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0048 MAIN STREET (OST.) - Health
1� 48 Main Street Osterville A= 185-004 No. f / C� _ Fee ©C. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpYitation for disposal 6pstrm Construttion Vermit Application for a Permit to Construct(L#),O�Repair( ) Upgrade;( ) Abandon$<' [' Complete System ❑Individual Components Location Address or Lot No. Y.,44q s? 5S Owner's Name,Address,and Tel.No. ��'vS',�j Assessor'sMap/Parcel f oS 0o y 0S4. / Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �3jz,t if`.S'& -hh r'�l� St,14 roan oneer,H�� t�onsUlEng,Thc. Par k-ar ?,00"/ owy. Type of Building: Dwelling No.of Bedrooms p/a Lot Size 2 sq.ft. Garbage Grinder Other Type of Building ICQS; s,-laq I$(a(. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow min.required) 7704330=?/a� 1 g ( q ) gpd Design flow provided �� ,3 gpd Plan Date�Z'S�Za!(, Number of sheets ( w Revision Date el 5 17 7 A� ` Title P-®no,sed leprove/heh'�s N(Qti o�'Lgr,o� T / / Size of Septic Tank t SOO Ga/ qnd 2DD O Type of S.A.S. lb- 5'06 601 G'49�1Ne-1 i dt 5,4.1 e el`el Description of Soil `j'iY-1 0-3' 611 Pafne^e4 f, 3-�-/O"rICc✓ lAeer' Park Ytl��>S4 Q60wn Z6471i 5"VA0 .4 c -139.`` 6 64eer ?e_11.ow,S 4 j9r w^ SQid wZ Sof►P_ G^R v,el, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to lace the system in operation until a Certificate of Compliance has been issued by this Board of He t : �,, Signed Date Application Approved by ((� -� �_ (�,S ' �. Date /(7 Application Disapproved by °M ��,cQ �S� Date 7n for the following reasons 114114'e/ I r-4— `dz.. — � � �Q�L Vv\ (y- - Z r e "2— Permit No.QQ(7 6 Ct Date Issued .L 7 C a R _ No. / Fee , THE COMM ONWEALTH''OF MASSSACHUSETTS Entered;ncomputer: PUBLIC HEALTH DIVISION..- TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for'tisposal Wipstetu Construction 3pertmt Application for a Permit to Construct(1' Repair( ) Upgrade( .)�Ubgridon Complete System ❑Individual Components Location Address of Lot No. e, ;h / Owner's N'ameAddress,and Tel.No. `- Assessor's Map/Parcel 19510 t.. O S� PryS� Installer's Name,Address,`and Tel.No. Designer's Name,Address,and Tel.No. Y)fh(p �'0`1 � 7AS� St,1l, vah "' ;ne��;��, f�or,s��EnS, T�c• (rear /Cpr ooal 2 L 5-0,5- 2&-33yy Type of Building: / Dwelling No.of Bedrooms /l Lot Size 211, Z66 t sq.ft. Garbage Grinder( ) Other Type of Building R r'S:A011 -E;'G 17'�c( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7704330=/1/L,0 gpd Design flow provided, gpd Plan Date (12V201(� _"Oe Number of sheets / Revision Date �> 5�/7 101f T(17- Title �/o/IG �Pp "i�/�rplif/�7et7 ;nr�s� U L/,h Size of Septic Tank 1 P-4 Zoo o Type of S.A.S. /0- S40'6",'l C4,o�,-/s F:cl Description of Soil ¢1- CU- l-. �/ Pa y{� ��j f 3- r/C >IrA, ,'S� gown Zogmil SGhol� /ram-/34kf' La�E/ � �e/%�,`S p3raW^ 41, SAhd P woSa"A, G vel. Nature of Repairs or Alterations(Answer when applicable) ' f" 1 4 Date last inspected: + „ Agreement: is 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 lace the system in operation until a Certificate of Compliance has been issued by this Board of He It . § -y�Signed Date / Application Approved by + nt"-V�777 R 5 Date &/ /��17 Application Disapproved by Y� i�it '�CF S Date `� (O /- 1 for the following reasons Ccla(Gi" (<< ��:c�'<<� _t.h��v�,�� a']IS?i - S2✓ �?C Y��cl1E' t�/ +�` u ,2— �©4'7 - b�LS Permit No. Date Issued --------------------------------------------------------------------------- t-------------------------------------------------------- _ THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE,MASSACHUSETTS <-tom k'� certificate of Compliance �---� THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(1-' iepaired( ) Upgraded( ) Abandoned( )by 7 t at 9 /t'1,7• h S4r C� , 05 4 has been constructed in accordance with the isio/nsjof Title 5 and or Disposal System Construction Permit No. dated 1Ctstaller Designer Q�#bedrooms 10 Sr 1//o is Pp Approved design flow Et, tol) gpd The issuance of this permit shall not be construed as a guarantee that the system will func oas de i p g y ed , Date / /� .� 1 Inspect r r ---------------------------------------------------------------------------------------------------------------------------------------- \ No. O)Jc � -'V'f Fee ( � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstern Construction Ver"it Permission is hereby granted to Construct(� Repair( ) Upgrade( ) Abandon System located at 54(-,P-&4 G,4.e n,, ffe . N. an as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r 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 1 Approved by • M i "i Town of Barnstable �"E' tio Inspectional Services t Public Health Division BMWffrnet.t:. KAS& Thomas McKean, Director 1679. pro 'sa 200.Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2' Sewage Permit# Assessor's Map\Parcel Designer: SU14111Vh. rh i Installer: Address: 7 It /1Q l'h Address: On was issued a permit to install a (date) (installer) septic system at � �`�2 �f� S-�g�z� `� based on a design drawn by / (address) dated (G117 2al 8 (designer) I certify that the'septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the to rms of the ap val letters (if applicable) �SN OF k4 o CHARLES T. cy� l ROWLAND LP CIVIL (In Ile 's Sign ure) No. 52699 A�o� AFC/STERN FSS/OVAL'\ (Designer's Sig ture) (Affix Designers amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. \\toa\depts\HEALTH\SEWER connect\SEPTICOesigner Certification Form Rev&14-13.DOC Town of Barnstable P# �3 Department of Regulatory Services BAar,ernsra, : Public Health Division Date 11 ��� 200 Main Street,Hyannis MA 02601 Mtd _ Date Scheduled aho ho Time Fee Pd. �� N Soil Suitability Assessment for Sewage Disposal Performed By: c�u-� (�O w l C Witnessed By: 0 !/ Sal. �+ , LOCATION&.GENERAL;INFOI MA1'IGle1 Location Address Owner's Name �'� �a•'� s-F. os�e�Y,l/e M/� Aaa's� Bel,&M,-.A-,,4 ?m 3oTr Assessor's M /Parcel: EnggmrtreF's Namg6r, l i�� QO� J4/:Gt7ot ,, NEW CONSTRUCTION REPAIR Tel ephone# 6'D S — ��'�' y'29•— Land Use t- S"4 44m Slopes(°/u) !0-G 'ld I Surface Stones //0'n-e Distances from: Open Water Body /5O 4- ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 70 — ft Other, ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands proximity to holes) k i� t < _. � t l _._.; o • Parent material(geologic) 0`'`Cu,,q 5 Depth to Bedrock Sao 4' Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR:SEA ONAL ffiGH WATER'TABIJE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment R Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date l�F1 &TiThe..!!' Observation t Hole# 3 Time at 9" 22� u Depth of Perc y� Time at 6" Start Pre-soak Time @ Time(9"-6') End Pre-soak Rate Min./Inch ";" Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) original: Public Health Division Observation Hole Data To Be Completed on Back- ---- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one-((1)week prior to beginning. Q:\SE nCTERCFORM.DOC �.� VS OEEP:OBSE1tVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 3—(C> 13 w Loa �l ��'Y� 61 (O r4 61y sage 6v4 ,e(, r,4m_4;,'Pj ]pEEP:OBSERVATION HOLE`:LOG' Hole.# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C ns'st e ° Gravel e�8`r SqJv 4.4 19-00 C �jw � CvY2 CAY 6M',,e l Y-t r.} DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. Consistency.%Gravel) /0 YR �6 l38 C rl.S�ha( Py i't2 DEEP OBSERVATION:HOLE LO.G Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 8- 6" � Leto Sad I IZVa e///6-138" C /®I-2 fly/ c/ &ew s-i .;e" Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes Within 500 year boundary No V" Yes f a r4 S#'-6e, i S Jo f A-4 -60:- f/o 4r Within 100 year flood boundary No_ Yes t/ spa r i e F �� S, ��S�.b v-� n v.{ L4O 4_4f-d 404 S Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? CS If not,what is the depth of naturally occurring pervious material? s.. Certification t! I certify that on 2 ?t /2 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with 5•T the required training,expertise and experience described in 310 CMR 15.017. Signature. (��% * i�e� Date Q:\SEPTIC\PERCFORM.DOC Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 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 A. General Information filling out forms V on the computer, use only the tab 1. Inspector: 14-fft key to move your cursor-do not Michael T Bisienere use the return Inspector Name of Ins key. P Cape Septic Inspections p �I Company Name 624 Old Barnstable Road �I Company Address Mashpee Ma. 02649 City/Town State Zip Code 508-280-3356 S13938 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 08/23/2014 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. U6 2 I t5ms•3i1 3 Title 5 Official Inspection Form Vrfac.9wage Disposal System q•Page 1 of 17 t Commonwealth of Massachusetts . