEL E Owner Owner's Name information is Cumma uid t' MA 02637 8/17/2014 required for every q page City/Town State Zip Code Date of Inspection D. System Information (cont.) g r. 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-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 f Commonwealth of Massachusetts Title 5 Official, Inspection Form= F `a Subsurface Sewage Disposal System Form=Not for.Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN, DANIEL E _ Owner Owner's Name information is required for every Cummq a uid - MA 02637 8/17/2014 page- City/Town State Zip Code Date of inspection D. System Information (cunt.) 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 Pond A B r _ O v A1)16' F ,- A2)50.5 A3)80.5' B1)28' . 125'+ B2)55' B3)82' Pump 3 2x 13 x 33.5 t5ins•3113 Title 5 Official bspechon Fom[Subsurface Sewage Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection .Form, Subsurface Sewage Disposal System form-Not for Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN, DANIEL E Owner Owner's Name information is required for every Cummaguid MA 02637 8/1.7/2014 page C►tyProwri State Zip Code Date of Inspection D. System Information (cunt.) Site Exam: ❑ Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high round water. 7+ Pt g g feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked,date of design plan reviewed: 8/12102 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: Plan on record shows max adjusted ground water 4 feet from the bottom of the leaching,there is surface water present more than 120 feet from the leaching Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ins•3/13 Tifte 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 189 Harbor Point Rd Property Address BRAMAN,DANIEL E Owner Owner's Name information is Cumma uid MA 02637 8/17/2014 required for every q page. City/Town state Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D,or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins-3/13 Tithe 5 Official inspection Form Subsurface Sewage Disposal Stem-Page 17 of 17 4 0 Town of Barnstable y� Depart>iuont of Regulatory.Services sntuvarenrs Public Health Division plate � 7111,( ,� yJ . lidh1�f�d 200 Main Street,Hya'nais MA 0260I Date Seheduted' :. c O. Ti me Fee P,d Soil Suitability .Assessment for Se , e D osaZ Performed•13,�a r r r e` cor7 G1(V Witnessed By: LOCATION JGE INFORMATION JAL Location Addre$s - Qi��Or �� ^1 - Owner's Namc a -Am Py�r,14K CUl. Address i Assessor's Map/Parcel: Bngincer's Namc 0 NEW CONSTRUCTION REPAIR Telephone# cS U,P 34 Land Use l a Slopes(96) G._ Surface Stoaes: hzD r, Distance's from: .Open Water Body ft Possible Wet-Area fit Drinking Water Well ft Drainage Way >�OG ft Property Line l ft Other ft 8IMITCH: (Street name,dimensions of lot,exact locadons of test holes&perc tests,locate wetlands-In proximity to holes) x TH2 0% Y Parent material(geologic) (act Depth tq 139dr4c1£ Dcpth-toGroundwater. StandingWutcrinHola: Weepingfrom Pit Rua Estimated Seasonal High Groundwater --DE' ERIYUN'PZOIrT �R SE:A:SONAI Ea �W .7' � 'A Method Used: Depth Observed standing in obs.hole: In. Depd1 to soil Mott193: lti. Depth to weeping from side of obs.-hole: In, ©roundwater Adjustment fir• Index Well# Reading Date: : Index Well]oval Adj,factor .. Adj,Groundwater Leval rt PERCOLATION 1 ']C +'S` ' mnoe�l//3"/ Time(G�OC� H Observation Flol j • ole ik 'l 2 - •Tina at 91, /0 Depth of Pere Tlm.e at 6" , 100 Start Pro-soak Time @ -- 'limo(9,14') -- End Pre-soak . 0 LI % Rate Min./lach / � j site Suitability Assessment: Slte Passed Sitr,Falled: Additional Testing Needed(YIN) /V Oziginni: Public I3ealtla Division`— — -- - - �i3bserYatit7rt3oic Data i o��tioxrz 'roiv3-Gnu zek--- --- ---.___ . ***If percolation test is to be conducted within 100' of Wetland,you must first notify the Barnstable Consgvation Division at least one(1)week prior to beginning. Q:ISEPTICIPERCFORM.DO C DEEROBSERVATION HOLE LOG Hotta# iL` [DU7.pthft; Soil Horizon Soil Texture Sdil Color 'Soil Other rface ) (USDA) (Mansell) Mottling (Structure,Stones;Boulders, - o `i ton�y,_96'tiravel) G_ g L S Ioy.e 3h �G-lam G LS �,sy t DEEP OBSERVAHONHOLE,LOG Depth from Soil Hon'zon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) i. s "Mottling; -j(Structure,Stones,Boulders. onsis en C/o Grave IDEEB OBSERVATION ROLE LOG Hole : Depthfrom Soil Horizon Soil Texture Soil Color Soil Other' Surface(in.) (USDA) (Munsell) : Mottling (Structure,Stones,Boulders. Co i tc c O e ]DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color '51311 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoles;Boulders. Co si ton -b Flood Insurance Rate Mq1: Above 500 year flood boundary- No_.. Yea ._. .- Within 500 year boundary No` Yes Within 100 year flood boundary No. YaS. Depth of:lrlataraTly Occurring Pervious Material Does at least four feet of bafarally occurring pe viou material exist in all areas ubsen,ved throughout th6 area proposed for the soil absorption systems If not,what is the depth of naturally occurring pervious matdrial .- Certification ,. . I certify that on S� I Z (date)I have passed the soil evaluator examination approved by the Department of Bnvironmental Protection and that the above analysis was performed by me consistent with . the requited training,expertise and experience described in�10 CMR 15.c0�177. Signature� "�W � _— �---� Date /A ! . Q:15.BrTIaPEIZCn0RM.D0C FROM :down cape engineering inc FAX NO. :15083629BGO Feb. 02 2015 09:57AM P1 Toga of Bamiable, Dapartigtat off diegohttoty.St�•virrs Puhic$ealth DivisionZ�7 :bis e r 20QM41L ti13=e4 Hyde MA 626ol,Z. t DateSc4dulec4 ? .' ;,'f':•r"�.,<rOTCme - 8cu Pd SOU Suitab .sty Assessment.for Sewage D& Wal Pafiumod$y:rsa r;e( rrSR rv� �,ry� yam treed .LOB CATION&GLAD i"URMAIRON 1 ocaGaa AdareBa `f 1'nPrr:��i� OWoor's A*eme Addmv Axeaeear°s Map/Pe1cC1: ��(� `O'-. [ nAgACFCS I'[atuo �(J •`••' l�; . vxw co2vs'rnuclwy 13bPAII2 _ a • tend u�:m a w rr7 p_ �---- l DisWnoeAfh>a op=Walcrl3ody 2'1Ud' It PuxsihlcwetArse ?rp1/. DrlokiagWauxWcll ft 5 W.�r✓dG—a Fmyftwtine old ft other ,_ _ t >�i.i,J�J.:(3troeluume,dtmersieas of let,e6e0t loottSone of nest I:uIw 8cpas teats,�cele Wetlands�o lncxlmity m dole; . r. PUM Weilni(geulo&)U AGia.f l r ( v thEDAad=k it W �.��--_�—..o.-• l74Ttb•toQ1mmdwatC 81a9din5WalorinHofa. ' WooplusWoPl_tRpc Hetizhowl smuml Hip Cimmwwuu D.Et.7lEIIJAWATION FOR MASfyNAL_(WWA.`ER TA,BIC Mctdod Used: r U=glh ubamy=dst�dlagiauha bolo � ...��_la, mptdo wli mttics: —Ill, `Wlc•xct�ingfiomolde 0m.hnio: CWmdWtIWrA ,Wft,)ooh f� ladex W=l:# S2, Readlag oats: +S+7LMlindns Nell kYol,.,_,,,,,.,•,_ Acjl.fBANt#'�Adl•Qrou4dWmiar9-Evel�� - PE,RCOLAIION']EST oats// aimel�� Obsemsco l Role tkDepth of E-cru rrimcmd" r r rp, Start ft"unk Tim=0 (11C/: Time(9-6' 4t/• ^_. Haul pro soak L Rate ana.rmed lt*SwWallmAncme t- tlloa . .. 9ilpFnllud _ ,T Addiliu�lih9tto Al Ui�innl YribifuH'oaloiAl'vaina t�hSotYxiiUtl73ulv1�ptw�'oBoCazraglotcrlcu-'3ack--..._-_ ' *U'U percolatlou test•is to be conductmi whidu in,of Wetind,you must&A Uottl'y ilak, Bu-=table Conegvatlora.Djv zon at least one l)weep prior to begin idug. U.:'uRPCIC4'riftf:F�lltM.L'tJC . FROM :down cape engineering inc FAX NO. :15OB3629880 Feb. 02 2015 09:57AM P2 DEEP 018SE VATIONHOLE LOG- Hole f ti Drubfrmn ViHmlvnn SonTedwo &mColor dolt• 04W �SnA On.) , NSA) cMr„acmh Wtmng (8mamd,Stcu e;Budd m l04 3tla N S ,S -�- HL+'EE OBSERVATIONHOTSLOG Hole neptht)nm RollHgrizeu .Holl'rextvre UiGilor dnn Offimr 8ne1$ao LhtJ R1sb,�T (MnosntA NJnCfixe (S!rnrJnrri,Smna;gnnldera. t DEEP OBSERVATION HOLE LOG Hole 6,^^ wthfmm RollEmizon SnftTmm= Sonrnlne anti Other' SarPsx(z.) (UHDAI (Mnnsel!) Ittattllrq U+hvctsrro Sl000a,Aanldars. DEEP CIESF'EE.VATION HOTS LOC 1101®4:`--- — Depth 5nm &A Roflmn Son•tau= Roll(fihe Hall Dula dmface(In,) (USDA) (Nieosam 1vioNgng (Structeta.Him Banldm�. ]p15imoy, Qm0 en I nad YnGtt.TAttrs�ia�$tTt�p:_ ALovo500ymr flood boundary Nn�! Yry 9J113uost]Oycnrirmtadmy No - ,,, Yes WItMa10nywtflwdbotmdxry Nra Y_ Yat penth of Nptawn-V 0cC0gdmP6rdau6Ma tor 1AI Dees at Imst four t'cot of nafinmzy eccutring p to meteria)t.