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 'f 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required forevery OSteNllle Ma. 02655 08/21/2014 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. if"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal o�not) is structurally unsound, exhibits substantial iinfiltration 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): t5ins-3/13 Title 5 Official Inspection Form:Subsurface 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 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. City/Town 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 Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 026 page. City/Town 55 08/21/2014 State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private wat er supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or""No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than %day flow t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 4 of 17 I ` Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is Osterville required for every Ma. 02655 08/21/2014 page. Cltyrrown State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 GiMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5ins•3/13 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 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cityrrown 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): 6 Number of bedrooms (actual): 6 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): >660 t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 i Commonwealth of Massachusetts - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every OStervllle Ma. 02655 08/21/2014 page. Cityrrown State Zip Code Date of Inspection D. System Information Description: Number of current residents: 4 Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes [I No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage(gpd)): Detail: In 2013 65,000 gallons were used In 2012 42,000 gallons were used Sump pump? El Yes ® No Last date of occupancy: occupied Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '< 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal system•Page 8 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'e 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 01-22-1993 Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 39" feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: 24" feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: Standard 1500 gallon septic tank Sludge depth: < 1 t5ins•3/13 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 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is OSterville required for every Ma. 02655 08/21/2014 page. Cltylrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cunt.) Distance from top of sludge to bottom of outlet tee or baffle 39" " Scum thickness < 1 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 11" How were dimensions determined? Field Instruments Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): I recommend the new owner put the septic tank on a maint. plan with a local septic pumping co.based on the future use. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensioris: 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 . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form i; Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 'e 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cltyrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0" Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evid ence of leakage into or out of box,, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Y o Voluntary Assessments ••yy. 48 Main Property Address Geoffrey and Christopher Lenk Owner Owners Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: Two ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system. Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): The leaching is in great shape. 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•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 f Commonwealth of Massachusetts Title •5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ye 48 Main Property Address _Geoffrey and Christopher Lenk Owner Owners Name information is required for every Osterville Ma. 02655 08/21/2014 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Alma Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately 00, yl v 2 � e 4, http://issgl2/intranet/propdata/prebuilt.aspx?mappar=185001&seq=1 7/22/2011 http://www.townofbamstable.us/Assessing/HMdisplay.asp?mappar=185004&seq=1 8/23/2014 f • � Commonwealth of Massachusetts Title 5 official Inspection Form A a Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 page. Cltylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: 15 plus feet 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: 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: I augured a hole in the dry leaching pit to show five plus feet of seperation Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins-3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 17 L f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 48 Main Property Address Geoffrey and Christopher Lenk Owner Owner's Name information is required for every Osterville Ma. 02655 08/21/2014 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 s ® 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 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 No..J 3...IV. Fx$... ....3.r1......�....r�....THE COMMONWEALTH OF MASSACHUSETTS �✓00 BOAR® OF HEALTH 1 R TOWN OF BARNSTABLE vast am=Appliration for Bhipoii al orkg Tonstrnrtiun • ii °� Application is hereby made for a Permit to Construct ( ) or RepairNXX) an Individual Sewage Disposal System at: 48 Starboard Lane Osterville ................_... ---...............------------......-•----....................------•---- -----...........----------•-----------...-----..---............•..------......-----.........•--... MarRorie Lenk Location-Address or Lot No. .Owner Address W J.P.Macomber Jr. Installer Address d feet Type of Building Size Lot...........................S q. U Dwelling2-No. of Bedrooms............4................. .....Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building No. of persons............................ Showers " t� YP g ---------------•------------ P ( ) — Cafeteria ( ) Q' 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........................................ Test Pit No. I----------------minutes per inch Depth of Test.Pit.................... Depth to ground water........................ G14 Test Pit No. 2................minutes per inch Depth of.Test Pit---................. Depth to ground water........................ a --•- -------- San & rave 0 Description of Soil...............................................................................=----------------------•---------------------------------------------------.._..---.... x V .........•-•-------•-....--•-----•------------------••---------•---••-----•--••---•------------------------------•-----•-------------------------------------.........-----....-•----•------------------- W U A -1-�150.0---6=dfi---- arik ancT--two 1JJ5 ¢a'� on 1peachingepti s Omi tang IY86 bl-aM&b cesspool ----------------------------------------------•--------•--•----•------------------•-•--------------.....---....--------------•-------------•-•-------------•-•------- .................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli ce has e issued by th boa of health. Signe ili......%�"Wy� -k--------------------------- ...VIV9.1------- Dace Application Approved By ..................... .. .... ......... -.ram. -, Date Application Disapproved for the{o lowing reason r: .. ............................................................... ................................... ....................... ............................................................---------------- -------------------- ---------------------------------- ------ --................................... Permit No. /- '... .. ..................... .... Issued ......------------------. . Date THE COMMONWEALTH OF MASSACHUSETTS `• BOARD OF HEALTH , TOWN OF BARNSTABLE Appliration for Uhiposal Works Tons rudion rrutit Application is hereby made for a Permit to Construct ( ) or Repair X(XX) an Individual Sewage Disposal System at: - 48 Starboard Lane Osterville -_... ......................... . ---------------- .... -•-•--••-•--•••----•--------••---•--•...--•---•--•-•......-•----•----.........-............_-•-- Marjorie Le ,rt'n__k Location-Address or Lot No., Owner Address a J.P.Macomber Jr.. ............. --......... JJ ....-----•........... ........ ......... .•--- � Installer Type of Building SizerLot............................S q. feet a DwellingX-No. of Bedrooms........................••---------____-__--Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building............................ No. of persons.............:.............. Showers ( ) — Cafeteria ( ) d Other fixtures .`.. ............ - - WDesign Flow...............................-----------.gallons per person per day. Total daily flow--------------------------------------------gallons. 1:4 Septic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No..................... Width.................... Total Length-----_------------ Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter................1. Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1.4 Percolation Test Results Performed by----------................................................................ Date---------------------------------------- Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water--______---------_---._- 44 Test Pit No. 2................minutes per inch Depth of.Test Pit---------------__,. Depth to ground water._.___.._._.__._.____.__ 04 a - e-- 0 . Description of Soil & Grave 1----------------•----...---------•--•--------------------------------•---------------------...-•-•----------------------- x -----------------••--•---------•----------•.........•----------=--------------------------------------------------------------------------------------- c.> --------------------------------------•-•---------------------------------------------------------------•--------------------------------------------------------------------------•--------------=='--- W x 1-YJO gaYYori---tank---and----two---YJJO----- U Na a of epairs or, Alteratio s— nsyv r when a pli ble____ A F-a� on eaching pis . OmitingJO` gallon desspool: -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••---- Agreement: _ The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a,Certificate of Compli ce has een issued by the�boa d of health. Signed---- --- i------J- -- 1 11 93 Date Application Approved By ---------------- . .---- ----- u-H-,[.r•=s.� ----------- ---/....... Date Application Disapproved for the fo lowing reasons- ..........................---------------------------------------------------------------------------------------- -------------- ----------------------------------- ----------------------- ---------- -------- Permit No. ........ -Date - ----------------------- ---- Issued --------------- Date b THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Ge>rtifirate of Qlnmpliart>re THISPIS TO CERTe TJ Y hat the Individual Sewage Disposal System constructed ( ) or Repaired�XX /J- ) by 'Macombe . -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------- at. I1.8 Starboard Lane Osterville Ins[aller .------ ........................................................................................................................................................................................ has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......73..-...3i... .....-- dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTII,ONN SATISFACTORY. _U/ � DATE--------------------------------------------- 1✓------------ ----------------- ---- Inspector -------------- ---------•------------------------- ------------- ------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE F>.s. ...3 _...... .- �i���rs�t� nrk� �nn��rilan rruti� J P Macomber Jr. Permission is hereby granted - ------------ ------ to Constr--uct,( ) or Repai> X) a� Ipdividy Sewage Disposal System 40 Construct, nee s ery le atNo..---•--•-------••-----------••-----•--•----------------•-----------------------........-......-------------------------------------•-------------------------•-----------------•----••-----•- as shown on the application for Disposal Works Construction Permit Street as % ��_._. Dated.......................................... ---.........•---------------()-•t�----------------------------------.....•.--...-----------. DATE.............1 �j Board of Health __..:'.�.�-_�_1_ ................................... � FORM 36508 HOBBS&WARREN.INC..PUBLISHERS FINS ARCHITECTURAL DESIGN R 55i42012M . .w.w.Fir-U�r>rlilw:hxatu9gi�u Y NOT[S: ,3 001ov- i , I ��`ifl. 1 it +L�S �..: g ! I I `"'^..m _J.t .- ,"-. -� •\ _ _ _ ?� �I I .-`I,U I➢��-'��. � -1 'I7 I I .i y—Iil Pnl' 111r I� �ryg" I I � �H� U--� - J LLJ It L o III IL li - U9�Il�li i_ w 0- CARRIAGE HOUSE PRYSHLAK' CARRIAGE HOUSE SET ISM UkTS 48 MAIN STREET OSTERVILLE, MA DAFE ' REASCAS • - YE DESCR 70N � Builder: Designer: Structural Engineer: 9 9 Hostetter Homes Fine Line Design Robert K Dennis Jr, COVER 770 Main Street 8 West Bay Road Box 534 Osterville, MA Osterville, MA East Bridgewater, MA HdJ1C,7tl 1]CQ 508-428-2828 508-420-1296 508-326-2464 A 0 �DAiE: 1f1&i6- ARCHITECTURAL DESIGN 46-0 F'5w'zj-'m _ rir F 1in11L-A d))sgitam 4-77 1NP1 a' �'� SECOND HEIGHT w`rE'nu=.rraose _ t---f� -- - - Y. �=01' /s� .... NOTES: R.o CIL FOYER.. .Q -fi 4068 r �o BATH IN 2 MASTER 2865 BED =1 aYi BED RM O y iCITGHEN I I� MA5• �, .-q v CU LA ABOVe I GL. I \ / \ .^ I2868 <STALKNtm Y - ' O Nwxw a b y MA5 R BATH LLJ - - " KNEE Y1eLL•.: KNEE WALL :..�, Z IF 42, a r - r I WINDOW 5GHEDULE 6 \B SECOND FLOOR vJ Q D A - B (i G2 4'-�" 4'-B' .• ]' RDH 056\/ T 3" ]' a•-6•..rtDN 656 4•_6• 4•,0• WINDOW HOR HE'HT B'-10". w Cr o allANTITY 9 6 a 2 I MODEL TTDH3860 E ITDH3656 LAWN 292l IAM 2ffi1 2W w 5IZE 2-111/2"x4'-115/4" 2'-111/2"x4'-'13/4" 2-4"x2'-31/8" 4'x8"x2'x31/8" - Z R00014 OPENING. 6-0 1/2^x5'-O 1/4" 5'-0 1/2x4'-8 1/4" 2'-5°x2'-3 5/8" 4'-a'x2'x3 5/5" C TYPE DOUBLE HUNG DOUBLE HUNG AriNING MULLED AWNING MANUFACTURER MARVIN MARVIN MARVIN MARVIN Second Floor Plan - SERIES NTEGRRY INTEGRITY INTEGRITY INTEGRITY L SCALE:1/4' = 1'-0" 3D AXONOMETRIG NO T.O.GOHGREF_ ..-._.-.__. ._ .. - .. __ -- - ___ ----'- CARRIAGE HOUSE -- --- _ --- _ - _..... -- — -- ` --r- -------- DROP TO FROST WALL ---------- -------- 4-3"T.O.pOHpRETE--_ t — .. SET SSE MTES nar cEUE - - - /, 5-CAR AGARAGE 1- I REA+SIGS DROP T.O.W.46- _0__._ - SLAB I 1 A PROH TOYWRD5 DOORS 1 DATE DESDdnrA -- I F 1 I <n� 1 I . I R ;p 6-8 1/4"_ m MUD RM m l B FLOOR o i PLANS DROP TO FR05T WALL �- --— — O xb 101/2", rl�� Fp FO R.O.5'-2"Xb'-101/2' .. S.P50N b ..9 6" 9'-6' 9'-b" p FA4 THERMASASH(TDU 7504 THERMAL SASH(TDU e O CROP TO' DROP TOri —.IF DROP To W ¢¢ I Qo — 10 ODooR — — -----DOOR -- — — —1----R-- W __=J. ______ .—_ _______ 1 fV PHGE„I glf➢1 C/ T.O.48"FROST WALL- NORTH 8' _ E� < NORTH CA1 Y:NEWTON NORTN GOVN Y NBYTON N Y NEWTON q_b ! \\ � 4'-0. 4•_2.. 4'-6• q-6. 4'_b^ :q_6• q'b• q�_y 4•.0•. FIRST FLOOR PLAN 1 SCALE:1/4• = 1.-0. — ��—� or;�e v1a1eV. FINE ARCH.ITECTCRAL DE51GN . +. P51E'G7L.12°.Fi n vix.FmlfrohHiMirtlOci�gi-,u Fl u 6WSTMYf'ND 13 /� GS16N4E.I.Y,02F55 NOTES: i� 2 12 - FIE3 q Ell t LU EHFE ® � FE � � EH � w � r w� o j w FRONT ELEVATION �.�� LEFT ELEVATION c= a 1 _ -- SCALE:1/4' = 1'-0' ` L � SCALE:1/4' = CARRIAGE HOUSE .Effi%IE MiES 1/2 M1E 64.E 12 - ,2� \\ _ - FE'ni 5 DUE D=SCFFnDN ELEVATIONS Lij a _ REAR ELEVATION �] RIGHT ELEVATION I A2 DATE: 1/IFJ18 A . FIDE LINE ARCHITECTURAL DESIGN P'50342 1M - vrnvl.fimlir:�.+*�ecWB�]�41.rm� yn{ B'A£ST B4VHX0 Dt10 HpR (3)2x10 HPIR (3)2xt0 Him C$fEf\elf,MA f,ZA56 'I II I I NOTES: I I I II I I I I I I I I I I L l l l l l l l l l l l l l l l i I� I l l l l l I I I I 0.. iB L-BT.R Box I I I I I r212%,oa I I I I I I it I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r2)2x� 00 - 'I I I 3 � I I I I I I I I I I I I I I I I; _� — __ J - —— z W (9)11 T/8 LVL HOR (9)11 T/B•LYL HDR (W I,T/B'LVL MDR - -- W cr p SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN w _ - = a C/D a,a, >— m 12 cu CARRIAGE HOUSE FLARED LIGHT SHAFT •. .. : L \ _ VERIPT IN FOLD TYP RPOP QI� • r . - .. RED CEDAR 9HM6LE ROOF OVER LEDAR BREATHER \, t, - �— - 5/B'LD%PL'!YVOOD SHEATHING ICE<YWTER SHIELD OVER ALL ROOF AREAS: y \ 9I SIt2 R1D6E. ° R49.5PF MSUL.`O'p BLOCKING y, 6 0 IN FIRST TWD J05T AND J yy�V BAT5 FROM6ABLE _ \\\1 RRi D YLND WASH BARRIE¢REGVIRED - . AT E%iER1CM EDGE OF ExTERIOR WALL _ 1x95TRAPPIN6 \\ T ��/�/�/� \ \ .. BOARD _ I � \ .� \ ..\ '.\ � -�"*.�1. / r /\ ` WE 6�UE Si TEN A i a � / P AT \ \ASTENER9 ALL \ � RAFTER—LATE � \ \` P P M 9/a•Tw o5B wBFLGVR �uNLTwl�S \ \ r FNAILED 4.WED TO d5T \\�� p J .,,\\. �X`'®11 aFxiER G wnLL �' %/� �/ j/ Y� \� •.\ ��� II�U \ i`\ .. wle utsDVICr+ 6A5 R21 F.G.It—L.