*t in all mreae obwvad thrAugbout the mea proposed for the soil nb9orption 8yotom4 . It not.wbat in the depth of namraliy acmming pervious matdrla11— Ceitiffrastlnu r ' I certify that an JZ/ � (auto)I have Pined tiro sail evaluetrn araminatiert eppr»vcrt by the puptLtlatput of I;nviro�teutni Pentoctlon and ibat Etta Novo mtnlyalo was porfur=d by ma consistent wilt . the rcqutred training.expartiec and Werdw—dw.ribod in W0 CUR Q�5.13P'I'tt:1PERf;NOp.M•17oC ' TOWN OF BARNSTABLE �TION l SEWAGE # aC19 "` VII LAGE 6"�^s�`"�ASSESSOR'S MAP & LOT 352'0/1 INSTALLER'S NAME&PHONE NO. 9 IN AtIo �6a' �'"►�� A `SEPTIC TANK CAPACITY C , LEACHING FACILITY: (type) (size) ' NO.OF BEDROOMS_ .` BUILDER OR OWNER a:< PERMTTDATE: -7 �' COMPLIANCE DATE- Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and°Leaching Facility (If any wells exist ® _ ' on site or within 200.feet of leaching facility), Feet Edge of Wetland and Leaching Facility(If any wetlands exist t within 300 feet of lea ilg facility) Feet Furnished by p �-+7.�'^•-.. •-- 'i"`..r y,.k mot':,. ..,. .^- .�7 i _ .. - _ .- .. �. a 13+0 ®v go c9 3 — a' X 13 X 33. 5' -' 3 J�700 GA we n No. 1 d 0^ -(-1 E Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �C Yes' v PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Oigogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( /Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. j-act 1 Owner's Name,Address and Tel.No. oM Assessor's Map/Pazcel 35- 0 11 iP C 36e�. Installer's Name,Address,and Tel.No. as signer's Name,Address and Tel.No. SOT.42a- 10 50% -7-7 5- 6"? 3� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 110 gallons per day. Calculated daily flow gallons. Plan Date ot log Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 4n&N^,. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Heal lb. Signed Date Application Approved by pt.)_ Date /S u A Application Disapproved forte following reasons Permit No. 2 0 d 2 .2 q Date Issued Fee SO THE COMMONWEALTH OF MASS 0HUSETTS Entered in computer: }oe� t _ e eP�UBLIC HEALTHDIVISION - TOWN OF BARNSTABLES MASSACHUSETTS . � ZIoprication for Migooar 6pgtetn Con! aructton Permit I+. Application for a Permit to Construct Repair /upgrade Abandon( ) El Complete System ❑Individual Components '! i Location Address or Lot No. t�� Owner's Name,Address and Tel.No. G �o� �3R•cuw+,c� '. Assessor's Map/Parcel 3 � (1► SOS - 36; N . n. d Tel. Instaer's N Address,and Tel. I SOT.q-2a" S' So% 7-7 v- b-7 '3 5 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) r Other Type of Building No. of Persons Showers( . ) Cafeteria( ) { Other Fixtures .ter I Design Flow 1 gallons per day. Calculated daily flow 3b gallons. Plan Date 7 U Number of sheets ' Revision Date I Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1%40.1 i I Date last inspected-.- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Heal Signed Dated•-1 5 09. Application Approved by �✓- Date Application Disapproved for the following reasons Permit No. U 0 A ?q 9 Date Issued --- ——————————————--- --------------- ;el THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS_ Certificate of (Compliance THIS IS TO CERTIFY, that the O -s' a Sewage Disposal System Constructed( )Repaired (Upgraded( ) Abandoned( )by d^C, at 1 g19 2&ti has been constructed I accordance with the provisions of Title 5 and the for Dispgosal System Construction Permit No. .2Gaa—� dated ? qda- ! Installer V C MK.J Designer 7 'f The issuan a of this hermit all not be construed as a guarantee that the syste ill fnc ion as de i Date ? Inspector ^✓1 . No. DUO — Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migoogar *pztem (Coneaructton Permit Permission is hereby granted to Construct( Repair(c�) g ade( )Abandon( ) System located at 12 �AOIL ?dl_ i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of hi ermit.j j Date: / / Approved by - TOWN OF BARNSTABLE — LOCATION 9MM QZ9 SEWAGE# a99 VILLAGE BA0'^J4ASSESSOR'S MAP & LOT 3S2-0/1 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 10 00 y r1` _ _ CC i LEACHING FACILITY: (type) Jl/�.Y d (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 1 t f�_COMPLLANCE DATE: 2 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist TV /, _ on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist / — within 300 feet of.le facility) �o�CJ Feet Furnished by � I V 60 y ` ` 1n � tr !r N �) S► r1 � t1 c c� 73- 7 1 r Zr- / 6 L T IOq SEWAGE PE RC31T p0. V11LAGE ,3 6 G l F 8 IItST A LL R'S_ NAME & A00ItESS ¢Xjy a 19 U IL D E R OR OWNER, DATE PERMIT IS-SUED DATE C-OMPLIAKCE ISSUED I ' o- •s�q-�osz �..vr- ,�2a1 No................:1._... Fims... ......................... THE COMMONWEALTH OF MASSACHUSETTS ,ram BOAR® OF HEALTH /Z �R...................OF.......... .511101.... .. AVV iratiou for Uiipnsal Workii Towitrurtion Urrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: A- ..... f U.I.D.-- ....................................... �Loc Address or Lot No. A-0 ...... .............. ........................_......------•--•...•----•-- Owner Ad ress 1�__u. ' C s�-: �� --.- vim.... , �t ,."t.� �......... ` . . ---- Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures .................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width---------------- Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date......................................... aTest Pit No. 1...............minutes per inch Depth of Test Pit.................... Depth to ground water--__--_--__-____-_:__-_. Test Pit No. 2................minutes per inch Depth of�st Pit---- _..---------- >epth t ground water........................ ---••----- -=- ------------------------ :--- ---- . ...................................... Descriptionof Soil---------------- - ----- �. =----•-----••-- ........ ............................................ W . .................._ ---•------------------•• UNature of Repairs or Alterations—Answer when applicable....A-----.-__�_"__�x_�.__�lu...�/�� Agreement The undersigned agrees .to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL M 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b}eeen issued by the board of health. s ate S�ded.... ." ....... .........!t:. ....../_ Application Approved Date Application Disa rov for he following reasons---------------•-----•-•------••--------•----•-•-------------•---••----------•--•--•---..._...---•-------------•- ................................... .... ...•----...--•-•-------------------...._........................ ......•...--------•-----------•--•------------------..................-- ------......_. Date PermitNo.......................................................... Issued............------ ........................... Date No .............`.... FEB..................._.... THE COMMONWEALTH OF MASSACHUSETTS BOARD,�,OF HEALTH ........-...............OF.. ....................................... :......; Appliration for Bispniiaal Works Tomlrnrffon Frrutit Application is hereby made for..a Permit to Construct ( ) or Repair (. ) an Individual Sewage Disposal System at: { •} t_7 r.jc. T ir c-:.d� �).1 Location.Address ' f� �t- or Lot No. t_t�.._......-1'............. .............•.......... .............................�rT:h.!.!:. -------------------------- t Owner Address, W r _ ... t . ...............t' `..•....�:... � '�� %.1 � / fi ,` 1a�"i 7 Installer Address Type of Building Size Lot............................Sq. feet V U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( '.) 'k Other—Type of Building No. of persons............................ Showers — Cafeteria PaOther fixtures ................................ --••-•....... W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons. WSeptic Tank—Liquid capacity............gallons Length.*.....:........ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area...................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 4 Percolation Test Results Performed by-------------------------------------------------.........;................ Date..................................-.... . ,4 Test Pit No. I................minutes per inch Depth of Test Pit_____ ............. Pepth to ground water---------------------_.. Test Pit No. 2................nes per inch DeppAyfio f_ . _...._ Dept o ground water........................ .-! --------------------------------------------- O Description of Soil.............. V ............................................................. -------------------•----.....-----•---------•-•-•----•----.....-•-•---•---•-----••----...-•--------•-------------......---••-......------. --------------------- U Nature of Repairs or Alteration Answer when applicable____Ar:._ �_.. .......................... j' ' --- _,•------------------ ----------- --- T....... ._........................................................................................................................ Agreement The' undersigned' agrees to install the' aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the,State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of C�'o, pliance has been issued bry�the board of health. �,'�( ` !�.t t c C Cl t r � .I s..,� G.a .tea..�.• /, Signed R._.. - / t f�G`��iC�- t Date Application Approved,�By...... •..... •...••... •••.....••... .................... te Application Disiprpe or the following reasons:.................................. -------•.................•----..............--•---.......Da......----- Date Permit No............................. Issued -- ��++-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 4 ...............OF............................... ................................................. .......................Trrfifiratr of Toutplianr : Tha t Individual • ewage Disposal System constructed ( ) or,Repaired ( ) -----------•------•-•--------•------•----- 2: 7r '_ � Installer at................................... ......................--••--.........••............... ..............=....................................../... Z..................... has been installed in accordance with.the provisions of I-d. � "_ The State Samtar l?--/o ��,,(dOtribed in the application for Disposal Works Construction Permit No_________________________________________ dated,................................................ THE ISSUANCE F THIS CERTIFICATE SHALT. NOT BE-CONSTRUED-AS-,A GUARANTEE THAT THE SYSTEM WILL VU 'q/T,I SATISFACTORY. _ 'DAT r'. / Inspector ......... ................ .: •-•----•- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF. HEALTH ............................... OF.............:........._.........._............_... ,.,.....................•.--.... No......................... FEE .................... Vamit Perr6i�� is hexbyan ,tf...--•��.....�.�Z -- .... ---------................... ............................. gr eipair ( �t , age Sjstemt y' ... ._. ..... atNo.................................................................................................................................. = '� ••-•-••••- Street -fd ••-• as shown on the application for Disposal Works Construction Permit No,�_`_r� P -----.......••........... .......`..........•........................................ ............. Board of Health DATE...............................................................---------..... FORM 12IM5 HOBBS & WARREN. INC.. PUBLISHERS M i i 1 } -j �_ E:l I -t I �o-c � d GLY% 4�x$� Mr- 4 � f I I - I _ esstona��Evn��nee� _ - r i - i + - } t ti, ti ' I i h I 14 t •� - 11 t 1ef�q�raL�_S�is �_rv►_f # �cck a<<n 32 b.or_'Po%"YA o oLc!- 1 aY s t t _DIES -G-4•I- 1 #-- --+- �•v el�-c�_ Via► �_. -�' ow = '3_x 1�_o = 33.0_ P D_ - - � -I-•-- - fiG_�r b}Ct.C�e�_\S_ I _o�SQ._� 33.0_X_L_,5.0�� 4�5"�� `_ QN 4c*, 4-4 I _ _ —� t't_►�„nef r'CIQ,1n' g_ _c�c�r-p_. .q�t �Ort�V.� Pt3_vYnLot �t!(1c� c� r I I J Cx ►_,� bra . ' o iq��- t A ! f 2-p S•fir. e r �.c� %M` �_. _r_D _ -IsereIS 2-L4 i CS .-pNn—4--S..l ILY'4 N I _-�--�- �� ►l.��.s �?4`�-_4g��•o�b��2�� %�_� l 4 PD ' x'Z4 _ 1.. + o`�-�-\�� Viz. G PO i I I E { 1 1 I � 1 1 I( 1 r i c. ` -ca,�_1�_ a s�-r�b ►.e_r,_b c��c 1_n ei�} 1 %� 4�— — __tom gat -DOS�r110��r4®o bCDy-A Yi - ��r►17 e+ 9 ��(`3+ 199 4 -al4rI-Ielve cis iss CA A_s_L'; - p � i - ._ � w I 1 / _ 4 ,. r _ , k --- - � � � _ _"�, / i f - � — - _, .. .. i r � / . f � '.,i . , r I� • . . / J'� r ,/ � 1 1 �I y . K t L :/to f . _ ; F r � - 4 •�.� . ,q � -r .4' OilI C T 5T*G BROS BUILT OUT PLUSH W1 RAKE —\ ----------------------------------------------------------------------- -------------------------------------- 4 CUSTOM WOOD BRACKETS BELOW ----------------------------------------------------------- -----—------------------------ -------------------------- ------------------------------------E ---------------- ---------------—-----—-------------- --------- 0 -------------------------------------------------- ------------ ----------------------------------- Id, 12 ----------------------- ----------------------------- 10 1,5- 0 OS-1 -7 ------------------ ------ --------- ---------------- ------ ---------------------------- ----------------- ---------------------------- ---------------------------- AS PhALTTIMBERUNTE—DOUAL ------------------------- ARCHITECTS GRADE SHINGLES -------- --------------------- ------------ --------- TO SELECTED COLOR --------- --------- proposed dormer plate ht. ---------- ---------------------------- j t:j tzi tzi ------- ----------- lx8/1,,4 RAKE ----------- 1 0/—RA I ED I ----------------- -------- BUILT OUT V ----------------- dormer pit.IT. OVER 1 x4 FRIEZE BD. ALUMINUM SEAMLESS "-cu -------- MH 719 ON B.FASCIA, e'SOFFIT OVER ------- I --� iV 8 FRIEZE DO W1 BED MLDG. ------ --------------- I- -— ------------ ----- proposed second floor --- ----------- -------------- UILT OUT 5- _____________—______________________—_—___ 1 TWt44fi lea DVER I x,r FRIEZE Do. j. z 12 0 —..'stl.g-calling ht. garage 2nd floor OL-1c DOUB 1Lf-Mu:4GWNOOw5 I I I I W1,11(345/4. CAP I I I I UTTER5 WHERE SHOWN WHIMCEDAR5HINGLES, 2. RA1-(TCP$BOT7OM)DFT�FN— 5-EX-5URE 4,G PO'5T5 CASED 114 1 I BALU5TER5 W,I'SPACI a.. existing first floor -A TERMINATE 5HINGI-JE5 OVER lit y 4 CROWN MUDG.ON I.G 2 rRIE1ZF DECKING ON DO P.T.DECK FRAME fop of foundation I I x 10 SKIRT BOARD STONE RETAINING WALLS---- Lu PER 51TE I /L J-J, /L/ existing basement floor Cd 0 00 elf E IT xr proposedlJZ > 1- FRONT(west) ELEVATION 1/4" V-0" z 8'-0'5HED DOOPMEF xG T#G BIRDS-BUILT OUT PLUSH W1 RAKE 4 CU5TOM WOOD BRACKETS BELOW ------------ ------------------------- ------------------------------------ ---------------------------------- ------------------ ------------ASPHALT TIMBERLINE or EQUAL ----------------------------------- --------------- ARCHI BCr5 GRADE 5HINGLE5 —------------------------- - ----------- --- TO F,EL,,CT,D COLOR(F`F.) —--------------------- ------------------------- ------------------------------------- --------- --- ------------— ------------------------------------------------- ------------------------------------- --------------------- ---------------------------- ----------------------------- ------- --------------- ----------------- --------------------- -------------------------------- ---------- ----------------------------- ------- ------- --------- ---------- ----------------- -- — _____--____________-___--____ -------------- -- Proposed dormer plate ht. ------------------ ------------------------- ------ — --------- --- — ----- I I WHITE CEDAR 5hJNG1.E5 ----------------------- @ 5-05URE —------- --------------------- ------------------ AUUM U. T- ------------------ Q 0.V I—A. ------------ -.1. 4 . ...... -5 z ------ 1 6 PPIT OVER ------- ----------------------------------- I ..... .a FRIEZE DD.W1 BED MLOG, ---------- --------------------- .... --------------------------- ------------------------------------- ----- -------- w --------------- proposed second floor I —- - P --------- existing ceiling ht. IL1 D U) rp IZ NCH OR5. 