\\LD �j gpx X SHEATHiNb I I_ \UA (9111 T/B'LVLH IB'I-J05T5°12.O.C. ��. W4LL \\\\\ \\ 1I \I I ���4�4 . / R30 F.6.INSUL. 10'x4-9"CONCRETE WALL � ' \ I "\\I r J / (]1^S BAR TOP E BOTTOM \\ IDO'z]OP GOW,`1TINLUSF�rvG ry / ANCH \ \� a"CONto- CRE S AB TE J / s e oR BOL S \ I I � FRAMING� bx6 TOYNRD DOORS /i// EMBEDDED I" \ I I\\ SECTION pM/L VMOR RETARDER �— ..- 2 GID XP�NSUTAT J WASHERSS %1/a IF LRV5HED STONE J/// �� V 2•FROM LORNE— I I\\ \ N G " � O o2� RG3ER7 W. 4 DENNIS AL P110JECi e1%Cz \ STRUCTU,RAL y I No.1S834 aee ' ;Sg)ONAL ENG�� _ 2B si N KETCH SECTIO R OF FRAMING S O 3 SCALE 1/4:. = T.•0:. T SCALE:1/4. = T�.O:: - FINE ' I ¢NI F- a OSI6b11E AAr2S55 Y. z' 13 NOTES: 3 2010 Sill .fK _. \�� .III C _. III; �. � - tR l i 90 MUM All mallij Will - II Ii II � i ;I W _.�,Z,t' a_;• - i :.L `s fti4wL: r �-- _ i .. �a .. . - _t.e - ��Z e E ti. a 4,.., s:' °°fir �� 3 i - xa .. .�. ,�. ., �.t...?its, .n•--.. t ,._ -.. ..,v-� .. .a:'� ;; ..?.r. --1 .. A. ... � ..,.,ate'.. I� •a�i'• -sl �,: .. _ : -. :.. -....,,. :.0.;r,<. . - - �.. t N� k s .... r... -.x .,,- .0 ,..... earl.. ._ . .. w •'G f �- . ^„ l,i_i•, Y.., c. .:"r �. ,N...:rJ f.; ..,xy'.>, - ... ...-, ;,.... n.;,. :w r-'•F' _W ', , •'T.. "t< ••�SL.:� y .� ,..., .ro: _.. .3,.-, ,., r,d.. .~xrs - w.:n;;r� : *'<4Sa:�,r. ems+; �i> ., r7^,s. > .v y q. ._., •.,,. ,,a>•....,-... '1 :' +af•`.= .t_w� ;,'} J. a-.l. aror S ,`�� ....� • �P-ri+.4,.'.�..+••. 7:en, �, ..,.. ....... ....... .-:�4:1w ,:. -•"1.., �" '4 �'P` ,,.•v1... ,-,�-oyK,.a ::..� ,,s ,u"tn.. �.L.:-...d-�... ... .. :,ems , .s. ,s,,..- •� ',1.' 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' ay : Vim MAIN HOUSE Builder: Structural Engineer: PRYSHLAK MAIM HOUSE Drawing Index, Hostetter Homes Robert W. Dennis Jr. 48 MAIN STREET OSTERVILLE, MA AO COVER E4 BASEMENT ELECTRICAL d/I&d�lfi �Af SET 770 Main Street BOX 534 Osterville, MA East Bridgewater, MA Al FRONT&LEFT ELEVATIONS S1 FOUNDATION PLAN 508-428-2828 508-326-2464 A2 REAR&RIGHT ELEVATIONS S1.1 DETAILS DATE o A3 FIRST FLOOR PLAN S2 FIRST FLOOR FRAMING Designer; A4 SECOND FLOOR PLAN S3 SECOND FLOOR FRAMING Landscape Design: Civil Engineer A5 THIRD FLOOR PLAN S4 THIRD FLOOR FRAMING Phil Cheney Sullivan Engineering Fine Line Design A6 BASEMENT PLAN S5 ROOF FRAMING COVER Y g g A7 WINDOW SCHEDULE S6 ROOF FRAMING 87 Lakefield Road Box 659 8 West Bay Road E1 FIRST FLOOR ELECTRICAL S7 SECTIONS South Yarmouth, MA 7 Parker Road Osterville, MA Osterville, MA 'E2 SECOND FLOOR ELECTRICAL S8 WIND ZONE DETAILS FM6 IM 508-394-1373 508-428-3344 508-420-1296 E3 THIRD FLOOR ELECTRICAL AO WE avid WFNE Sl A ITCH IT ECiu P.n l DE:IG 1I 1 Pi[ei$.1'e66 viewFMYwNxe�.Bkmnm 6ws"MY F&D I CBMiLEA'A02655 1 NOTES: Pi j I I � I I I iI COyERED PORCH I I 31050 I 15060 1BOB0 i v• - . h qI SGREEN�PORCH ri CMIT - - - -- - - - - - - - - - - - - - - - - - - - -- - - i T L ING DINING Y ql I I w I 1 t ® U w i 1 � L O Lu 16 I. a v) s % •ti q.q• - I ------------- G0.M1E.0 Sl O �1468 ,\ Aux" 3668 r�i"v /V�J 5TAIR/ENTRY/CORRIDOR I KRGHEN PANCL TRY I r _I— -- I - - - - - - — ----------- LAUNDRY28 h I 1 Y m F n MAIN HOUSE I r` q I § r 0 I II II I I I i I I II I =__ <9> DATE ME 411V2C16 Pmirr6ET 3068 �bB FP.'B.'s • I DATE DESCFiFTK)N I O I j I O i FIRST FLOOR PLAN I FFOJEMN I;Ot 1 I I A A356 � I� FIRST FLOOR PLAN � SCALE 1/4 1-0' (ATE: 411116 4:. L F s, AI CFIITECTUN AL DE`.IGN B WSi BAY FbW GS'IF3d11E AAOtfad' I r-o• - NOTES: I I D s, i I I I q I q I � I I K BATH 03 earN oa I �, .. .... I 24 e O I ", 4 ' O O 246 I /'1 OD IIIIIIIIIIIItto IIII I OO OH 02 Ow Iz Lu Q c D 'III II IIIIII(iI IfIIflIll II I III IIIrI I ' .'I I IIIII III I II IIII I I IIIIIIIII III w 2660 a5i 6;0i LnuHDRr j Y� oLLI rill IIII II IIIIIII MITI V111-1h III II � J I W = z I >. , H 4 - i OPEN TO BELOW � I I �'' I IIIIIIIIIIIIIIII II IIII IIIII III IIIIII IIIIII III IIIIII11111I 2 60 I III IIII IIII Hill II III De , IIII 11 I I. 1 I I I I MAIN HOUSE I I i r HEFIS -- - i SET ESlEMTS IIIIII III IIIII II II MTE ISSUE II III I I) ulax•+B rwm SET . j 1 2B 6 GL ° BBSDDs 4 h DIE OESCAFMN I - ' M,45TER BAT( I I I F, I j SECOND FLOOR PLAN I i FRIDUM71 Iro2 I I 5 5 A4 �,��SECOND FLOOR PLAN � SCALE 7/4 1-0 DATE: 4/1/18 FINE FINE ' nfiCMITEC'I UI?kL UE:IG ICI Sl PSOB1Ti•fi5fi iitv.FRtYW AKMl�lon.om 6kvzsr 4VP1ND I - - I NOTES:- I ; I I I i 1 � I I i I I 1 41168 LdJAQ-lal- L.L.JATTIG�OUNK i ag I I — BATH I o n I w Wi I CC 0 I � w UD I ca I I t I I I MAIN HOUSE ' I I I - I I I • I _ I SEf fiAk6416 6wre use I Faso,$ MTE oacR i � I � 1 I � I i I � I THIRD FLOOR PLAN I I I A5 ,� THIRD FLOOR PLAN , SCALE:1/4" 1'-0" DATE: 4/1/18 t I VIERFNE NE ARCHITECTURAL DE`'IGN A B C BT P50BJ2:•leLb 1 I I - vllAv.FY'eLLYMlh'CWzDeS¢n.plll B IVST EIV RDID "I - • osnutu l mo2ass I NOTES: (B)P.T.]xt]GIRT P.T.6xb POST W aWP50N ABU66 BASE 1 � / � 1]'Dl4 CONCRETE PER-�i{�.�,__--__L 4_----_ W/]D'516FOOT TW'. 1`ES/ ; / �'CSj_�__��_�.ylg`j.}�_�____t DROP Tori.To SLAB P I G k i a ¢ �' I FR05T WALL BFI nW i F , I I ----- --------�— — --------------- ------------------ T------------ ------------------------ _____ _ _---_ __ ___ __-__ _-_________ ___ -_-__ _____ _____ ______ ____ _ 4 . 4 0 'X -e- �I� Q AN N I -- i ' '--I L• _..::, - oI:Q �..: - .I, /�a tQ O�bt I _ 1 I I - I T. FR03 WALL 1T-4 6/D' ' d / 1 ..': I I.: T.a.FTb i?S'w 6%D'_ a I I r: I • .. urTBD /= I I Id2ME HFATER LLJ I I Lu Sl I I 1 I T I A I S --- -- --------FLOOR 66EDER 3068 P I DROP TOYt TO SLAH 2868 2868 90 I B B 0 J ' I � i FROST WALL BELOW Q VP W I., RETAMING BATH d AU A I BATH YCU I I.:: WALL TB.D. //'� 41 I TBD V J m e T9D. XDJs --- ° a1 " L----------------------- I — — - -- — ---- ------- — PORCH YULL EBM v TO THE FND 1 `: i -• E W/=3 REHAB DiD OC. I MAIN HOUSE ' I I I STEPS AND SLAB PLANED TO THE FND I 2I� �h I I rwu-ry•B R®ul etD'Oc. I I A I QiQ t I I I FTinCaNTR E WUJ.rv/4' I �I I 1 I - Q MASONRY Pr ORTIGO 90TTC bye xt6'Fom1N6 46- (:I ILIA 9 I I TO.W 4"ABOVE MN.Y.LL QiQ I 4•CONGRETE SLAB W/bxb F F I I TO.T BWEETCNE 5URFACE 6-BELOW I I I FN6 MFL R.ELElATION I '•.I I;. ------------------- $E16SL£ W�tLLL POST TO TOYl 4'4'TO I'::. , - I h I �.;i ACGE55 CRAWL SPACE I I�: 0 i. l I I.• oIIE oESGPFICN '.o i • ' '� T.O.FTb]3'-1 6/D"-- _ :',,�i GRAWL SI.AGE .,F ,r " I I " I I•'' I BASEMENT PLAN - ----------------- I -. I Di5 1 � � I . I P:oraanroz I 6 B O A6 ,� BASEMENT FLOOR PLAN �� I DATE 4/1/18 DRAWING LIST .k.#i:' 4 . GR03S FLOOR AREA (GFA) CALCULATION — 5 ID DRAWING TITLE ORIGINAL ISSUE DATE LATE T—SIGN R DEFINITION: ROOK AREA.GROSS COVED SMELT - 1 TIIe sum of all Moor areas wiNM a buPal,q cr structure,meesur«I from Ne perhne[tt of the - 1 I w ofer(enures II ux for Hallways,s,alrs,closets,Nld'I,as of walU, 4i1 SITE PLANumNN, oNW . a«Un aty I«le d - b IN area f«NJmen«culRuscy,I«n dine all(casement Hoar area.meJaanl«ana artk slJam ana rt aosea IJ«c11es. - - .. 1 _ Az.O BASEMENT FLOOR PLAN GROSS FLOOR AREA(GFA)CMCULATION FOOT PRINT AR A CALCULATION - 6 •III FLOOR FLOOR NAME GROSS AREA FLOOR LEVEL FOOT PRINT AREA Q., FIRST FLOOR PLAN a Az.2 SECOND FLOOR PLAN "A'Ay § 1A .R FIRST FLOOR 2,899.4) 1ST FLOOR 2905.N s.f. yf dP �.. b I £' 4 J ,y,_-YP4 k 6 "t' �y,�p.'?� „ .M1 A 'yyy, i', A„{•N L N Ap 1 2 SECOND FLOOR 2,52).98 A2.1 ROOF PLAN. �yF:'e l'• .., ,af {+ Ydl ., vP ,y h R y di'N `t.}.1�{,�4R V k "^) JM+ 41, °a3 u <t.r"� e< s�'.�: w '°,�" `yh s427.45r rt v. r./ p N 42.4 SCHEDULES yA�,B,xu h A.. 44pclI M All A2.5 INTERIOR DOORS AND PARTITIONS ddg n ^R ,y - v r:",;Ma :M G �{ •4'L n.:. P yV M yP , H�T.S� V A',.. I' ar'AG wy AC.+/F 1„.':.. IM P b h" & P ._,R u ,^ (y 4 kA. ,V,� 43.1 EXTERIOR ELEVATIONS f d ^r,.x: ` A3.2 EXTERIOR ELEVATIONS ✓*" .v i 3UILDING HEIGHT CALCULATION BUILDING SECTIONS , DEFINITIONS: M.2 BUILDING SECTIONS BUILDING HEIGHT $2.0 FOUNDATION COORDINATION PLAN Fg Tne ver kal alstance from Ne growlE ImeE o Ina plate, n - HALF STORY 52.1 FIRST FLOOR FRAMING PLAN .'.'L rrlel:Pace acme me elate ll�nul lcMaw Neridgelme In an area commomy wuea Lne-attic:Pxe,' .`�; ... ;. yr ' Exmtlea tMt Ina Bross Roar N area of IHe nail story snap no[exceed aa%o/Ina Rmss Hoar area Immed Atety below 52.2 SECOND BOOR FRAMING PLAN -4'+. Su+- y+°,�,•,...;ri i. ^� g ' ', ap 'r,' M '� +x'„A a. n y.,. ' e h.lf story. ) `a ',..,,m-.-« =':'•^ ,� ...x�. .q F::•rc a 9 >< a'.6''' a,,' A `�' ,'"+ a v��� M STORY 3.E ATTIC FLOOR fiLOWER ROOF MG PLAN — R' ., " ...��' }• „ ;'':l .%".:::® IkI..f. •J'M.x F,.._J T ...., ,{z�,.,?,n..Yvk"'„Ya`'.e:W"F.5:,fI�.',t yl�"'.•r SArMxVt'",f{ 32 ROOF FRING VLArvTlrtofabutliq lnAudMWlncusurfaonoratero .f the lorareR§Atijs lr t rof end-1%a let 1/2 itsn .1,v Rle w a •.r; }'�, :+�I r I ti. }px p ., µ L 1ii r ,,, '.'Yr` h'S' I'+-1bhA tab X,r1', "A}�zy ll W` t 4tV I BB'Y .I r � .:. , . ■$ } y > n ,.i, 11�_A s.•." ( . I �' _ k 4 p fl Y BULK flFGUTAilON5 FOR ZONING DISTRr.T RF•1. ��,ra,.a.s:ua..•.a.�,v?Yust,"`M^w•w+rr'X:: as r ♦, •,Ay i��l �H a ^'��,5,.sli '91 y S2.5 SHEAR WALL PLAN S Minimum L9I AKN Isauare feed: R),12)(sn.R.RPOD) STRUCTURAL DETAILS P�yy;'C ry�'��A�'ft4 �yytL)y,n H, � � � �"' �...' ,Y `� � r'. •��� ::IRE � ."'�)�� .�i��. z � k �,i?y, R " r Minimum Lot Fromaae l(ee[I: 15lit) $Z.) SN LPANELDETAILSfi INSTA.LTON 4l,fi , MlnM1nwnL SOWN(eats: 1251/[.) Front$e,!>a<r :D In.l f .R. rJ...t"h•,y ... N+ �E Skle Setback if II 151R.) fi# ' g x ®I�}. .�a,.r'«+w„a. ix i. �eIM # :•PLar setback lfe�etl ,5IR.1 u.e GENERAL NOT¢ F ,.:9 .xk. ,� •j1'"A ®® a,. .�'` _ .C: �f „t ; �' d '!tiS"""'^ .N ,ew>vN•.Y.vw +,wu'� NL S'� N MaRlmum emmlre xeimlL IrretJ: ;o py IngFx� 1 na d w NOTE: THIS DRAWING SET IS ISSUE AS A LIMITED-SCOPE BUILDER'S SET.WHILE IT PROVIDES A GENERAL DEPICTION OFT ARCHITECTURAL INTENT AND BUILDING GEOMETRY,IT ES NOT PURPORT TO VER ALL DETAILS AND CONDITIONS,AS WOULD BE THE CASE TH A FUL 'SET OF AR Il'ECTURAL DRAWINGS. M'SHLAK RESIDENCE IN RPRET ION OF E IN'rENT HEREIN SHALL BE THE SOLE RES NS LITY OF L CONTRACTO . 48 MAIN STREET, BARNSTABLE (OSTERVILLE), MASSACHUSETTS DATE OF ISSUE: 04/11/17 i PERMIT SET ARCHITECT STRUCTURAL ENGINEER IVAN BEREZNICKI ASSOCIATES,INC. COWEN ASSOCIATES,INC. 9 WENDELL STREET, 29 VESTA ROAD, CAMBRIDGE,MA.02138 NATICK,MA.01760 (617)354.5188;(617)868-5764 (508)655.3976;(508)655-4284 / SITE ENGINEER LANDSCAPE ARCHITECT L / SULLIVAN ENGINEERING,INC. BILOWZASSOCIATES,INC. jY/1( G / 7 6 QjS 7 PARKER ROAD,P.O.Box 659 32 NEWELL HILL ROAD ABBREVIATIONS US(ABBREVIATIONS SHOWN ARE NOT NECCESSABLY OSTERVILLE,MA 02655 P.O.BOX 1326,STERLING MA,01564 EDON THE DRAWINGS) (508)428.3344;(508)428.3115 (978)422.5040;(978)660-9710 ALT. ALTERNATE FIN. FINISH 0/C«O.C. ON CENTER ARCH. MCMfiECT FUR. ROOK O.D. OUTSIDE DIAMETER S.C. BOTTOMOF F.O. FACE OF DPP. OPPOSITE BOT. BOTTOM F.O.0 FACE OF CONCRETE DING. OPENING ARCHITECTURAL SYMBOLS MATERIAL SYMBOLS BM BEAM F.O.F FACE OF STUG P.S.L. PARALLEL STRAND LUMBER BRG. eEA0.1NG F o-SOUN FACEDA STUD R. RATE CENT. CENSER FOUND. FRAM.OJ T. PRESSURE TREATED C.J. CONSTRUCTION JOIM FIRM FRAING REFERS C/L or C.L. CENTER LINE F.S. FAIL SIDE REFER TO CUP am FTG. FOOTING REI REINFORCING L� C.M.U. CONCRETE MASONRY Urvn cA. GAGE RE REQUIRED O EXISTING WALL RIGID INSULATION ,'/ R' EARTH COL. CODUNN GLLv. GALVANIZE S.F. SUBFLOOR qA EXTERIOR DOOR/WINDOW NUMBER al t EXTERIOR ELEVATION/BUILDING SECTION MARKER CO NC. CONCRETE DR. GRADE SIN. SIMILAR CONST. CONSTRUCTION HOT. HEIGHT SPECS. SPECIFICATIONS CON T. CONTINUOUS NORZ. HORIZONTAL STD. STANDARD 101 INTERIOR DOOR NUMBER C--� DEMOLITION WALL SPRAY FORM INSULATION GRAVEL DNA. DIAMETER H.P. HIGH POINT SS. EL 1 DIM. aMENSIGN ENT. INTERIOR MUCT. UCTURAL D.L. aNENSION LUMBER JT. JoIHT TBG• NGE B GROOVE CENTERLINE SYMBOL 4 Aa.t 2 INTERIOR ELEVATION MARKER DWG. DRAWING LG. LONG T.J.I. TR JOIST 4 NEW WALL PLYWOOD / /`/f` M OWL. DOWEL L.L.H. LONG LEG HORIZONTAL T.O. TOP . �� %�/, BRICK E%. "ISDNG L.L.V. LONG LEG VERTICAL T.O.C. TOP O CONCRETE LIVING ROOM 3 EA. EACH L.P. LOW POINT T.O.S. TOPOF EEL ® ROOM NAME/NUMBER t E.F. EACH FACE L.V.L. LEMJNATED VENEER LUMBER T O.W. TOP OF L E.I.J. ENGINEERED VJOIST MA%. MANNIUM TVP. TYPICAL ___ 5.1 MASONRY WALL WOOD METAL EL. ELEVATION MECH. MECHANICAL U.O.N. UNLESS OTN ISE NOTED v �� EMB. EMBEDMENT MFRS. MANUFACTURES VERT. VERTICAL 1Q REVISION NUMBER 1 K� E.S. EACH SIDE MIN. MINIMUM V.I.F. VERIFY IN'Ta l I DEfAILMARKER EXC.' IXCEPDON M.L. MICRO LAM W WIDTH {� GRADE ELEVATION MARKER I CONCRETE WALL '.' PLASTER 't"%y`s, k'g STONE EJOs. EXPANSIGN MTL. MfTLL W/ WITH EM. FXIERIOR N.S. NEAR SITE W.F. WIDE RANGE STE --� F.D. BOOR DRAIN N.T.S. NOT TO SCALE W.W.F. WELDED WIRE FABJU PROJECT NORTH 7E- ff. ff61 1 FOU �-I UT WLLLCOMINU6 EDGE Oi PAVING I FOVNOATON TO WPPNOMA ON TO Q AS BRE RETMNING ABOVE SUPPORT i %i OLUMNS O CJ CWUMNB, ----_—_--_--_—_—_—_--_ --—_—_--_—--_--_—_---- —__-- 8 - -j - - - - - - -1- - = -;- - =_-_----i ---__-- _----- i=-= _ 6 i-=-- -_-_------ i-=---_- fIN NALL Fo U P I I i BEE 0DA ION + , I I I uroM —------—-------—_—--------—----—_ __—---------------_----—---------__ ____________________— I I ] TO FRAME —_—_—_ • P• I I CA i I A4 I i + I _—_—_— —_—_—_—_ _—_ _—_—_—_—_—_—_ _—_—_—_—_—_—_—_— O0• I i Ii;I + i i D.B./C.E./VPJ R.U. P CI % / `\\", COPYRIGMEO LII6 I I'IWALKM HEATE ,( `\\\` N4N BEREZNICx 4050C.,INC. d TO FRAME _i — _____ __T___——_—_ I i -ER HAL i 009 L % ___-- CB GW FIREPLACE / :�/� 41 A4 MECRAdCAL \\ GYM I 00] z A4:. _. I j C1 \ %%' ,\ \�``\ U _—_—_ STAIR HALL 3Rs W2 ® FIN.iLOOR ELEV:11'.T 002 \ A.d,2 / `✓ I W6 0' 005 Al Al UP i cn — — 7 SAUNA 001 ,e r STORAGE \ \ �}✓ E.f 006 WET ATBBR j I %/ 004 003 3 TO FRAME i �..:. °'. FH � �\ E —_ F. FRAME .° ._ ° .. P.. ,F P I `iR, .'P ,' C3 O.' ,J" I I / / I \\ \ T.O.AAB` \✓ �' F+•d T.O.SLWa V.-lt 3/! �ELEV:6'.I 3/ �r F.O FRAME - C, J "\ L ING EV:ffe" OI 0� F :i s 0 Q 1 O /d ..y//� DATE:d/11/1] Q LL 6� \ ELEV�o- •� .. r REnSIONS: LLA LLB C D E F STOAM DRMN BASEMENT M.x FLOOR -/ PLAN Ue r NIEACLLCULAIION(NET NR ) ROOM 9 ROOM NAME (FILING HEIGHT MEASURED AREA VOLUME {r ml STaR 11'43/4" 101.16 oox sraR NALL n'a v4• zn.ee 25u.e3 C, .f PERMIT BASEMENT FLOOR PLAN OW STORAGE 43N" 31.)5 .9.74 P SET 1 5[LLE:1/.• 1•.D• C,+� {• LEGEND ODx WET BAR 11'-73l4" 41.20 503.0$ � � � P' TYPE SYMBOL 005 BATHROOM Il'.)3/! Q.7! 198.0] MONOIOOE 006 54UNA 11'.7 ll! I 40.T9 4x5.03 10' p a• m] GYM 11']3/! 3 .40 3,009.x3 A2.0 / IiP SS• J (TOR me wa.x.oM NLLL na' v4• nUsl 3,]D9s3 'o�� Ia:Ar oErecTOR fit IN ®� 009 TNEATER 11 73l! 429.56 5,Wx.B9 YAOxE DETECTOR ®D O10 MECMa11CLL It'l J/P 1,098.62 tx]1x.0] PROJECT NORTH 1 -------------------------------- ---------------------------- ------------------------------ i1 ------------------------- ------------------------ --- --------- ----------------- ---- ! I 1 1 AD BI I I I AC I WT-0 �I p p m - ____- __�_ ....... -___ 7 F.O. AAA `ry -��-, I I 1 1 I I I I I 1 1 I I I I 1 I Lp) I I I I I 1 1 I ; I I I I 1 i t •'.1 ID _-_- -_-_- Y.P,RU • �. I I 1 1 I 1 1 I I I I I 1 1 I I �\ ��\A�� I 1 1 I I I I II I I I I I I I I I I I 1 1 C2 C2 I I 4I IN R OM I I I DININ RbOM I I / AE \ ` \\` �RixEZila's5soc,INt. 6 F.O. AME la- li-SITTINGROOM ! ! 12 ` A,NB1 1 1 DECOMDVE I I I I I 1 1 1 I I NXKETDOOR - _MlAkS� Os'.3 1/3- •-6- I I I I I I I I I I 1 1 I I I I I I 1 1 1 1 I I I I 1 1 1 1 � I l z A \ \\ I ® ! A3 M x QI i i� ! 102 OPI _- _- ___=L-11�_ _1___ ___L1�_-_ -_-_---__ --LOW GSEWORN__- - p / \\``\ / 18 A3 11 P HALL- _ -_ _ RECESSED STRUCNRAL t \\ 7 102 O O `CASED OPENING \ `\\` •// /--1 y DROPPEDBEAMAI, E /`\ \ -- - \ LOW WALL p3 / roil 01 ,� _-_. ,,,,., Al ' UP VEST BUI-E ' j KTf HEN POOL HOUSE O TIN- 1 1 1 ( -13� O=,=L 105-_----10) - ' BATH OOM �-/\/ ;! COATS CLOSET �I Al £LOSETI I'6 Al (�V, I. I� 104 i� STAIR m i Ell ` • 122 ' 123 11 103 1 P -OPENING C e / 3 F.O. AME I 2 � F.O. AME --_ AT --- ADRIAN' OFFICE- /I' J'.1- 1.31/1 5'-91/I. /bi \` ISTAIRR.P.T�W6 / 0 1 1 I \ \ -_-. 6'-B /-II I c 6'.B I/A- S.B i/P O/ 1200 • O\ NGFIlS/ /� 71TC F.O. NCRE)E I O, = G� OF DOOR&P00.CX - / I ..F. `\ Al 1 ----�- - ---------1------- ---------------------(------- l --- ` I I °� DB 5�P, Fh - --- - --- i 9e i II I I I )��H M.2 / ` ` `\ ,�5• C;l//�, i . p4 IeUNDRl�00M DATE:Mllt/1) OOF c PESSLONS: LLA LLB C D E F AREA uLCULATON(NET AREA,) 101 YES11BUlE It'�P I51.05 1,771.89 / 102 NALL 11- 113.50 1,33L. j 103 STAIR 1- 105.15 I.T STAIR 1,- 112.21 1,325- FQ 1M COATS 11'P 46.25 543.M F� 105 UY. 11'P JL15 1. BAMRO016 11'-P 65J1 )R.25 FIRST FLOOR I.I. I BEDROOM 11'-ff 211.61 2,510.19 B PLAN 110 RTTIHG 0.00M 11'�ff 331.69 2,60AA9 111 LIVING ROOM I,- A.- 5,b2.05 AR/` Oj 112 DINING ROOM 11'P o FIRST FLOOR PL N 195.M 2,o1.b @ ' w KnaEN n'.ff 173.AD z,ou.b 11A BRMFAST 11'P 16J.65 1.922.83 NTRY 1r.P PERMIT 115 PA I1.09 MS.lO i ' 116 POOL HORSE `31 , 3 LEGEND SET IM.]3 1,)00.5) 0 ttPE SYMBOL 1H AORIANS OFTICE "T 1�.1 •br«�,'`� 111.02 1,656.% DUR�EIN�A 040E 119 44.]2 525.A5 �Q-i�+� I.��.Yr• e•` 120 -OR OOM I1'.1 81.65 961.TJ y IA■ 12, LAUNDRY ROOM 11'ff 65.11 ]69,b I f pC, HEAT DETECTOR ® A /. 1 I�� aA i� l/1�i/ ■1 121 CLOSET If'�ff 9.17 11A..0 l CA` 123 CLOSET 11'�ff IA.)1 168.)I SMOKE DETECTOR ®p PROJECT NORTH I I f ` Q 7E- T d OUTSIDEFACEOFSTIIDS OUTSIDE FACE OF STUDS OUTSIDE FACE OF STU05 II OF DOOR B DECK 1 d'I DOOR B DECK OF DOOR B OECK I I I % Y U y� W AD In ` BB - BA BB G BB BA BB G N I I BB B BB O _ -- _ O _ _ F.O. AME � ' �__ Y== ..-...______==Y _ ___ ____ _ ___---_ - .