0 W/14� CASING*5/4x O CAP IN "10C rz i. . 1ANDRAILBETWUN 1 0 4x41`05T5MFDINI- — existing first floor SUPPORTING HOTIZOITTAL WIRE 5Y re. CAP imj CL CUSTOM SCREENS BTWN POSTS x4 DECKING ON P. DECK FRAME OU n] I x 10 SKIRT BOARD Q. 5= El =a - U-- I= P.T.4.G POSTS CASED IN I Fn51 F1 —= —= =—= Y.i DATE: 01127/2015 ILL111 RAI .......... existing basement floor SCALE: AS NOTED FONOTUDF5. FOOT"PTO. ------ 4--4------ 4---- 4- IL T -1E �L proposed DRAWING III: REAR(east) ELEVATION 1/4"=T-0" Al - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE t�- I xG TlG BRDS�BUUT OUT PLUS W/RAKE 4 CUSTOM WOOD BRACKETS BELOW --_ - - -------------- -- ------------------------ -------------- -------------------------------------------------------------- ----- --------------12--- --------------------------------------- ----===----====---=------ ============_:_================_ ______=z -__ ------_____________________--____________ A5PHALT TIMBERUNE or EQUAL GO'xG0"CUSTOM WOOD CUPOIA _____ -------------------------------- ---------- - ARCHITECTS GRADE SHINGLES O _ _________ TO SELECTED COLOR(M.7 ------------ _____ ___________________ ___ ______ __________________________________________________---------------------------------------------------- -_------------------------------ _____-_ ----- ------------------------ -_------------------------------___________________________-___________________________________-----_____ ------ --- proposed dormer plate ht. _________________________ ___------------------------------------------------___-____-______-______ _ _____________________________________________________ _ _____-_______________ _________-________________________________________________________________________________________________________________________. AR21 __________________________________ ___-__--_-_---_ __________ ___________-_______________________________--_ - _ ------ JIN WINDOW911J 511ED DORMER BEYOND dormer pit.ht. ® ________________ _____________________________-_________-_______________________________________-_____________________________ ---------------------- _____________ __-__-_--_-__-________________________-_________________________________ Ix10/Ix4 RAKE - - _______ BUILT OUT 9' _________________ _ OVER Ix4 FRIEZE BD. I� ALUMINUM SEAMLESS GUTER5 ------------------ ------------"_---- '-_-_-_-- ON B'15CIA -� ALUMINUM SEAMLESS GUTERS ON e^FASQA ON ------------------ Tw243a ---------------- - Proposed second floor pj r 8'5O11IT OVER __________________ ________________. Ix8 FRIEZE BO W/BED MLDG. -----""-------- ------------- ___ __ _ exis g ell g t - garage 2nd floor - 1 x _ e MLDG. tin c'in h --- - ---- ---- _---- -- ---- -------------------- �' s"soPFlr OVER -____ -_ ----- -- - e FRIEZE BD wi BED / \ /AW25t\ WHITE CEDAR SHINGLES TN24Y _ r Tw294fi DO B -HUIJG WINDOWS W/1 -- — x4 CASING 4 5/4x CAP 7n— existing first floor WHITE CEDAR SHINGfES ' N L4 5'B(POSURE - ® ®. lop of foundation 2B'k6B.. AN25t 251 \ L \\ 0 J a tf Twz446 Twz4w W•- tf T �—Q ERMINATE5HINGIE5OVER \\ Q In °-tYl 4-CROWN MLDG.ON I xG 4 I x 12 FRIEZE BD. 1 1 C L O ✓ r exist. basement floor } m JO L---------------------------------r __ vi DOUBLE-HUNG WINDOWS ( rnl rU NEW FOUNDATIOIJ WALLS 4 POOTINGS W/1 x4 CASING 4 5/4x CAP I V } r r1---- -------- l i /L� m L_---_ - - --�--- -------------------------11--� C--� C--� P.I Z N W proposed ° RIGHT SIDE(south) ELEVATION 1i4^=r-10" --------------- ------------ -- - - ------------------ - - - - - , --------------- __-----_________- ________-____________ ___-________________________________ DOG HOUSE �. ____ ------___________-___-________________ __ -- DORMERS GO•xG0'CUSTOM WOOD CUPOLA xlO/Ix4 RAKE __________ __ _ ___________________________. .______________--_ _______________________________________________________-__________________________________- BUILT UT 8' -----" ---------- ---"----------`-"------- OVER Ix4 FRIEZE BD. _____ ______ ____________________ __________________.________ _________________________ - ___________---_-_--___ _________________ _________________--_--___________________- __--_---_______________________________________---__----___________ ------___________ _ _________________________________________________________________________ _ _____________________ --------------- ASPHALTTIMBERLINEo EQUAL proposed dormer plate ht. _ _________________________ ________ -- _ - ____________________-________________________ ________ TO SEIECTED COLOR MP.) FTF1 ___________________________________________________________ ________________________________-- --_______________ dormer It.ht. ____ __ __ _____ _ _ _ A251\ -- __ __ ______ __ _ __ _________ p \ M TERS _— ALUMINUM 5EA W55 GU --- -- -- -- ON 8'FASCIA 4 - - TVJ2442 TW2442 TW2442 TW2942 --- __ ___--_-- n ___ ___ ______________ __ _________ __ __ __ _ V 50FFIT OVER - --- __-- _______ _-- --------- -- ------------- I - Q x8 PRILE BD.W/BED MLDG. __________-______-_______________________________ .______________ -_ N ----------_--_-- __________________ -- _______-____ ______________________________----____ _______________________-________ _______________ ALUMINUM SEAMLESS GUTERS �, W Proposed second floor ____________________ __________________--------------_________________ _______-__--_ _ ON e'PA.KIA 4 __ --- -_-____ ___________-___ e'SrRI OVER m ____________ _______________________ -_ Ix8 FRIE_'E BD.W/BED MLOG. = F existing ceiling hl. ___________________________________________________________________________________ ____ garage 2ntl floor C = ® ® O ® A=41MI -- W - -- ----------------------------------_ DO U BW-HUNG WINDOW5 } W/1 M CASING 4 5/4x CAP N Y 41`t m O TW3445 TWt496 N249fi FWH31611 �_ ® C •Yc` C ---- --- Z 0 N 6 O existing first floor 311 C C O f' / nTFFMI 10©°°©®❑0 �°°© - e'x 8' G S 6 OVERHEAD GARAGE DOOR c x W W. Ix4 CASING 4 GA CAP ► T W J o 0 0 0 top of foundation W _ � ® � � � .� ❑❑®© �� ®❑❑ ❑❑ ©®© _-- spa } 1 9x9 O H.GARAGE DOOR 9v B O.H.GARAGE DOOR W W N 1M4932 1Wrz432 TA2431 O I K 5TONE RETAINING WALL-5 E. TW24W TW<^'� o PERSITE _T ----------------------------------� DATE: 01/27/2015 existin basement floor -J L TERMINATE SHINGLE5 OVER 1- -- -J 4'CROWN MUJG.ON I xG WHITE CEDAR 5HINGU!5 < x 2 FRIEZE BD. SCALE: AS NOTED 0 5'ENPO5URE ---------- — ------ L— ------ I proposed r 7 T---�--- -- �- �- -�----- r- ---------------- DRAWING#: t(I �"� �� }L �NEWCONCRETEPOOTINGE, 1 -------------- LEFT SIDE(north)ELEVATION 1/4„=i,_O„ A2 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE core: DOUBIP ALL IXISTING 2x4 STUDS IN ALL IXISTING 2x4 WALL51 PROP.PORCH EXISTING FOUNDATION/BASEMENT above I O-O"+/-FXI5TING S3 ---- T-TT 7 I I NOTE I I I TYPICAL-NEW POSTS UP TO REPLACE AIXWOWSOR5SOJ5UPPORT LVL,ABOVE 4 IN METING LOC NERO U 13 S NOTED I I I DOWN TO NEW CONE.POOnNGS I I N Z rl=- CoI I ¢ j BATH III lO LAUNDRY =1 I IIL+'< 'L-- ze'— f=__ SCREENED IN PORCH o er Dabo I \ T P,T.— SCREENS BERNEEN N unfinished P05T5GCAASED IN 1.TRINII L STORAGE 87 N m LVL beamabove LVLLu beam above > Lu a J'0"x 51 r S T- SCREEN OR. m N d M 7 ❑ e% � ___ FAMILY ROOM rumace enlmeey �.' v 52 7 UTILITY I I / I --- I - a m uR ui T JL 6'Pia'a' — -- — — ... - • T T _ ——tLvl beam above I I I I I I I ICI (/I zjawALls a I z j I O jZD unfinished / IIIII gal o LU cPv GARAGE ABOVE STORAGE I o U) b a __ O L 1 1 1 1 r— — EXERCISE ROOM D N r a w a / ? o 0 I w .... ....-, .. N O S4 0 L I a I F � mP 4 d.p �2,G�MALLSrnbt L 5'-G" W C Z 2G'-0"L 23'-G" 28'-a' d y m g ' Z W PROPOSED ADDITION go e proposed a BASEMENT PLAN w w IXI$TING WALLS Q F 1/4"=T-O" a F NEW WALLS DATE: 01/27/2015 NEW STUD WALLS DEMOLITION SCALE: AS NOTED METING WALLS DRAWING#: A3 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE L t, ,r) PROP.PORCH EXISTING FIRST FLOOR STRUCTURE above EQUAL EQUAL 53 — 7 G'-7" TWICAL-NEW P05T5 DOWN TO Dj 13 JS SUPPORT NEW ABOVE t 3 3"IJ- — H � � � DOWN TO NEW CONC,FOOTINGS Z 7(f— — O ® Oo 4� j II BATH I II II I II II IIII BEDROOM 26xga• 0 II II . o IIII II II O � I I I o � II II 6xG WOOD DECK N zs•xre• / Y _ �1 F-———--I PROP05ED RETAINING WALLS S2 __II �I J r54x4x.25o In 4n'we'e" —J I———— 8'_7" uJ STUD POCKETS J 7 = LVL beam above _ _ W1•L"s TO 5UPPORT V CLOSET N STEEL beam above WINDOW Hf DER Lu C 01 L ----_� I.n T5 4x4x.250 T5—,250 TO BASEMErJT Q r o 7 it �moi } U .