- 7' - ,B I I sa. \ Z-- 212 BATHROOM I I I 1 / x TBROOM IND All _ # - f RUE I _I y.H- CXASE I i BEDRDOOM i I BEDROOM i % NC/SITTING ROO e O Ad.3 0 BEDROOM I I` 5 ;\ OECORATVE VAULTED DECORATIVE VAULTED \ j Pik`�\ GNFED EIta 6 F.O. AME _ 20d +u AS I CDVEV I L AS I COLING I I 217 , e\i o• 6N gEREZNICK nisoC,IN[ _ I� ii Al 1 61/2' I I II I I _ I W.I.C. AS CED OPENING 212 ✓ ' //' t 1'-6 /I" '-11" -d /' CASED�IFbnm I = II W.I.C. I b I II I I \ r.n 1/d- zoz AI Az li 210 g A II / / I I 5 - I ------- ---I ---HROOM - - I _- --- - - 1-- ---- ------- ------ -----�,_J- -- ----=--- - --- �"\,/.: ��e j'\.\ \ / w T / 201 /P '-11/d' ..,... :6'.--^ ..6' 305 a 'PASSAGE 1 I ? Al - HALL PASSAGE LOW WALL/RAILING I I AD I I 215 -__- R2 BEDROOM _ m w`h�STE OECOPA VEVAULTEDVAULT y , sT IR I E¢ w Ell T 6'.61/Z" T 6" - 103 F.O. AME 3 OF EVEBNIOW ABOVE y TOILET 2 F.O. AME _ _ _- _ jLL/�-_ _-_ _-_ _-_-_-_-_-_-_-_-_-_-_-_ /�_-_ / 2I] `\ "�"• ' \ `\/' 6 / F DO IIOOO\ - ROOM ME �. - -------------- ------- ----------------- - - - __- II I I CI >FEYEBRNOPV6EE. - rc '`\ \ `\ DATE: \ \ REVISIONS: n SECOND FLOOR PLAN All i CAICULATION(NET AREA) XIt HALL 10-0' 202 IWINDRV W-D' 11.12 111.23 303 PASSAGE 10-P d9.15 491.47 A1.2 SECOND 30A BEDROOM 10-0' 236.31 I,MJ.13 j B 55.83 S.- BA FLOOR 305 TNROWI 100"2% BA- 10.P W.IB 6H.81 PLAN LAN 30) W.I.C. 10'-0" 30.95 309.67 /( m BEDROOM 10A- 250.Z6 2.502.6d 209 6ATNROOM 10.P 6).T) 6T/.T2 �ai�6 ✓�'� 210 W.I.C. 10.0" 32.63 326.25 �+� 'J � PERMIT ZII BEDROOM 10-P 256.52 2,565- y LEGEND SET 312 W.I.C. tO�O- 111.51 1,115.di TYPE SYMBOL CARBON MONOXIDE 213 PASSAGE 10.0" 108.92 "W9.23 ® 'O• ter.` W.I.C. 10'-P 39.7B 397.61 .ro ZId 2P CC'�ITi ui,A �.F y DEFECTOR 215 MASTER BEDROOM 350.51 3,505.06 o P. , . HEAT o� r 3tb AIASTFA BAM tOO 1]dZ ® A2.2 I1) DRESSING/SITTING ROOM 1W, 106.08 1,060.83 ®g SMOKE DETECTOR ®0 21) TOILET 100' 16.)B 16).BI II PROJECT NORTH A B C Ai.t G U RED CEDAR SHINGLE ROOF®TOWER CUPOLA COT — — — — — — —1— — -—-—-— — CIO I I I I \ v QQQaQ�m I I I ROOF DECK ROOF DECK ROOF DECK N EAVE LINE U � u v —_——_—_ _— —_—_——_—_—_—_ _——_—_ —_—_— - -------------1— — --T I II - - c CHIMNEY \ /" \•`, DOOd.00 _—_—_— —_— —- _—_—_—_—_ _—_—_—_ _—_—_—_—_— —_—_—_—_ _—_ ROOF —fi—_—_—_—_ - I / COPPER OF • D.B./C.E./V.P./R.U. ®CRICKET DECK YREENICRI I' RED CEDAR SHINGLE®UPPER ROOF (� REDCEDAR SHINGLE__—_ `'/ -- —ial---- -- ---- I' --------- -------------------------------L-------- -----------1 —_—_—_ ROOF®EYEBROWS. it I � it i \ � JJJ a F.O. AME ME — — — — — I—_ I_— _— —---- — --- --- - -- — — -— -— --_—_—_— I ----- •\ /" OF DGCR&PORCH I •\ `\ `\ / { `\ �/ m 1.6 I - 4UII IEN,RI YY�S I \\ I I RED CEDAR SHINGLE ROOF% COPPER ROOF® ®LOWER ROOF,ttP. \�\ F.O. AME \ EMRY PORCH / RED CEDAR SHINGLE I I I ROOF®TOWER CUPOLA mi mI mI m m I I I `\ DATE: /ell /Iju, (rIj\ /IlF� /CI1l `\� /• \ ' I\ REVISIONS: OV X\ RED CEDM SHINGLE ROOF A1.2 J ®DOPMERS H © A,���B ROOF PLAN. K ROOF PLAN 14 FS73 PERMIT 1 SCA E,/f • 1'A' a�LE R SET ma �41 jH A2-1 EXTERIOR DOOR SCHEDULE DESIGNATION AA ABI ABI AD AE AP AD AN AJ SA BB RC BD BE CA CB CC DOOR TVDE FnUance 0m w/ GMv Wet 5YM Glen_11 SYMem GMss Well SYMem Glev Well Syslem GMv Wet Slnum GMzs WAR S'.m GIA.Wet System G..W.0 S'em Entry Dow wl TnnHm neArq French Door I ,,g F,.n Doan Inewllp F -Door Inawlnp irmN Door InvvMp irenN Doan ImwlnB irmN Door Irnw Fr Door TrenlwrlRSIOe11g6u I (SNgIe HIn8e6) (SMgIe MIn8e6) (Slnple Nln8e6) (Single HtNW1) (DU1,'.XMgml (OOWLe NInBM) irons Dow w/SlOelite (pauble Hlnpe6) UNIT SIZE(W a H) 8'-67/8110-01/16' lZ`A1'-91/2" 12'318'9112' 11'611_9llr 7'-51/41 91/2' 8-11/218-9112' S'-618'-91/Z 9'-)911618'-91/Z' 191/2' 1-418-11/1' 1'.317'-0' 3'-)1]'0' 3'01)'0' F31T-P 6'-' V-018'-0' T-9)/16V8'-0' 6 QUA- I 1 I 1 1 2 1 1 1 11 6 1 1 1 1 1 INNUFACTURER T.B.D. Ne N_U HervWall Nemwetl PA-W." ...W." NA.-It NeneweU Wall CUSTOM NARWN AYRVIN ALARM. AIARWN NARVIN NARVIN NARWN TMERMATRU Nero SMOOTX STAR SERIES N/A WO 66 SERIES 01.211 WD-66 SERIES OIL3R WIG 6SERIES o2L WD 16 MIES o11.211 WD46 SERIES OIR WD 66 SERIES oI UP WD-66 SERIES o21.211 WD-66 SERIES OZLIR CUIFD 3070 CUIFD 3070 CUIFD 3010 CUIFD 30)0 CUIM 6070 CUIFD 60M CUSTOA l/1 LITE I PANEL RUSH GLAZED _ 7/8' ) SMEO )eSIULATED )/-SIATED 1/8'SA )BSIULATED )/BS RATO )/8' LATED IS" )/8SIMULAE )/8'SMULATED )/8'SIMLATED )/8' MLATE N/A MUTN DIM BMT M TED CEO LITES DIVIDED LIM OIVIDED LITES DIVIDED LITE DIVIDED LITER DIVIDED LITE DIVIDED LITES DIVIDED LIM DIVIDED LITES DIVIDED Lim DIVIDED Lim DIVIDED LITER DIALED LIM DIVIDED Lim, DIVIDED Lim DIVIDED LIM MUNTN PATTERN RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTMGUtAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR N/A W GLAZING INSULATING Law-E INSULATING LOW-E INSUTATING LOW-E INSULATING LOW-E INSULATING LOW-E INSULATING LOW-E INSULATING LOWE INSULATING LOW-E INSULATING LOW-E INSULATING LOWE INSULATING LOW-E 11 INSULATING LOW-E II INSULATING LOW-EII INSULATING LOW E II INSULATINGLOW E II INSULATING LOW-E II INSULATING LOW 11 INSULATING LOW-E �I ' ARGOM ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON ARGON MGDII ARGON STORM TEST PERFORINANCE Iy U-VALUE S.3 G.3 It, 0.3 0.3 0.3 0.3 0.3 0.1 0.l 0.l o.3 0.J 0.3 0.3 0.1 0.3 0.3 Q INTERIOR FINISH PAINTED PAINTED PAINTED PAIRED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAINTED PAIRED PAINTED PAINTED PAINTED Cn W a X EXTERIOR COLOR �r�� HARDWARE SET W y/ /�l LOCSSET U HINGE V N SCREEN `WyV SHADE SYSTEM r'•r {�{�Y WPyyS F NOTE CUSTOM WIDTH: CUSTpA WIDTX;FJ%ED CUSTOM WIDTH; CUSTOM WIDTH:FIND W OPERABLE OPEMBLE FRONT ELEVanON ISEE RGO0.PLANS FOR DGO0. SwIN41 D.B./C.E./V.P./R.U. YRIGHTED.1e AR BEREZNICXI ASSM.,INC. E%TERIOR WINDOW SCHEDULE DESIGNATION Ct A B C3 - C3 D1 D2 D3 N Et E3 m F 4 J K L M Ni N2 Double WINDOW TYPE Nurq Daabm xme Double MVnp Double Hung Double Hurt Awnlnp Casement Ceemrent Casement Double Hmp Double Nunp Double Nu (es 1 Double N- A`_P.- _.P.- --- Double N Double Nulp Double Hung UNITSIZE(WaH) 2'-111/111'-111/I' 2'-ill/115'-111/T Z-51/115'-1112' Z-111/11f 111/2' 2'-111/1-11/T 2'-a1Z-1 2-011'-51/8' 2'-01f-5I/a' 2'-011'-51/f Z11/11Y.111/Y 241/113'-111/2" I'-)1/11)'lt In- Y211'-51/8' 151/11J-111/2' 8'-101/112'i1/16' H15/B11'-31/16" 10 8 11/1615'-31/8' I'91/115'-I"1 I'71/111'-111/2- 2'-711111'-51112' WHO"HEAD HEIGHT T-21/T 8101/Y 8'-lo I- T311Z T-11" Z-1' 9'-10" 1Z-1314' 17314' 7'-11' T-11' T-11" 8'-11/8" T-il' Z-111/8' 1'-111/8" 3'-01/16' T-103/1" T-11" T11' ABOVE SUSFLOOR QUANTITY ) 1G 2 2 2 l 1 1 1 2 2 5 to 1G 2 2 1 2 2 2 MANUFACTURER ""IN AARVIN A'A". MARVIN MAR- MARVIN ""IN MARWN NMRVIN MARVIN HARM. MARVIN -IN AWRVIN T.B.D. T.B.D. --- MARVIN MARWN NARWN SERIm CUDH-N43026 CUDN-NG3032E CUGH-NGZ130 CUON-14G1C26 CUCH-NG30Z6 CUAPAWN3221 CUCAVP2 5 CUCAVP2151 CUCAVP2451 CUDN-NG2020 CUCH-NG2020 CIUGH-NG2620 CUCAVP2651 CUDN-NG2120 CUSTOM CUSTOM --- CUDI1-NG1028E CUDH-NG2626 CUDH-NGZ626 wr \ MUNTIN )/8'SWUTATED )/8'SMWLAM, )/8'SBUILATED )/8"SIMULATED )/B'SIMUum )/r51WLATED )/8-9AWLATED )18'SIMULATED )/8'SIMULATED 71rsUAULATED 7/8' LATED 7/8'SIMULATED )/6'SNULATED )/SIMU MUL SLATED )/8-SIATED 71W UJILATED 7/8-SALR AXED )/8'SIMULATED 7/8-SIMULATED `�7/ DIVIDED LITER DIVIDED LITER DIVIDED LITES DIVIDED LITE DIVIDED Lim DIVIDED LITER DIVIDED LITER DIVIDED IRm DIVIDED LIM DIVIDED LIM DIVIDED SITES DIVIDED UM DIVIDED LITER DIVIDED UTES DIVIDED LINES -MD LIM -ISEDLITES DIVIDED LITES gwDED SITES W MUNTIN PATTERN RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTMGULM RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR --- RECTANGULAR RECTANGULAR RECTANGULAR N INSILATEDGLASSLOW-INSULATEDGLASSLOW-INSULATEDGLASSLOW-INSULATEDGLASSLOW-IHSULATEDGLASSLOW-INSULAIm GLASS LOW-INSULATEDGL/SSLOW-INSULATEOGLASSLOW-INSUAATID GLASS LOW-INSULATEDGLASSLOW-INSULATED GLASSLOW-INSULATEDGLASS LOW-INSULATEDGLASSLOW- INSULATEDGLASSLOM-INSULATEDGLASSLOW-INSULATEDGLASSLOW- INSULATED GLASS LOW- INSULATEDGLASSLOW-INSULATEDGLASSLOW- GLAZING ON EII ARGON E11 ARGON Ell ARGON EII ARG EII ARGON EII ARGON EII ARGON EIt ARGON EII ARGON E1I ARGON EII ARGON EII ARGON EII ARGON EII ARGON Ell ARGON EII ARGON - EII ARGON EII ARGON Ell ARGON Vl STORM TEST PERFORMANCE U-VALUE 0.3 0.1 0.3 o.l 0.3 0.) D.3 0.3 0.3 o.3 0.3 CIA 0.l 0.) o.l 0.3 --- 0.3 O.l 0.3 FF�11 INTERIOR FINISH PANTED PANTED DYN1ID PANTED DYNTED PAINTED PANTED PANTED PANTED PANTED RANTED PANTED RANTED PANTED PANTED PANTED ... PARTED PANTED PANTED EXTERIoR COLOR -- v SASH LIFT NO fOLDING HANDLE, FOLDING HANDLE, FOLDING HANDLE, FOLDING HANDLE, a HARDWARESCT NO SASH LIR NO SASH LIR NO SASH LIFT NO SASH LIFT NO SASH LIR NO SASHUFT FIXED NO SASH LIFT FI3® N/A NO SASH LIFT--- NO SASH LIFT PID-LIR FINISH WHITE FINISH WHITE FlN1$X win FlNISN VIRILE NO SASH LIFT FI p� CONCEALED SASH LOCH CONCEALED SASH LOCK CONCEALED SASH LOCH CONCEALED SASH LOCK 6 SASH LOCK,FINISH SASH LOON,FlNISN SASH LOCH,FINISH SASH LOCK,FINISH SASX LOCH,FINISH SASH LOCK,FINISH LSH LOCK,FINISH SASH LOCK,FINISH SASH LOCH,FINISH SASH LOCK.FINISH SASH LOCK,FINISH SASH LOCK,FINISH N LOCmR W/LEVER,FINISH: w/LEVER,FlNISN: W/LEVER,It SH: W/LEVER,FlNISN: N/A N/A N/A --- WNTM WNTE WHITE WHITE 1VIIRE WHRE WHITE WHTE WHILE WHITE WHITE WHITE WHITE WHITE WHITE WHITE NINGm N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A --- NIA N/A N/A HALFS10.EENW/ HALF SCREEN W/ HALF SCREEN WI HALF SCREEN WI HALF SCREEN W/ HALF.