� j^ GREAT ROOM Of m 2 v 7-0- o 6xG Q N - Ir--- (Jz > � III I I I COIJCRETEIAPRON I PORCH I FOYER 9� To Lv beaserabove _ _ j1 d� ua m Q z GI-2 51V'PIRECODE GVP56 D. r GARAGE LEIUNG WALLS ------ 1 n II � CLOSET (V _ T5 4x x.2Aq——J L_ _ —T '— T T r 11 T — STEEL beam abo T5 4x4x.250 zewee' ON ua v I I I IIIIIIIII <¢ R GARAGE j w v N I 5 18 WOOD DECK N STEEL beamabove ze'xse• o f PANTRY L I d LAV. BOO r — / DINING 4 wx MUD RM 2'1 5'-1 a 0 r ?/ KITCHEN a e SS44 LC m L ycon 5'a, 5'_O" 5�_a� y'_ 1'_5" 3'-O" 8'-3.. 7-0' 26'_O" 23'-G` 28'-O" y ~ G L H J PROPOSED ADDITION �I 05 W 5 LL LL proposed a J3 LL FIRST FLOOR PLAN W 'o IXISTIIJG WALLS a DE.OUTIOw DATE: 01/27/2015 NEW WAILS SCALE: AS NOTED i DRAWING#: A4 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE I F'. �J PROPOSED SECONFD FLOOR ADDITION 5'-0" 42'-d'+/- EX15TING E45T.(I 2'-O"+/-) S3 EQUAL I EQUAL 7 T-5 1/2" 7-5 1/2" ------- ROOF 1 Z I I w I I iN c BATH 3'V. pLINEN I a O 1 1 1 kg C, N I HALL _ BEDROOM#2 _ N N N b STER BEDROOM S + w 26'-a' C)p- 3'-I a' 4'-4" a-a" 3-I0' M o 00 Q E � si s2 CLOSET CLOSET N Q R p I � r _—___ _ ———— ————— ———— 2 7 m I ROOFI ROOF p w a 4'G'KNEE WALL j BEARING WALL U �— N 1 1 4'-7" 2 d N _ — Y6k6'B" u> I I J ON c I 1 I O 1 O —— Y6•se^ CLOSET I O 2" m J------------------------ �¢ BEDROOM#4 ONGO - �� r _ UNFINISHED UTILITY YB' m j N m Y6k6'B" k60'/ CL 4'-1 O" G'-1 d' / O I I y s•v. I a10 MASTER BATH o _ f@� TUB - N CLOSET KNEE WALL O m N _ SHOWER + _ SO Q B L O a c G I d' 5'-4' N N N C Im L-----_ -----J _ L V Cz Z 5'-3" G'-G" 23'-G" 28'-O" N y m Ix 1 T-0" � I I d �d � 0 7 to ` C J 2e-a' N s I.L. PROPOSED ADDITION e e° Z e �g = 0 o �m W cn proposed SECOND FLOOR PLAN w a New wALLs DATE: 01/27/2015 SCALE: AS NOTED i DRAWING#: 1 A5 -9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE 1` k� IXTERIOR 5nEATHING 5TUD WALL 1.DECKING PROP.PORCH EXISTING FOUNDATION P T.2x DECK JOISTS SbOV¢ TYPICAL: ADD CONCRETE FOOTINGS(A9 SHOWN) PROP05ED STAIR UP TO WOOD DECK UNDER FRONT PORCH: 4'-9" BOTTOMS TO BELOW FR05T UNE - O'THICK POURED CONCRETE PROVIDE 5000 CONCRETE 5UPPORT "'L-oR'o'5T FOUNDATION WALL ON O'.2oSTEP DO"TO FULL WALKOUT FROM BOTTOM OP P05T5 TO FOOTINGS / -)- " _r-I-I'-I II rCONTINUOUS CONCRETE PORTING30' 30' _— r r T 7BOTTOM TO BELOW FR05T LINE r - 30 Q IXISTING FOUNDATION WALLr--P.T.6/4x6 POSTS ABOVE I x LL ATTACH P05T 5 TO FND.WALL WI ] JOIST HANGER APPROVED 91MP90N POST BASE I 30' _ T36' �, 2,LEDGER BOARD AND TO P.T.(2)2x O W/ L _J r-- , a I I 1 4-\ APPROVED 511,1 O14 PO5T CAP5 (rwICAU — — 1 30' _ L L P.T.(3)2K12 _U 12,_,, C YI-\-J // �/ N IXISTING FOUNDATION WALLS GENERAL ATTACHMENT of LEGER BOARD P.T.2zs•s u TYPICAL I \ / 10 o D to BAND JOIST or RIM BOARD/SHEAR TIE DTL. �n @1s••o.c. o ° w SCALE:3/a"=1'-O" - I I I IA \\\ s Ia SCREENED A PORCHry - I � � I AREA / \ u _ �" � ",TING CONCRETE SLAB FLOOR FOg�J'I w EXISTINGIJ.LLYCOLUM145 a w M�'�rvl 30' ON NEW CONC.FOOTING5 30 PPOP05ED RETAINING WALKS _ --1 r—1 3 u�im a (2)1 3/4"z 11 1/4"LVL BEAM 1 _ I(2)1 3/4"x 11 1/4"LVL BEAM! 13o.1 36• (3)1 3/4"><11 1/4"LVL BEAM _ I \\ m w L 30' --{-, L T54.4 x.250 /13G' N• \ n N L__J L J _ _� 1-T '. -__7 u 6_____ 0 r----I� P.T. zxlz•s@1s^o.c. 1'/ o w•c y r Ln 26'G„ Ir--- rv' 1/ FOOT FORR. J V N L M S2 N _ — P.T_4x4 POSTS ON Y m O OTCH 2'9" 9'-G" -6" 9'-G" 2'-9" ] 1� 12"x36"x36'CONC.FOOTING o I V B'per SEE pTL.•e R W C 1 i J� R rz•LVLs 10 Itw�� \ m O V CONCRETE APRON I I c I m o O z / Q A — C7Z > �nog00 .°��-'. •'r,�� ..� P.T.22z10 1 9'7" H: Q GARAGE DOOR OPENIN I pEPRE55 T.O.FND.16" I 1 = C a(2)912 LV WE CONCRETE FOOTINGS(A5 50 r 3 ul,n II _ LU BOTTOM5 TO BELOW FR05T LINE 4'-3" RO -ORE VE CONC.APN/ AB ADD20 O 5T 4 5A5E FI - - C, ' LU 3'./-tlroP I Z— 1— 36 / L I I LVL BEAM (2)1 3/4"z 11 1/4"LVL BEAM \ O BEARING WA 1 36 T-I 1-T IT _ 36 36° I 36• 11/ n (4)MS DOWEW FILL f GROIfT or SIMILAR BEAM L- -f L T UP TO EXISTING TO FILLNIDA I N 36" I/ I 36" (41 NS COWE15 DRLL 1 GROUT Z / I z®TOP l z O BOTTOM-—AL 1 /17 I TO Ez sT NG FOUNDATION I L'-O' (2)912'LVLa c REMOVE E%I5T-RETAINING WppLL `I 2®iOP i 2®B7TTOM-MICn1 / \ FRAME ENTIRE REAR WOOD DECK ABOVE GARAGE 5LA0 FLOOR / / O AND STEPS TO SECOND FLOOR ABOVE 1 /I I 1 / ) AS ROOF DECK W/ DEPRESS T.O.FNO TO 4' 1 U (- .• FOR GARAGE ACCESS / ------ x�DECKING- O C LIJ�_______-__�____---_--- -�--- OKEVEREIE ONP.T.SLEDON CUT DEEP 5AWCUT CONTRACTION JOINT i _ 3 U ORE ERSE SLOPE, A ED ON QI O I q. I P.T. 2z12'S @ IW O.C. EPDM ADHERED ROOFING MEMBRANE WQ I m N w o I I I I p I%?per/CUT FOOT TFORLR.PROOF 1 } OVER 3,r4'PLYWOOD ON DECK JSTS t/7 see DTL.•E o O I 4-THICK POURED CONCRETE 5L4B FLOOR 2 912 LVLe L Iro O' O N m 11 WITH G'x6'-I O•.10'W.W.M.ON CIE.AN FULL HEIGHT(?)OR MATCH IX15T.HT. r y !a VOr U ] O 0 WITH 6 MIL VAPOR RETAINER _• ---- ~ O \ U p THICK POURED CONCRETELEI 'r]t d OVER COMPACTED GRANULAR BASE FOUNDATION WALL ON 1 O'.20' / 4'THICK POURED CONCRETE SLAB FIR. W // - O PITCH 2'TO O.H.DOOR I CONTINUOUS CONCRETE FOOTING L____/ � NN G NICOMPACTED GRANULAR BASEIL POLY VAPOR BARRIER R la O O I I L — — — — — — — — NOT AUGN WITH E%ISTING o- ff: V o N I I - — I of I I I S4 0 a a { T.13)2x12 / ) Z Q FOR LATERAL LOAD CONNECTION J INSTALL IN(3)LOCATIONS AS SHOWN: O•CIA.CONC.SONOTUBES ON m Q _ - 8-a� APPROVED SIMP50N Hp O'THICK POURED CONCRETE 2g•DIA.COtJCREONOTU FOOD FTG. w 1 I HOLD-pOWN TEN51ON DEVICES FOUNDATION WALL ON 1 O'x20' l p T 6/4x6 POST5 ABOVE O'THICK POURED CONCRETE L EA.W/ALLOWABLE STRESS CAPACItt BOTTOM TO CONCRETE FOOTING ATrgCH P05T5 TO 50NOTUBE5 W/ •• Z FO THICKI PO WALL CO 1 O'x20' NOT LE55 THAN I500 POUNDS BOTTOM TO BELOW FROST UNE APPROVED 51MP50N P05T BADE V MU14 N0005 CONCRETE FOOTING SEE DTL.'D' C PROVIDE: AND TO P.T.(2)2.IO W/ W O•• CONT BOTTOM TO BELOW FR05T LINE 26 a 23'-G" 25'-O" CONTIN.#5 REBARS- APPROVED 5IMP5ON P05T CAPS T PROVIDE: JI 2 (2)Q TOP l BOTTOM OF FND.WALL (i1PICAL) w m m III CONTI N.#5 REBAR5- (2)Q TOP.BOTTOM OF PIND.WALL PROPOSED ADDITION e t"~d C d CARRY MEMBRANE TO 9 (Q ` C O BOTTOM OF DOOR.I B" P. WHERE NO DOOR. ` Ix4 DECKING ON P.T.5LEEPERS 9 L O Q 2.6(4)FRAME CUT TO REVERSE SLOPE CI 3M'TlG PLYWD.SUBFLOOR ON EPDM ADHERED ROOFING MEMBRANE In C IXTERIOR 5HEATHING REMOVE IXISTING 51DING 9 /2'TJI§Q 16 O.C. OVER 3/4"PLYWOOD G EXISTING STUD WALL Q LEGER PRIOR TO INSTALLATION C` T O THRESHOLD CAREFULLY PLA5HED AND OL d ' LL CAULKED TO PREVENT WATER INTRU51ON IX11TING2n BAINDJO15T 1/2'G.W.B. I U or "MIN.EWP RIM BOARD (JO15T CONTINUOUS FLASHING P.T.(2)2x10 W WITH DRIP EDGE C, W FOUNDATION PLAN P.T.2x12LLDGER FASTEN TO HOUSE FRAME FINISH W/ � DECK JOISTS STAGGERED 1N®ROWS C P.T.2.12 DECK JOISTS Q I G. O.C. BEAD ERR,or EQ. a 5EE DTL."C NOTCH/CUT TO 5LDPE 1L--- I/2"DIAMETER LAG SCREWS or 1/q'=1'-0° /H•per FOOT OR"Co, P.T.4.6 PO5T5 THROUGH-BOLT5 WITH WA5HER5 IXISTING WALLS METAL FRAMIING HANGER Q EA.END DATE: 0112712015 V15TING 2x FLOOR J015T• 4w WOOD I-JOI5T5 or MPCWt GER NEW WALLSSCALE: AS NOTED EXISTING FOUNDATION WALL x BOARD,NIU5T BE GREATER THAN OR EQUAL TO THE DEPTH OF THE DEMOLITION / c 1 ROOF DECK FRAMING DETAIL n DECK J015T AND NO GREATER THAN THE C 1 DEPTH OF THE BAND J015T SCALE 1/2"=1'-0" DRAWING #: GENERAL ATTACHMENT of LEGER BOARD w C to BAND JOIST or RIM BOARD AV � SCALE:3/4"=1'-O° THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE PRO VIDe RIDGE BAND STRAPS PROVIDE RIDGE BAND STRAPS Ir 5Ee DETAIL"B' (2)1 NW'x 1,n RIDGE BEAM SEEDETAIL' P05T DOWN @ ea.end (2)1 3l4"z 11 7I8"RIDGE BEAM 1awcR am.To elve sneD DowaeR RA.rtRs (2)13/4"x 117/8"RIDGEBEAM P05T DOWN Qea.end --12--- \ --_ 2.10 ROOF RAFTERS @ I G'O.C. Ai / / p - W/5/8•CDx PLYWD.5HEATHING/ �12 I 2x 10 ROOF RAFTERS Q"'O.C. `\ 4 A5PHALT ROOF 5NINGIES 2x O ROOF RAFTERS Q 16'O.C. / W/5/H^Cox PLYWD.SHEATHING \ \\ 2x8 CEILIIJG JOISTS @ 6'O.C. W/5/H'CD%PLYWD.SHEATHING // / 4 ASPHALT ROOF SHINGLES I \ 4 A5PHALT ROOF SHINGLES I I II II II II II II II II II II II II II II II EA.SIDE,sfe DETAIL ABOVE 2a CEILING Jolsrs Q I6•D.C. 2x11 CENG JOSTSQ 51MP50N H .5 HURRICANE CUP5 ' �I 5DE DETAIL-a proposed dormer plate ht. / X proposed dormer plate ht. a 1 PLYiVD OU5 2W H EWRAP 4 2x6 STUD WALL W/ L/� \ L W1 5 PBGL INSULATION, /✓ / 2 , \ \ WHITE/2- CEDAR SnIIJGLPS 51/2'Pool.,IN5ULATION, / N 2 \ \ /2•PLYWD.,HOU5EWRAP 4BATH\ \\ 1 wnIre DE AR Sn1NGIts 12' �/ 12" �//BATH HALL \\�� CLOSET CLOSET BATH \\ F \ is \ Q / y4'T4T PLYWD.9UBFLOOR OIJ \ 9 1/2'TJI's @ 16'O.C. TOILET SHONER TUB proposed Second floor / \• proposed second ftoo! ALUM.GUTTER 8-IxH -- ------------ \ - _ U �PASOA BD.ON 8- SOFFIT if _ 91/2'LVL _ -- _ -- _--____----Il existing ceiling ht, z existing celtmg 11 ` I (2) y4'x 9 I/2"LVL CONTIIJUOU5 HAND RAIL NOTIZ (2)1 3/4"x 11 1/4"LVL BEAM W72 x26 STEEL BEYONOBEAM-flush \ l I W12 x 35 STEEL BEAM-Bush under dormer wall WIRE POSTS SUPPORP MI nOTIZONTAL N TO NEW P05T5 DOWN TO DOUBLE-HUNG WINDOWS NNW CONC.FOOTINGS \ 1 + W RO O W�p R.roid ur. WIRE SYSTEM(4'GAP MIN.) J5eE FOUNDATION PLAN) \ l - e # ALL DETAILS BY MANUFACTURER vl----� II KITCHEN DINING THI5APPUE5 TO m GREAT ROOM FI-_---1 KITCHEN 2.G sruD WALL wi ENTIRE REAR WOOD DECK: t` 5 1/2•PBGL.INSUATION. 3/4'T4G PLYWD.5UBFLOOR ON x4 DECKING ON P.T.51EEPERS CUT r_____J I TO REVER5E 5LOPF,DYED ON FJlISTING WALLS L__-- 3/4^TCG PLYWD.5UBPLOOR ON WHITE CEDAR 51115E ISP 4 9 I/2'TJIi @ 16"O.C. EPDM ADHERED ROOFING MEMBRANE L----4 1 1 9 1/2-TJI's @ IV 00. existing first floor OVER y4'PLYWOOD eXlsling first floor - / P.T.(2)2x 10 -- F.T.2x12 LEDGER -It.(4)2x 10 GIRT \ l I FASTEN TO HOUSE FRAME nN15H W/ \ (2)912"LVL6 w//2"B7LT5®I a P.T.2x 12 DECK J015T5 @ 16.O.C. BEAD BID,or EO. \ STAGGERED IN 2 ROWS NOTCH/CUT TG SLOPE +' \ l SfE DTL.L• /8'Pcr FOOT FOR R.ROOF N \\\ } P.T.G/4x6 PO5T5 L ' ATTACH PO5T5 TON PD TUBE5 W/ LAUNDRY FAMILY ROOM�I----7 EXERCISE ROOM EXERCISE ROOM - APPROVED SIMPSONW1 BASE N T9 AND TO P.T.IMP51 O W/ F-___l m SIMP50N POST CAPS J V N 6TUD WALL L L,LI ixri /2'PBGL INSULATION, r---- basement fI00J -.• WHITE CEDAR 5"INGUE5 4 In 2 m0 IXISTING FLOOR - � existing basement floor existing -/ - n - .Ilf. IZ.. 00 4'THICK POURED CONCRETE SLAB FUR, 1111I -1I1- O I_ 4"THICK POURED CONCRETE SLAB - _,�1_ ON 6 MIL POLY VAPOR BARRIER OVER 1L 1 ON 6 MIL POLY VAPOR BARRIER OVER 1L �� I V --II11 / CLEAN COMPACTED GRANULAR BASE _ 10'THPc1 POURED CONCRETE FOUNDATION WALL I_A CLEAN COMPACTED GRANUUR BASE '��L/ / ON I O'x20'CONTINUOU5 CONCRETE FOOTING O'DIA.LONG SONOTUBES ON �FF11 V / PROVIDE CONTI..#5 REBARS NEW CONC.FOOTINGS BEYOND _ (2)@ TOP 4 BOTTOM OF FND.WALL 28"DIA.CONCRETE'BIG FOOT•FTG. BOTTOMS TO 4'BELOW GRADE L _J L_ J (2)IN FOOTING - m (SEE FOUNDATION)PLAN) 16'-O" PROPOSED ADDITION 28'-O" IXISTING FOUNDATION a FIRST FLOOR w a Z I 1 O (/) W S3 SECTION through GREAT ROOM&KITCHEN S4 SECTION through DINING ROOM& KITCHEN A 7 1/4-=1•-0- RAFTER O 16"O.C. H2.5 O EA. RAFTER 00° CUSTOM CUPOLA PROVIDE RIDGE BAND STRAPS (V BEYOND SEE DETAIL B PROVIDE RIDGE BAUD STRAPS 5Ee oErnu'B' TOP PLATE ( DOW9'LVL RIME BEAM 2,5 COLLAR TIES @ I G'D.C. (1)2x12 RIDGE BOARD POST 2x8 Ce1UNG J015T5@I6"O.C. L RaN roR 1ve---'RRgr1ERs ove 12 2x 10 ROOF RAFTERS @ 1 G'O.C. _ proposed dormer plate ht. 2x O ROOF RAFTERS SHEATHING 16'O.C. \\ Q 3+ W/5/8"CD%PLYUVU.5HEATHING 4 5/8'CD%ROOF 5 NGI-E5 4 A5PHALT ROOF 5HINGLE5 12 4 A5PHALT ROOF SHINGLES \ \\ 12�71 H'l 1 SIDE,5EE DETAIL ABOVECANE CUPS \ \ dormerplt.hi. 5EE DETAIL RAFTER TO PLATE CONNECTION - \ it ALUM.GUTTER ON xe GABLE DORMER __ \ \.� 50FFIT SCALE: N.T.S. TYPICAL 0 EACH RAFTER �1 BEYOND \ i 2x6 STUD WALL W/ \ \ \- 5 I/2"FBGL.INSULATION, a 12 I ISHED LMILITY I/2'PLYWD,HOUSEWR'P. 2x8 ROOF RAFTERS @ 16"O.C. m 2x 10 ROOF RAFTERS @ 16'O.C. \ \ WHITE CEDAR SnIIJGLE \ = \ y4"T4G PL1WD.SUBFLOOR ON BEAM &STRAP F m W/5/H'CDx PLYwD.5HEAT1I NO I \ \` W/5/H'ON PLWJD.5HEATHING \ 9 I/2"TJI'9 Q 16'O.C. T 4 A5PHALT ROOF 5PINGLE5 \ \ 4 A5PHALT ROOF 511INGLE$ \ i BEDRO M#d \ proposed second floor \ \ _ --- _ LSTA ®EA. RAFTER 3/4"T4G PLYWD.5UBPLOOR ON \ - -- .2 2"lGNEADE 2x8,Q I G'O.C. _- + ZIP �^ L Z existing ceiling ht. --1 END \ 9 I/2'TJI'9 @ 16"O.C. \ DISTANCE \ GARAGE 2ND FLOOR Z ' m FASCA UTTER ON I1 / roNUDE RN. urlu garage 2nd floor --_ ---- ---- =o FASCIA BD.ON 8'+/-SOFFIT --- U U -_7 1 H (3)1 y4•x 1170 LVL heard., 51MP50N H 2.5 nURRICANE CLIPS W14x3B STEEL BEAM } ----l ° o/' / C �m EA.51DE.5EE DETAIL ABOVE 41 PORCH ____J MUD RM I I DOUBLE-HUNG WINDOW5 a /L.� 9 � V SO!DETAIL A 5/e•FIRECODE GYPS.BD. r ----J I o o l x��i 1 n (n @ GARAGE CEIUNG 4 WALLS 2x6 STUD WALL W/ - /l.-' RIDGE BEAM ` y L Z 1/2-PLYWD.,HOUSEWRAP 4 --- p WHITE CEDAR SHINGLES ___- S14-T4G PLYWD.5UBFLOOR ON NOTE: 7 ad C L O 91/2'TJI§@ IG-O.C. RIDGE STRAPS ARE NOT EOUIRED --- R --- t floor _ existing fifst 11001 Ix4 DECKING ON P.T.2xH 1 _ WHEN COLLAR TES OF NOMINAL 1x6 Y C = U existing firs m G --- ------------- - — - 55 O.C. OR 2x4 LUMBER ARE LOCATED IN hIE p LU GARAGE P.T.(z)zxto P.T.(2)2x6 51LL PLATE w/5/8'ANCHOR UPPER THIRD OF THE ATTIC SPACE O 9'x H'OVERHEAD GARAGE DOORS P.T.2x 12 LEDGER--- •' DOLT5 @ MAx. -D.C.4 G'-12-FROM AND ATTACHED TO RAFTERS USING S (n P.T.(2)2x6 SILL PUTS W/5/8"ANCHOR FASTEN i0 HOUSE FRAME_ _ END OP PUTE5.Use 3'x3-x 1/4'PLATE 5)I Od NAILS EACH END _____ ,I/2'LOLT5®16"O.C_ �p WASHERS.BOLT EMBENTMENT MIN.7' r To eASENeur WASHERS,BOLT EMBENTMENT MIN.E UNDER FRONT PORCH: • STAGGERED IN 2IOW5 1 BOLT5 @ M., •O.C.4 6'-12'PROM END OF PLATES,USE 3'x3'x I/4•PLATE UN rnuo top of foundation "THICK POURED CONCRETE _ 5FE DR.C• I V----1 V W CONCRETE APRON o ____ FOUNDATON WALL ON O'x20' :' I---- T.O.GARAGE 5LAD r� RIDGE BAND STRAP lil + CONTINUOU5 CONCRETE FOOTING : _--1 r_-- L---_'• _ •,+ o J �- - 'THI O Re i� BOTTOM T BEL10 OS ABOVE W FR05T UNf ----- - ----- ---, unfinished It�r _ SCALE. N.T.S. M H IIH TNIr,�II;.' O CKP U D CONCRETE ATTACH P05T5 TO FND.WALL W/ I STORAGE 1=11II�1 4'THICK POURED CONCRETE SLAB FLOOR rtrt R FOUNDATION WALL ON 1O'x20' -°3 APPROVED 51MP5ON F05T BA5e --- -II WITH GNC'-I O'x IO'W.W.M.ON CLEAIJ -',_II�1_: COIJTINUOUS CONCRETE FOOTIIJG AND TO P.T.(2)2x IO W/ *ID 1 -__ I- DATE: Ot/27/2015 BOTTOM TO BELOW FR05T LINE TJTI1T - -�_a. WITH 6 MIL VAPOR RETAINER APPROVED 51MP5ON POST CAPS -11 OVER COMPACTED GRANUTAR BASE (TYPICAL) •• �- 1 O'THICK POURED CONCRETE FOUNDATION WALL �'T) '• PITCH 2•TO O.H.DOOR PROVIDE CONTIN.#5 REBAR5 ---J ON 10'x20'CONTINUOU5 CONCRETE FOOTING • (2)@ TOP 4 BOTTOM OF FND.WALL existing basement floor .?. " 1 ", SCALE: AS NOTED • •�• (2)IN FOOTIIJG ---------- " D •..' S2 SECTION through MUD ROOM&PORCH 24'-G" IY 4"THICK POURED CON CRETE SUB FLR. I N G MIL POLY VAPOR BARRIER OVER DRAWING ll: CLEAN COMPACTED GRAN UUR BA5e A 7 1/4 =1'-0" S1 SECTION through GARAGE A7 9 ' THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE / 1/2"COX SHEATHING CONTINUOUS HEADER / O MULTIPLE OPENINGS j 3/4"PLYWOOD SUBFLOOR PROPOSED SECOND FLOOR FRAMING ON EXISTING STRUCTURE - BTM PLATE NAIL Bd COMMON EXTEND HEADER NAILS O 3"O.C. TO KING STUD Pr000aed S3 z COVERED PORCH 7 O NAIL TOP PLATE RIM JOIST 2 13/4"x 111/4"LVLBEAM to 2-5/B"ANCHOR BOLTS TO SM.OF HDR. W w/3 x3"PLATE WASHERS 2 ROWS 16d NAILS - O 3"O.C. _ 2 1 t "x 11 1/4"LVL BEAM 2 1 3/4"x 11 1/4"LVL BEAM OPENING OBL TOP PLATE FOUNDATION - 2x STUDS®16" O.C. yl� MSTA 30" 16 GA. 16"O.C. O TYPICAL: t P.T.W4.6 POSTS 2 ROWS OF SOLID BLOCKING V NARROW WALL BRACING FLOOR TO FLOOR CONNECTION ATTACH TO HEADER @48-DO ATGABIE5 LAN /C\ D DECK BEAM W/APPROVED HTg SCNE:rJ.T.. 51MPSON PO5T5 G4P5 m O LLJ._ v Ln O p aM J (2)1 y VL 12'' T5 4.v4..250 }V .�5 H)l4" 11 7/8"LV,BEAM W12 x26 TEE BEAM-fl ah IN STUD POCKEf5 m 2 O 00i i� �� L �� _ W/'L's TO SUPPORT JL �L L J t it �Lr TWIIJDOW HEADER Q T54x .250 7 1FF1I ` V TO BASEMENT T5 4.4x.250 t„/Z } r S1 ur 3 7 U C1 m E2 m —— W S2 -- z WOOD DECK BELOW tT1 I (3)1 3/4"x 11 7/S'LVL header I — (2)107i�DER 2)1 4'x L12)13'4'x 9 T2•LVL -- —_ 23'G" 117717 —ARM w (2) 3/4" 91?LVL W12 x 35 STEEL BEAM-flush 4DEA wG ALL r r - T5 1.