-.W/ HALF SCREEN W/ HALF SCREEN W/ HALF SCREENW/ HALF SCREEN W/ HALF SCREEN W/ HALF SCREEN W/ m SCREEN W/CWIRCOAL SCREEN W/CHARCOAL SCREEN W/CHARCOAL SCREEN W/CHARCOAL SCREEN CHARCOAL FIBERGLASS CHARCOAL FIBERGLASS CHARCOAL FIBERGLASS CHARCOAL FIBERGLASS CHARCOAL FIBER COAL FIBERGLASS CHARCOAL FIBERGLASS CHARCOAL FIBERGLASS N/A CHARCOAL FIBER4L/SS N/A N/A --- CHARCOAL FIB GLASS CHARCOAL FIBERGLASS CHARCOAL FIBERGLASS MESH MEH -H MEN bf511 FIBERGLASSMEN FIBERGLASS MESH FlBERGLl53MEN FIBERGLASS MESH -H MESH MESH MESH MESH NESH MESH SHADE SYSTEM ••. NOTES 4AHGW GANGED DORMER GANGED --- GANGED FRONT ELEVATION i '. SCALE:1' 1'-0' DATE:.111117 E%TERIOR COLUMN SCHEDULE REVISI0 ; SYMBOL CAPITA@ SNAR TriE COLUMN COLUMN COLUMN MANUFACTURE FINISH NATERIAL QUANTITY NOTES BASE STYLE TYPE SIHAFT WIDTH HEIGHT DORIC SMOOTH C FULL OLUMN O _AN _N C FULL GR.uWN NXAN SMOOTH C FULL OLUMN "It' 1 FULL 0 NXAN SMOOTH COLUMN TUscAN $MGOTN CIFULLOLUMN 1'-1' 9'-T I3 SCHEDULES TUSCAN SMOOM R_� ?.t IN cyt �% PERMIT �F SET � `�fir A2.4 INTERIOR DOOR SCHEDULE DOOR SYMBOL ELEYATION ROOM NAME ROOMB DOOR TYPE LEAF SIZE(WxNI PANEL TYPE FINISH HARDWARE SET NOTES RELATED DMWINGS 1^\ IN—ICKNESS OO1 \ STAIR ALL 002 SINGLE DOOR Z--a' O." 2%1 MOM. I%A NON. 2%6 NbA. 2XA NOM NON 13U HOAI x)f6 NOU 003 1 \LLLLLL NECHANICLL 010 SINGLE DOOR Z 85J'-0' 0." WOOD STUD WOOD STUD WOOD STUD W WOOD STUD OD STUD WOOD STUD WOOD STUD SI IC t LAYER I Ir 1 LAM I/2" 003 STAIR MALL -I LNGLE DOOR Z A1)'P 03" �J 1 LAYER 1/2' CHASE CHASE PLYWOOD .1 G ROAIENTITIOUS PLYWOOD G BOARD 001 WET BAR 004 LNGLE000R 2'-1--0 1 LAYER I/2'GWB 1 LAYER IRG B 1LAYER I/2'GWB 1LAYER 1/2'GWB ILAYER 112 1LAYER I/x'TYPE% (LAYER IIi'TYPE% W F EACH IDEW/ EACH SIDE / W/SNINCOAT WI SKWCOAT CEAR- CM GWB EACH SIDE W/ GWBEACXSIDEW/ SIfIMCOAT PLASTEA : SRUACOAT PLASTER DLA 1 PLASTER BOARD SKIMCOAT PLASTER SANCOATPLASTER :. O05 / 1 BATHROOM .5 SINGLE DOOR I4V-w 0.5- xao OTYFN:AL hf PARTNON (& ACOUSnCLL PARTITIONI&TYP WET(LAL OOCATIONS nnW1 ®u4 CHASE(sm-)FARM. ©WET CHASE S.LOCATION�)DARTNON ®Ixf SNEA0.WLLL PARTTON ®xz62HEAR WALL PARTITION ]]]JJJ1E�\LL O `^ N^ 006 t 1 \ SAUNA 006 SINGLE DOOR Z--a- 0'5" ]J lC �1 WL ��xbQC ZXN NOM.WOOD STUD 2%A NON.WOOD STUD ON FLAT. ON FLAT. 00) I \ GVM 007 SINGLE DOOR NON. 2%6 MOM. IRA NON. WO L U U WOOD STUD 000 STUD WOOD STUD �N 101 SIRINGRObA 110 SINGLED00R r-eYTo• Ps• N LY.1 ((USE CHASE I CHASE t LAYER 1/2' CHASE I 1 LAVER 112' M [maUy3 n PLYWOOD 1 LAYER 1/2' FMNTEO MDF 102 SITTING ROOM 110 Dd1BLE DOdi N'01T-P PS' TC 1 LAYER I/x'GWB GWB W/ LLL SKIMCOAT PLASTER PLASTERY I 1/r 1 LAYER 1/2'TYPE% 1 LAYER 1/2"GWB PANELING ® Y GWB EACH SIDE W/ EACH SIDE WI 103 J BEDROOM 108 SINGLE DOOR I81)'P tl5' F3„� SKIMCOATPLASTER SKIA3COAT PLASTER 1 LY6 CHASE(SHAFT)P.M. ®CHASE SMEAR WALL PARTNON 1®TYDICLL 2x6DMnTON ® 1 Z%K RAT CHASE(SHAFT)PARTNON 1 ZIA FLAT CHASE(SHAFT)PARTITION HH, // ` a BEDROOM I- SINGLE DOOR r-PxTP 03" 105 ,'Y-. ® BEDROOM 1. OWBLE DDOII f-pYJ'P 0-5" 00000.00 107 .1"Y'-,C ® BEDROOM 108 DOUBLE DOOR A'--'-O' 0'-I- D.B./C.E./V.P./R.U. 2%6 NW. WOOD STUD 1. / 1 "IN- 1. SINGLE D0OR Zd 0- YRIGMEO MI6 1 LAYER 1EMI BERFZNIW ASSOC.,INC. 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AME _ __ U9 y A5 ,•' CEILING CEILING M5 1 A5 I I 13 211 Al I I _ —_—_ _1 I __— I I C • �ff I-IO' CASEDOPENING I J -63/I' S'1' -93/' 3'- 14 1-611'. X� I t I 7� 212 , 1`\✓� a'/�c�a < I (1VV I / / / W.I.C. I b PYJ I W.I.C• = I II Y O Al 2 jI 207 I A2 210 Al I ATHROOM '-1 / 15' 1/<• -6' 209 ` 205 PASSAGE _ O HALL �ASSAGE SU LO 217 W WALL/RARING 'AI __ STP.R2BEDROOn'F w \ \ uuuU1 1 216 v DECORAiNEN AULTFD / / \'� j CO, I E3 'E3 ED EX, I E3 Et 20 214 F.O. AME I O 1 0 I I / 2``\ 1'N 0 C, 3 —_ —_—_—_—_—_— j i OF EYEBROW ABOVE ` F.O. AME TOILET \\ / 2 _—_—_------------------- / _—_ _ ` 217 `\ N2 `�pS BA ROOM h+y F / v F.O. 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DECORATIVE ' CEILING BEAMS ka- I- ISO I 103 5.-3 I�I I _— -BRFXFASS^\ q� 43 II) b• \ A) \ �- CASEDOPENMG OFO1 PENING-- BED IIM>t\ - _—_—_—_—_—_—_—_— —_—_—_—_—--- --LET——— -- HAI.1. LOW CASEWORK------ — RECESSED STRUCTURAL B, AI. / \\/� F+) —r — 102 DROPPED BEAM ABOVE _—_—_—_---_-1'-1B 1/2' LOW WALL 1^'UP O K�TI 3T—�Y OPOCKET DOOR 1 III / PO(IL HOUSE _ __ I10 VEST BULE ,05 COATS 5 BATH OOMQ @ _ —CLOSETLOSET I Ilfi _ LAV. I 10'AlSTAIR 105 10] A6 /r Frl F.O. AME E- 3 _ `\ CASED OPENING / Fad) (p z ^F.O. AME C�_—L— O I 0 �O r 35' O I 19 Tn 113 ADRIAN'S OFFICE, YI 3/4" '- B'.9/" I I I i 4 11] ` / m / i I O' `\ A�00 i T I 2 \ F.O. NCREIE 1 - - --------- G OF DOOR B PORCH LAUN&0- / 121 p A4.1 ` ID I O mi 110 I DATE:Ol/1011] REVISIONS: LLA LLB LLC LLO LLE I+ F G � I LEGEND V 'O� 44. /�/ 'O TYPE ISYMBOL CARBO NOKIDE ® I \ FIRST FLOOR �! b ^ HEAr DETEcroR ® PLAN K �1 FIRST FLOOR PLAN WOKE DETECTOR D I SCALE:I/4' i'.B' 7 a i -- i ; O E%TERIOR DOOR/WINDOW NUMBER AJ t EKTERIOR ELEVATION/BUILDING SECTION MARKER I PROGRESS )01 INTERIOR DOOR NUMBER SET Ct CENTERLINE SYMBOL Ah.l x INTERIOR ELEVATION MARKER 'INGG ROOM ROOM NAME/NUMBER 3 A /\J �J l •�� 2 REVISION NUMBER DETAIL MARKER GRADE ELEVATON MARKER 1 I i— • PROJECT NORTH SITE RETMNING WALLS U BY OTHERS 1 �7 -__ W FF. GiN WALL ,I ' I �" \`- \� /� FWN�DATION TO Um fOUNOATION T`J E.,0,PAVING I {� ji" p `=�( wP Nw wwa2T I �" COUXNs O H i p v� U —j -----1— — = - _ -_-- =_--—_-__-______� -- _________-- b--=-_---- ——F ;I� _ — �� a , m I I i i i i F.O FRAME � ' � Lj _______ _______ -- _—_—_—_— i T p p i I i , � I I, b i e \ I i , 1 I , 00000.00 -_-_-_ i--_-_T -_-_ -_- A<' _-_-_- -_-_-_-_ _-_ _-_-_-_-_- _-_-_ i WALK-OUT HAI.1,CA HEATE / \ RR NcgA O ,Irvt. F.O FRAME _ _________ +_T_________ ____� \\ 009 , LE CMU FIREPLACE L--- ------------ ' _� _ -g. ' ,�'-}_ —_—_—_—_—_ I _ OI /i \\•\ ° / `\\\\:\ rW\ YI� >\p \ t STAIR HALL I 1Re8 002 ( I Z / to A3.2 ' - E IX16 O A, AI Al UP O uv I W I a " 7 it ------------- 00 . I. 005 _ _ -_ T a Ct 3006A At Al 002 WET BARSTORAGE ® \ i� x 5 ------------- 3 F.O FRAME _ ___ C2 r__ a \> R F.a FAME p p 2 _ - --� - PILASTERS o FOUN T OLIIMNSIO F.O FRAME •TYPO CU cl B REVILONS: LLA LLB C LLD LLE 1/1 f •J'�\'1- G G, % \• °� Al.l �� 3 %/* se r,eh -� 3 i"i,i 4 b LEGEND p• j"// � TYPE SYMBOL F / r �/y� 4 e, " �M NOKI°E ® BASEMENT l ��xlk � 1(` HEAT DETECTOR ® FLOOR Z of (60 r tj Pmo K., � PLAN S/nOKE DETECTOR AA EXTERIOR DOOP./WINDOW NUMBER EXTERIOR ELEVATION/BUROING SECTION MARKER 1 � �,� �r � S.S � vRocREss BASEMENT FLOOR PLAN SET 1 SCALE:,/<- - 1'-0' 101 INTERIOR DOOR NUMBER CL CENTERUNESYMBOL Wo2 INTERIOR ELEVATION MARKER 'LNG B FM-21 ROOM NAME/NUMBER - /// A2• 1 IQ REVISION NUMBER RADE ELEVATION DETAIL MARELEVATIONMARKER � I I r •- 1 / \ 1 \ I 1 /� 1 :• / y #4 Proposed ' Leach Pit for CD Dowh 9' ou s \\ roposed 1\ I p Bit rive. I __ _ o ew Path h Steps. / / / `% J' \ h� \ 20 F \ a 100 \ Proposed Patio 4 + 4yement 1, L.,\ 4 ,o.,P,e,, _ Pitched ® �L 1 ' lahted,La�v r I \. 1 J� (� .Efev. �4.3' i' \ �,L�1 \\` W ofo De [ \ 'I;4,12�� sf l #48 p Existing Building:. 45 FL, ' 1 1 � ' l j i` to be Removed 1 Pro�j�s L a Pi `l 2 OS\�\E�, i Sill=24.0' + ..� i 1 I I o W �p BUl1dl 99. .I PlantYn� — Se try stem _Froposed _ (b eofl ard) ' I Pro o - — — -Guest House 1'to `e rem ved i /!' I i p '2fx� ' .'Co vere. i r I 1 10 4i Cour�j hard ' AEI Vi 2?' 5� - —� �i Bit Drive i Rer'nuv i f, Jr !di A,' i Z.. IfiTN it I 1 r o \ \ ( l / IJPr p ed` eac �or rm l ai ' i \ v, n er' ion/ in" <S` 9riv a O i' 3 N fill r�S.Cour/ o orb TITLE: Proposed Improvements . PREPARED BY: PREPARED FOR: NOTES: Plan of Land 1.)The sLwcfurm show°.ere 1.e.led on Ore graulnd = p r`, by camenfl-w survey method,-or between m a t Englneering& C ap V S Ll I Y December 17 and December J0,2015. Sullivan �o���og,�G 2J X'esl Bey Rd,Sulle C Adrian P.