-250 T5—x .250 Z LD F —— —— 12)1 3'd•x 91R•LVL /� a Q 3 E o H w C L LU LU U) I-- W14x38 STEELBEAM-below _ OL O T54x4x.250 T54x4x.250 ''� ^� w V W Z a -Z OL a oAI Q g S4 a Z OI Z ^2 ?. TYPICAL: C Q _— —— 2 ROWS OF SCUD BLOCKING ®48.O.C.AT GABLES - o 9y 14 V e J GARAGE SECOND FLOOR IS ZA"(+/-)DOWN ` to G 0 FROM MAIN HOUSE SECOND FLOOR 28'-0" d � C O Z z PROPOSED ADDITION 0 = O 2 IS 2 PIECES D-C 2 ROWS OF ISD NAILS®12"O.C. p R 2 9 1/2"TJI's SECOND FLOOR JOISTS @ 16"O.C.(Use in entire 2nd Floor(house,connector&space over garage) w OPTIONAL IN MAIN HOUSE:11 7/8"TJI's(d 16"O.C.TO FULLY FLUSH WITH ALL BEAMS ¢ r z• a � 3 PIECES Z12' -e 2 ROWS OF IAr DIAM BOLTS Q 1T O.C. DATE: 01/27/2015 r/ TYPICAL LVL BOLTING/NAILING SECOND FLOOR FRAMING PLAN SCALE: AS NOTED @ MULTI 1 3/4"BEAMS 1/4"-T-0 DRAWING#: A8 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION/120 MPH WIND ZONE NAILING SCHEDULE RDr nALSPaDIRG JOINT DESCRIPTION coMmou uAiLs xN— ROOF FRAMING RaneR noe uuLeDl 2 1� i-I� encn euo �M Bona>i�o enrreR leu°uuLe° - - ae"PND WALL FRAMING TPRSeCTIOt✓S 11AC1-11U1 1-16d B-16eAT TOn% STUD TO 6-1—NAI—I ZGd� 20.00.ALOnG POGCS ne—TO-11(1.1 IIAIPDI FLOOR FRAMING 1—T rO—,r RAT,OR I`—TTO[NA-) z ^-'°° GRJ GI✓T PROPOSED ROOF OVER SECOND FLOOR ADDITION it BLOCGrRiG TU SILL 00.i�Rn2)ROC..-I 5-i 6e -lee [PLn BLOCK L-1—ro BPPN OR GIRp¢R(fAC[—10 3-I6d 6d [ACn JOIST —T On LeDG[R iO B[A+.ROe uuL[DI 3-Bd 1 Od —JOIST AUD_T TO 111T III IA-1 3�I6e �.I Ge FeR JOIsr i SHED DORMER GABLE DORMER I D JO5T TO 5¢L OR TOF FLATe(�1-11Dl 2-I6D � - FM—T 5 ROOF 5HEATHING o12 ai wooD STweiuftaL FaueLs m SA S o —TPRS OR TRUSSCS 51—OF TO I V O.C. W JOf C/G Cef ELD 1 RA —OR rttU55e55FAC1D Ovfft 19-O.C. se OR Ras[rRU59 Ha GaBLe 01•eRnaJG ^rKLO 4.6 POST DN.TO K GABLe eu°wAu.Rage OR Rase TRu55 wl 5rRucnRat di oe 6[DGr.Y'rICLO N (3)2x10 NDR. �ABIPw[uKOwALL RaKf OR Ra[[iRu55 W LOOxWi btCCrS GV COGP/a•neLD CEILING 511FATHING w — GmsuM wuLBOARo SeemLeRs TeDGUIo-neln i II .._ _. '�. `-. II I WALL SHEATHING I II m N505 svueo w To zr o.c. 6e ae c eDGVIr neLD — 1/ auD„°r BeRBo R0 FAve Be DGUG•r elD �' m II Yt GttSUM wALLBOaRO 5e COOLPRS TCDGC/10 TILED ' II' — / � TT= Y FLOOR 511EATHING o III / II xooD sTNJCTURaL FAUPeS •oRLgs ad Ioe ceDGureLD P III __. -__ —_ —_ _ �O dill — eDGerG•fIUD .t ITT aa00 Ln d °< I ILO V III -- — �' v + _ ED o- �Y9 W Pram dor a d d ge m(s e e tan) ALIGI } 06 =O n a� r ra rs a o oo (2)1 3/4"%14"RIDGE BEAM (2)1 3/4"x 14"RIDGE B 14"x 14"RIDGE BEAM 4x6 P0.5T oN.TO Q V1 E I (3)1 314N11 1/4"LVL HDR. V N o rc > n t 2x8's 16-O.C. 7 all'. IT z N's @ 16'O.C. S7 1�\ m V1 I 2 RO OF 5OUD BLOCKING w TYPICAL: @ - L — @ 1&O.C.AT GABLPS 2 ROWS OF 5OUD BLOMNG @ 45'O.C.AT GABLES 6HE DOR ER II .I 11 II II II• 1 s ¢ rc :. I / I CRICKE / v III A III III � III —� r. � In — > III III III III D Z F- I OQ v I )2x10 n W(2) 1 el 9n ool< a3)13/4"x 16"LVL RIDGE BEAM .. 2x12 RIDGE BOARD _ — WI ——__.—(3)2x10—..__ _ 20 K ~ aI Iran_dor icr ra ters L dro ped regc E am(e e.1—) 4 O I Sa I a Z Q of m a I N o Iu x e P05T DIJ. 13)WO 7 L z 71 m 1 2° m I IF — _ _. u m e Ur 4x8 POST ON.TO y �41 �' Z (3)1 3/4'N 91/d"LVL HDR. 15 ` C - --- -- - to (a IL 9 BUILT OUT 18' BUILT OUT 18] od C o LL. 17'-0" 5HED DORMER m I.L. PROPOSED ADDITION o v m O Ix 2 x 10 ROOF RAFTERES @ 16'r O.C.-OTHERS ARE NOTED o w o a � DATE: 01/27/2015 ROOF FRAMING PLAN SCALE: AS NOTED 114"=1'0" DRAWING#: A9 - 9 THESE PLANS ARE IN COMPLIANCE WITH MASSACHUSETTS STATE BUILDING CODE EIGHTH EDITION 1120 MPH WIND ZONE PROff I LE- NOT TO 56ALE FIRST PIPE IENOTH 2"LAYER OF 3/$"PEASTONE TD3T 1 I Ol..._E L0e r. OVER VA"-1 Vv,POLME COVER r0 WITHIN TO m 5ET LEVEL WASHED STONE FOR MIN. 2' COVERS TO WITHIN 2A"CAST IRON 6" OF FIN16HEP 6R F ADE. DATE: MAY .O2002 EL=ISot b CF FINIStE� GRADE. GOVERTO6RADE �IN,IS�6RADE TEST$Y= M.O' 0t1 L00LN,G5E 1.0 2" W IrNE55: D.STANTON, 50H wG N ,/ (3ASEMENTFLOOR0 60 �i�� .�i� ►arc. �\,; . TOP ® EL �.� PERC RATE: S MN/IN ELEV.�5t r• qf 22 r/X.- r' �r�A 't: �� (es'� C. A� WATT r Pv/1 i� . E'� 6CM ;• V Sao�emoar myvai s 22 0 d •� GAM �,AO — 19.17 +y W76M 0 EL 16,60 A -6ANPYLOAM 5!OOVEEAREARPI6 � \1-4,�� iSr. Doc P '�Z T IWALL�DAM. 2I o I2 r"arrcrree A25 a�i• 6" STONE 6A5E 15w-A SEPARATION _ YLOAM IZ2_I SEPTIC TANK WOO 6ALlLN ADa1STED 6R.Gtd A ER 0 EL IZbO (E(ISTIN6) PIMP GWIMDER I�.o 6" STONE SASE Im Uv /',, i. / �`A. 151.0 15G 4 Alk- - PD3 I CAN DATA _ LOAMY 6" �� \•� \ \ _// — I6 DAI LY FLOW: (3 3)BEDROOMS x 10 OPP=330 OPP pASED UPON THE USGS FORMULA,THE Ile' / SEPT6 TANK: 30 OPP x200%=4(0 OPP MAXIMUM GROUNDWATER R15E 6 W TO \�~' USE: (000 GALLON PRECAST SEPTC TANK(EXbTNG) ELEV. Z G I v \\'� "�5 USE: (3)500 GAL PRECAST DRYWELLS LINED WFH 4'OF NOTE:PER60LAT►�N RATE DETERMNED 20 POU15LE WA6MED STONE ON SIDES&END5 13Y SIEVE ANALYSE. CAPACITY: ,/ —-- SIDEWALL: 93 x 2 x 0.(0(0 = 100.3 f 3OT TOM: 13 x 33.5 x O.6(o = 287A 16 ` TOTAL: 387.7 OPP f UMW' �5FEO I�1 GAT I ON5 1 IA 1210 1 USE: MYERS 6RM4 PUMP (OR EQUAL) WITH V151f�L.E & AUPIft E ALARM INSTALL 115V SINGLE PHASE LINE TO PUMP INSTALL SEPARATE LINE FOR ALARM NOTE: ELECTRICAL PERMIT REQUIRED FOR PUMP ri AL 10 I -- GENERAL NOTES PLAN VIEW l CONTRA6TOR TO ALL UTLITE6, A15OVE ANP UNDERGROUND PR OR TO ANY EXGAR THE V AT i2 RGONSTRUGT INN. / 2. SEPT L SYSTEM TO pE NSTALLED N COMPLIANCE WrM 510 GMR I5.00:TrrLE V TM15 PLAN r NOT TO 15E USED FOR PROPERTY LINE DETERMINATION A. ALL D15TU"ED AREAS TO�)E LOAMED AND SEEDED / 5. CONTRACTOR TO PROVDE 24 HOUR NOTCE FOR ANY REQUIRED NSPECTIONS (o• EXCAVATE ALL IMPERVIOUS MATERIAL FOR A 5' RADIUS AROUND THE L.EAC41ING FACILITY AND REPLACE WITH GLEAN MEDIUM SAND. / LOA* - 7. PUMP CHAMBER TO J�E WATERPROOFED AT MANUFACTURER'5 PLANT • • • � S. THIS SEPTIC, SYSTEM IS NOT DESIGNED FOR A GAR15AGE DISPOSAL _ r TE r--j SEVVAOE FLAN LOCATION: IM MARf5OR POINT RD., CUMMAQ1JID (t5ARN6TAf�LE), MA 'TE-:Jvz-r1 I b P��H OF�A ��` nA"rE��. Sr9�y PREPARED FOR: PAN IEL E. �RAMAN, PE Rumb`��►" GALE: PRAWN 15Y: I.� 4d TMW ri - RaM M sslOtfA1:E�� \.Y,� NL Wf-R: DATE: SHEET: 07--072 JUL.Y 9, 2002 6P-1 LOGAT I ON MAP WELLER & A 55O6, I A]T5 16415 FALMOUTh RP — SUITE A0 OENTERVII I F) MA 021o32 TEL.: (508) 775-0736 N FAX: (508) 775-0754 PROFESSIONAL ENGINEERS & LAND SURVEYORS i SYSTEM DESIGN: SHALL LEGENDSYSTEM PROFILE MAR ED WITHCMAGNETICTTAPE OR BE NOTES GARBAGE DISPOSER IS NOT ALLOWED COMPARABLE MEANS FOR FUTURE LOCATION. (NOT TO SCALE) NAVD88 Q17nS EutbOT PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS 99 - EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE EXISTING 3 BEDROOM DWELLING 2. MUNICIPAL WATER IS EXISTING X 99.1 EXIST. SPOT ELEV. - \ FIRST FLOOR EL. 24.5' FILTER FABRIC OVER STONE DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD 18.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 20.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Locu -[99]- PROPOSED CONTOUR USE A 440 GPD DESIGN FLOW ZABEL FILTER 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198-4 RISERS BLOCKS OR TO BE AASHO H-LQ ] PROPOSED SPOT EL H-1 (A100)' PRECAST -10 � OUTLET TEE W/EXTENSION " PRECAST RISERS VENT 5. PIPE JOINTS TO BE MADE WATERTIGHT. d 2'0 4 OSCH40 PVC MORTAR ALL 0 TH1 SEPTIC TANK: 440 GPD (2) = 880 k .4 PIPES LLVEL 1ST 2' COMPONENTS H-10 �o �} TEST HOLE m �ENDS 4' (TYP.) INV'S EL. 17.5 4' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Y USE A 1500 GAL. DUAL-COMPARTMENT SEPTIC TANK SIDES 2> SLOPE OF GROUND *15.70' 10" 14" 24 000000°0' °• 310 CMR 15.000 (TITLE 5.) a o t �'y 14.50' TEE TEE U ®®® �0®® ®®®® -®®�® '°O°O°O°Oo m 1Aut LEACHING: 14.25 4 °°°°°°°° o 0 0 0 o 0 0 0 o o ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO _ cn o Q� UTILITY POLE - o 0 0 0 0 ° ° ° ° ❑000�®®�� ®��®��®®® '°°°°°°°° PURPOSE. DUALGCOMPARTMENi °oO°O°O°O°Oo 10000000 0 0 0 0 0 0 0 0 o o°o°0000 Q SIDES: 2 (42.0 + 12.83) 2 (.66) 144 GPD GAS BAFFLE :• J ,°o°o°°°o°°e• °°°°o°°° =End=mmmm® ®®OD®00��0® '°°°°00000 °°°° BE USED FOR LOT LINE STAKING OR ANY OTHER o o FIRE HYDRANT OTTOM 42.0 x 12.83 .66 = 355 GPD U(7. 570t GAL a 17.88'* 17.71'* °� C. - yY° B ( ) }' ' .•'''"''� • ' `� "" NOTE: 2" MIN. WALL ( ) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Do a - 0 00 00000000000000000000LL EXISTING 3 CHAMBERS NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING °0000°0°000°0000000000000000000000000000°0000 TOTAL: 756 S.F. 499 GPD �0000�o°0�0�0�0 °00000�0�0�0 0�0�0°0°0. THICKNESS REQUIRED w H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED REPLACE D-BOX IF 3/4 -1-1/2" DOUBLE WASHED STONE 4' MIN. (1) ADDITIONAL UNIT REQUIRED WITH STONE WITHOUT INSPECTION BY BOARD OF HEALTH AND % NOT SUITABLE ALL AROUND PRECAST STRUCTURES NEW SEPTIC TANK OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. USE (3500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 4• LIQ. LEVEL s" CRUSHED STONE OR MECHANICAL ADD 1 500 GA CHING ACME OR EQUAL COMPACTION. (15.221 [2]) � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE (REUSE EXISTING SAS, ( ) CHAMBER�fT-H ��4' STONE AROUND \ DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATIONS OF ALL UTILITIES AND ALL ) - LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND 2 5 NOTE: MATCH EXISTING ELEVATIONS PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP ELEVATIONS PRIOR TO INSTALLING ANY FOR LEACHING FIELD AND D-Box ( � SLOPE MIN.) ( 1 SLOPE) ( 1 � SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE NOT TO SCALE PORTION OF SEPTIC SYSTEM 9.0' ADJUSTED GROUNDWATER REMOVED 5' BENEATH AND AROUND THE PROPOSED MA FOUNDATION 48' SEPTIC TANK 2' PUMP 6' D' BOX 23' LEACHING LEACHING FACILITY. ASSESSORS MAP 352 PARCEL 18 APPROVED DATE BOARD OF HEALTH CHAMBER FACILITY 20 12. EXISTING LEACHING FACILITY SHALL BE RETAINED, LOCUS IS WITHIN FEMA FLOOD ZONES EXISTING TANKS TO BE REMOVED OR PUMPED AND FILLED WITH CLEAN SAND PER TITLE 5. X, AE (EL 12), VE (EL 14) AS SHOWN 13. AREA CALCULATIONS MAY DIFFER FROM NET SF ON COMMUNITY PANEL #25001CO559J AREAS CALCULATED BY ARCHITECTURE/ENGINEERING DATED 7/16/2014 SAS NOT DESIGNED FOR VEHICLE LOADING NEW GRAVEL DRIVE LL 15 OPERATI G POINT PLANS. L`' 13 TDH 14. COASTAL FLOOD ZONE ELEVATION 12 DEFINES l LANDWARD LIMIT OF BARNSTABLE HARBOR / SANDY NECK ZONING SUMMARY c': ACEC. p / IL,i 1 O R A O \ _ R 15. GRAVEL DRIP EDGES ALONG ROOF LINES ZONING DISTRICT: RF-1 DISTRICT O -TIT' al►/ ~ MIN. LOT SIZE 43,560 S.F. / O i BOG' i W ! I �\ s MIN. LOT FRONTAGE 20' Q�: PROP. WATERTIGHT COVER TO GRADE MIN. LOT WIDTH 125 ADDITIONAL CAMBER 5' SOIL / / Cy \ c'�\ REMOVAL DOWN TO EL.14 / / .bj � y'iL � �\ ALARM AND CONTROL-PANEL - MIN. FRONT SETBACK 30' REPLACE WITH CLEAN SAND. / / \ _ P 0 K LIMI kg -o8�ll/ �\ 0 TO BIE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP ' "VIN.` SIDE SETBACK 15 LINE AT 50' FFER \ 25 50 75 100 BUILDING. ALARM TO BE ON \ I 1g \ - �\ MIN. REAR SETBACK 15 / MHO O ,�I►, "WATERING HOLE" PER LCP vim\ CAPACITY - GPM SEPARATE CIRCUIT FROM PUMP MAX. BUILDING HEIGHT 30' REROU, E EXISTING �,' / \ s V -07 EXISTING POND ��\ PUMP CURVE FOR MYERS SRM4 4 10 HP PUMP / \ p/ c� I NEW NATURAL ST E � ' SITE IS LOCATED WITHIN AQUIFER GAS LINE ,'�/ / \ \ ill/ (MAN-MADE WATER FEATURE) I 18.5 PROTECTION OVERLAY DISTRICT M FACE WALL IN -n \ - SEE PHOTO 6 '<rrrr rrrr rrrr rr'r�ir rr r p / �\ \ ` i�� r rrrrr .a/• � EXISTING LAWN AREA ( ) I ,ri ri ��yT�� r �/��%�� r BENCHMARK: / �/p / /��Z �J ;� _ INV. IN 14.22' \\ NO TOP OF RAILROAD SPIKE / " / ` ` �� \ I 2" PRESSURE LNEOW-�-S / / g �� \ 1000 GAL. H-10 S/ IN PAVEMENT, ELEVATIOt / /�o M �. \ // 500 GAL.+ SLOPE TO DRAIN BACK TO PC OWNER OF RECORD 21 .66 NAVD88 DATUM/ / /� \ ,III/ al►, � \ / r�� BVw_ 1,II _ / �= ALARM ON RESERVE O / Vw�\ / FLOAT SWITCH SETTINGS: PUMP ON CHECK WEEP HOLES DANIEL E BRAMAN � Xo~ 1 � ~-�_�� S „ CHECK VALVE 361 w/ o [ 9 ar r \ \ /CMG' w 8 MYERS SRM 4 / o � _ \ O 4" WORKING RANGE BCUOMMAQUID MA 01637 o . / . O O t3 -o, �111- i� O 4 SUBMERSIBLE 4/10 HP PUMP ' Q/ J _� \, `� _ _ / � gvyy_ PUMP OFF 8" SYSTEM (OR EQUAL) 1A TIH2: S �I� \ r ✓ $ -' Bt/7G"i3�� -02 00 0000 �0000 0 0 0000 / ` / 22 THTH1 �20� M � f S6 . PUMP CHAMBER rrr AD'-DI ZONAL LEAC �/ r r r r r ��_ -�� \ 1 /2O. �� --r--r 36�1)4 �_ _ (NOT TO SCALE) REFERENCES `, J O F WATERPROOF/WATERTIGHT �� `0 #189 �-IvT11GA [ON---- � � DOC #909531 700y HARBOR a 14�Q 01,> 02� LCP 7353H VENT ° RF GARAGE 0 POINT FFMNT �� A# A o i p CFO RI'F / ADDITION S '� Q000 ROAD �� °0000 � ' 20� N MITIGATION CALCULATIONS � t ��------ J, W \ NEW HARDSCAPE 0-50' BUFFER = 0 S.F. NEW HARDSCAPE 50-100' BUFFER = 2,678 S.F. ADDITION `' �� I REQUIRED MITIGATION (653 SF) �`�'�� 50 OFF BVW / S o ,,�� REMOVE EXISTING PAVED DRIVE 70C X-�E�1O A7, Q5 I 2,678 x 3 = 8,034 S.F. NEW SCREENING PLANTINGS / O E ECK �� OFF • •/ (�� O I I PROPOSED MITIGATION 0 0 / I' 50% INVASIVE REMOVAL 8,180 / 2 = 4,090 S.F. •/ - TOTAL MITIGATION 3,658 + 2,003 + 4,090 = 9,751 S.F. & \\ / 50" OAK o o �- - - ,III, •�,z.._...� c-01 TEST HOLE LOG \ �I o DANIEL E. GONSALVES, SE #13587 / •/ - K,/ 11/ dPC-03 ENGINEER: D - - -- - / '- /• CEC LIMIT -- - •'--�_. - \ � WITNESS: DON DESMARAIS, RS j w A �? -y--- - r- - - _ - - `- � G-W ADJ. DATA: z �� _ •�w�o9- DATE: 9/15/14 WELL: SDW 252 / � - - _ - - - - --- - --W - - ZONE: A �1/ � ,� 5 �� r - - - - - - - - -a ,- PROPOSED < 8 MIN/INCH '� ��-�MITIGATIO � _ _ �Pc-o4 all/ PERC. RATE - ADJ: 1.5 ��` -�o - - - _ ' -_ _ \ 4 WIDE _ . PLAN I 14494 (AUGUST 2014) �( Q w" S - ✓ _ - _- - NATURAL -I - -- - - - -- _ CLASS SOILS P# ��rr� all, _ _ _ _ - - - - 6S, �� O� S80 �s. Fes- - - - - - � - - -alp/ - - - - _ _� PATHWAY all, � OF � ~�� :i� _ - ----- - - - a -- - - - - - .\PC-05 aII. ELEV. ELEV. 1 ELEV. p0 / - -,;,, ,� _- - _, _._� - _ _ _...�_1 �_�� - - ~,�Pc- I #189 HARBOR POINT ROAD 19.0' 0„ 19.0' 0" 20.0' ,\O� w� 200' LIMIT OUTER r, r --al+, _ - ,Ti` - -all; - _ _ _ /'+� I I - OF RIPARIAN ZONE ��I►�~� _ _ _ - -�- - We-07 ali, UMMAQUID (BARNSTABLE) MA _ - _ _ _ _ _ _ A A � 5� 1=Fw o6 - - - - - - -�69R�ER-I-NG-WET D- __ __ � _- I - - FRESHWATER71NOE_ - _ - LS LS 10YRL3 2 �� = - ate, - _ ...� _ _ _ �.__�_ _ r/� (310 SALT MARSH10.32) al►, 10YR 3/2 10YR 3/2 / �, ail, - - �NEILAdD WARQ - - ollPar 08 PREPARED FOR 28" 26" 12 9 ��., - - all, - -�o �_. Of RS+i)- - ��.. - . B _ - 310 - _]0. 5 - - - I Lot 32 ,,I►_, I B B W p ; all, - - I all, _ - MAIN STREET BUILDINGLLC SL SL SL � 3 _ - - - - �- I I n I 10YR 4/6 j o0� 100' LIti,IT INNER -- - I' � � = b�C 09 y \ / 17.0' y w 100' lMf ZONE - - - - - -`" - o-� Area=31 ,900 f Sq. Ft. Upland \ 60 10YR 6 6 14.0' 52» 10YR 6/6 14 7' 36 - - - - \ -� 69,594 Sq. Ft. Wetland - - _ - \ ' I DATE: 9-24-2014 -fFFW-05 ,111, 111/ - - C1 = _._ ._._. .__._�...... ._....�� \ P 101 ,494 ± S q. Ft. Total all, I HR IT AN - _. <� alit Or - ,> C C TH INVAS PLANT z I \ jN�l;r II � `I OF Scale: 1 = 20 LS 2.33 Acres ,,',:. <rr �R � �N Assgy PERC TEST HOLE LOG CONTROL AREA - PC-10 �fNOMA a.�.--� /� ° 2.5Y 6/3 (8,180 SFf) ,� a, c ?_ A. 10 20 30 40 50 FEET ADJ. 9.0 t \\ 0 15AMELA �` c� I ,' ,< o DANIEL �� 156" 7.0 all/ n all/ �� /� �E.; Irr%, LS M. 0 l� UGHLN CSE O = o OJALA < �. a , OJALA098 ENGINEER: ' 4{ "'L N° <.,�'d I' No,40980 LS all/ CIVIL No. C bCAAI STANTON U ? �a �h ��t I o e off 508-362-4541 ? WITNESS: / \ \ pNo,46502. <�' ? �,a Fess�° STE ✓ \ 6fox\ \ °� s�rsre�G � �w�L� .�. r .° �SURVE I do n°Ca e6com88© / 2.5Y 5/4 F 2.5Y 5 4 LS F. 5/29/02 PC-11 \ s�oNAL��' `' p OBS. 5.0' 10YR 5/6 PERC. RATE _ < 8 MIN/INCH C/• \ \ -� / - down cape engineering, MC. I � civil engineer's 180 4.0' 120" 9.0' 204" 3.0' -12 CLASS SOILS 13 -� r land surveyors e/PC-13 � �-`�._/ -, 939 Main Street ( Rto 6A) ri GROUNDWATER ENCOUNTERED AT EL. 9.0 NOTE: SAS 340 FROM MHW, RESTRICTIVE SOILS. (SEE POND) o`2`'�-�`'� f GROUNDWATER ENCOUNTERED AT EL. 5.0 FRIMPTER METHOD NOT TO BE UTILIZED. USE EL. 9.0' AS YARMOUTHPORT MA 02675 DC'E # > 4-236 ADJUSTED GROUNDWATER @ SAS AREA DATE DANIEL A. OJALA, P.E., P.L.S. 14-236 Prchlik.DWG