&Mary L.Rryshlak 48 Main Street 2,The p ape ty mla mat/�,ba m he eon. � ,Xya�•ytir,�gy,�,N s Osl I,NA 02655 comp0,d from—u.ble record Inhrm°II°e.OS erd awe•..awm•�Khaae leas)IZo-lew/ao-3ossre. J.)Thl,plan Is not far recording—d I,not to be I Ide,npusnd/arp pc,e,. lmt-la)-t deed 0rfl: CIR Olo 40Banstable (USterville) ass GATE: SCALE: e, R9_6Jonuary 23, 2016 1 10' ReNw m m : /. C23 we.. ctR DWL XHK/KAR/RRL 101.1bg F- C239_691..I f MITIGATION CALCULATIONS 312712018: ZONE: LEGEND: 0-50' 50-100' RF-1 Proposed Hardscape Proposed Hardscape Pool & Patio 988 sf Pool & Patio 3,404 sf Area (min.) 87, 120 SF (RPOD) ' Driveway 912 sf BLD 2,284 sf �� � • � � � �• ��� � Light Post Coniferous Shrub Total 1,900 sf Driveway & Wall 3,40E sf Frontage (min) 20' ` ® Drain b \\ 0 Iron Pipe Existing Hardscape Sports Court 802 sf Width (min) 125 p�' .� C- El CB DH Cedar Tree Total 9,896 sf 6 0 Guy " �: � � ;�� �• Driveway 5,439 sf Setbacks: � Wood Deck 545 sf Existing Hardscape Fron t 30' \ � Utility Pole Driveway 2,494 sf -Cj V y Walls 41 s f Y , .�1� ,�_, 11 • . - j Decks 2 300 sf Side 15 1 5 rE 100' I DO O Misc Manhole '�� � ✓` Total 6,025 sf � \ A.36 1!1 �J � `� � HollyTree Rear 15 \ 66 Total 0-50 � t.aAdleit Walls 136 sf � \ N � \ � OHW- Overhead Wires • 1,900-6,025= -4,125sf Decrease t \ `� 0 0) - -•--25- - Elevation Contour Total 5,305 sf \ �' " Deciduous Tree \ ♦ - -__ -�� o p Mitigation Total Proposed 50-100' \ \ ' ` I �- - O \ L c� coa O .. , O z Syr � h -4,125sfx4= -16,500 sf Mitigation \ V � y 9,896-5,305= 4,591sf Increase \ \ ;a e� Mitigation \ \ �\ \\ �` _�/ ` \ Total Miti ation Required `� � 3 �� ��,�� 9 q 4,591sfr3= 13,773 sf Mitigation \ + \ •� Coniferous Tree ` k 13,773-16,500=2,727sf of Mitigation Credit u i No Mitigation Required \ #2 9 q \ \\ \ Tree to be Removed "; 7 $ t xP `" •,� \ , \ `� \ j \ SE3-1580 l� In 50' Buffer. 8,562sf Mitigation Proposed \ \ 1 \ "MNTAIN PIERS,FLOATS,GNGWYS,BOA THSE,Dock/Pier (o 7 Total } As per Approved Mitigation plan BUMPS RIVER" J Dated 31712017 Location Map Jy� ,;Y-_ FLOOD ZONE. F �< i 1 „=2,000±' Zone X & RIe12�a ao \ \ \ \ t �,o\ \�� \\ �� \`\ Zone AE (EL 13) otGr\��N� •� ~ - __ :' �`, i \ 1 1 I i (� •� i�/ PERC TEST: 14,953 Proposed 50x3O' Sports Court 8r% , \\ ' a ~ \\ �� \ PERFORMED BY:CHARLESROWLAND,EIT- SULLIVAN ENGINEERING Map # 25001 CO563J DESIGNDATA Made of pervious material or � �•►� \ sue % I 1 \ \1` 12do I fl y � \\\\\ ` -- -_ 1 - _ _____ SOIL EVALUATOR NO.13586 Jul 16 2014 Single runoff collected and run into \5. a - -\ . - ----- WITNESSED BY:DAVID STANTON,R.S.-TOWNOFBARNSTABLE 8 Y \ N / O #3 I FEBRUARY20,2016 ASSESSORS REF.: y stormwater leach pit � �<� 1 � ( i I / / � � � \ \ \ 11 ` \` SITE PASSED -7 Bedroom Per Room Count \ `� - ✓ \ l i \ Map 185, Parcel 004 Q 110GPD Elev. Proposed ' } 1 / ' l 1 / \\ \ P No Garbage Grinder Retaining Dail Flow=770 GPD \ 1' \ e ! f ,� T \\ \ Y walls \ , _ _ ) \ \ \ TEST HOLE- 1 1 1 Use a 2000 Gal Septic Tank o \ / 'f! ? t \ ? \� \ , EL.25.o TEST HOLE-2 EL.25.0 OVERLAY DISTRICT. \ Garage/Guest House �': ' ` ! / \ / / ✓' "� i * #4 ` Ap LAYER 1OYR 2/1 p FILL BLACK AP - Aquifer Protection District -3BedroomQlloGPD u, I1 ,'� 1 \� Proposeq / ! / ' \a' _ `� 1 \ \ 3° ,` \. `` " 3 PAVEMENT 24.7' 8" SANDYLOAM 24.3' No Garbage Grinder `"� ! } } Leach it foil // ,r 've / ' < f �wp�uts / / r 7� '� °a` °" r . \\ \� l Bw LAYER 10YR4/6Bw Daily Flow330GPD ! ; ,{ \\ \ \ \ �� \ DARK YELLOW(ISHBROWN DARK YELLOW(ISHBROWN p 1 / 1' //�-.. (0 . h X ! f S -..- "'- \\ \ _ --J _- 1 LOAMY SAND 24.2' IO 11 LOAMY SAND 23.0' Use 1500 Gallon Septic Tank ) t " f f / so o - '- .-_ \\ ` - -- -- -- - DIRECTIONS: Total -~ \ ` \ - _l 10' CLAYER IOYR 6/4 0 LIGHT YELLOWISHBROWN LIGHT YELLOWISH BROWN M.SAND SOME GRAVEL 1 -10Bedroom J / / l l R vised i r ; r o� - \ - \ \ \� \\`s� `� ' M.SANDY SOME GRAVEL 138 13.5 Directions: From Hyannis - Take Main Street t0 770+330=1100GPDRequired I / 4 t f o \ \ . \`4 _� the West End Rotaryand take a right onto / / �, ( %, iPayking rea,� \ P� a \ \ \ �\ \ \ \ , _- -_ 35" PERC TEST 22.1' N R R RE 9 / f / \j co m C \ \ SQ `. \ \\ \ \ el ? 25 GALLONS IN 8 MIN Scudder Avenue. Take a right onto Smith Street / � � t �o -'` '� \\ ` ?;l i 1 1 g LEA AREA / r\ o �- ?O 100 �-r \ \ \ �� 138 PERC RATE<21�lIIV/IN TAR=0.74 13.5 / / \;/ �p o I / j \ ~ \ i 1;` #5 Existing Drive �� 1 NO GROUNDWATER ENCOUNTERED and follow as it turns into Croigville Beach Road. 1100GPD/0.74(LTAR)=1486.5SFRequired % jr j / / ��� { ` _� - �. + , \\i '� , 1\ to be Removed Sidewall 1 { c. t , See Approved Follow to the end and at the stop light take a i ! / 1 f \ j N Elev. �'� �\ . �t ; i Landscape Plan 11 left onto South Main Street. Continue straight over 3.9+90.4+12.s+�+s+93.o=21o.oLF { - N ` g 210.0LFX2'=4.20.0SF Bench Mark 1j r/ I 1` 2 _ - • o `� 1\ \\� Bumps River Bridge and take the first driveway I - o � 11 - __ __ �_ p g y Bottom Area Nall Set m j I �S - O `\ l _____ _____ TEST HOLE-3 TEST HOLE-4 on the right. Continue straight on driveway to #49. 1187.7SF UilityPole I ,,et �' \ o \ - EL. EL.22.o' _ _ \ Pr osed o N Proposqd i 1 } Proposed Leach Pit ' \ FILL FILL at Elev. 30' J f mob" \ ? m 0 I8x50t }} t \-• <mq ( for Downs \ Total Provided i •2 Sty a O 1 } } .,E . ( pouts it \ .�-� � Pool w/ f �p ��, } Pool Drawdown Pit 1187.7+420.0=1607.7SF 1189.EGPD / / ?5._ b -.Building �' Infinity eC ' 1 } 1 �" } ( i \ 8" PAVEMENT 21.4' 8" PAVEMENT.�BASE 21.4' ( ) f ( - - P►op ed y Erg l �' } �1 j j ! #6 \ BwLAYER IOYR 4/6 Bw LAYER IOYR 4/6 <�FE 8.5 I j 1 t I Lot 11 \ I \ DARK YELLOWISHBROWN DARK YELLOWISHBROWN LEACHING CHAMBER DESIGN ��� Fnd - Garage - I I /1 Tel I [ 1 � \ 48„ LOAMYSAND 18.0' 46 LOAMYSAND 18.2' are -� - °b� } l o !� l 80 530±SF to BVW (as Flagged) 1 CLAM10YR6/4 CLAYER10YR6/4 All Pipes to be Schedule 40. Use -30 J" - l Pr �; /f i f©a ! 10-500 Gal.Leaching Chambers in a /� _.. - - ems - c �r j SP d' \ ` ' ' •-� I 4.85 Acres (211,266fSF) Total Lot Area � LIGHT YELLOWISH BROWN ,r LIGHTYELLOWISHBROWN --� ,I, 2 r ! ( 1 M.SANDY SOME GRAVEL 138' M.SAND SOME GRAVEL 115' 9 g-- _ 1 \, ` As Per TOB Assessors De t. r Double Washed Stone Field as Shown. __ } I ) ! t ' SEPTIC NO'I'1-'i'S � � <� Dt� p 9 - -- - ` � � / / ( # � p 48" PERC TEST 18.0' NO GROUNDWATER ENCOUNTERED 5 __ -- ' - �� \ ��1 I--- -- -- --- - 25 GALLONS IN8MIN 1.Location of Utilities Shown on Thus Plan Are Approx.At Least 72 Hours �■ s - i ( -.--- - I/ " `y;\ `I 138' PERC RATE<2MIlV/IN TAR=0.74 11.5' Prior to Any Excavation For Thus Project the Contractor Shall Make s \ ~� __ I } 'r 5\\ l - y\ } I - -_ _ v I' i ` I ' YfS NO GROUNDWATER ENCOUNTERED the Required Notifications to Dig Safe(1-888-344-7233)and contact r } p� Sullivan Engineering&Consulting Inc (508-428-3344). 12 Wide Easement - \ (J 9 f ��` ` 17 \ r 2. The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. -51 1 0,� 3 \ i' ��\�� \ � 1,3 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall c� \ ` s t3 s; l 1 B Constructed of Class 150 Pressure Pip;aad Shall be Wa-r Tested to �r \ \ ` \\ ti \\ ,� y \ Assure Watertightness. In General, Water Lines Shall be Constructed in �Z / 6 W - -- 1 \. i \\ 5 \ �,-,� ` �� \ `$ , F ' 1 t t I #$ Weflond Resource Line (BVW) _ �� Coordination With COMM Water,and Shall be in Accordance 5 3,g l• awl Sp a e `- ' . __- a 1 1 ,_``_ / � '1. 3 3 } \ yid t _ \ ;a �P { 1 l I 1 l �� As Flagged 30/DEC115 \\ 11 3'9' Indent to Keep 200o Gal. 12.8 With 248CMR 1.00-7.00&310 CAM 15.00. ^ / S A3' % \ - -_ _ out of Buffer H-20 Tank 4.A Minimum of 9"of Cover is Required for All Components. 9� '` \\ '�3'�7. _ `-` - . _.25 \ t \\ 5.All Structures Buried Three Feet or More or Subject o"" •? tt \ \ \, - _ _� `` •� \ \ \\ \ 90.4 to Vehicular Traffic to be H-20 Loading.It is the Engineer's o \\ \ ` \ e Pro \ - Recommendation that H-20 Always be Used. `v ' 1 PQoI 6.Install Watertight Risers and Covers to Within 6"of Finished Grade v \ 1 Over Septic Tank Inlet,U,and Outlet;D-Box,and Leaching Chamber or rim i \ I } ? (10) 500 G Ion cn tiers O p 1 \ 3� / ,� i Aroposad Lech\Plt\ \�I 4' of i" Crushed Stone Paved Drive Paved Drive \ i ry { + ` + 1 i I \ Nr Storm Writer\ to Grade ifstructure is located underpavement. A, Pro Garage Slab Elev. 27' F.G. EL. 2 7.0 % \ t� / t wry I t?. I terception 1 All covers are to be maximum 18"for concrete or24"Cast Iron. j�i� ,\ j 11 �( I '. Drive*\ay = 1 7.Septic System to be Installed in Accordance With 310 CAR 15.00& EL. 2s.25 t 248 CMR 1.00-7.00 Latest Revision and the Town ofBarnstable T \ / f r / I a #9 �V ' ' ' ' f s 1,_\ SAS Detial View Board of Health Regulations. EL. 25.29 j .-' - t r � / � � / i � �R�•_\ \ \ � ~` Isoo cal. SC 40PVC. Installer To EL. 25.09 Garage Septic Tank i / j f / la•Ix . \ \ 8.All Piping to be h 9.D-Box Shall Have a Minimum Inside Dimension of 12;and a Minimum Con firm Prior 1,500 Gallon EL. 25.84 \ \, / / \ �� H-20 Tank H-20 Required H-20 r �- i '' i 1 / / \ ! 4 1��=2�� To An Work \ 1 \ �1� #10 Sump of 6". y (See Note 5) D-Box "/ .� % \� 10.Septic Tank Shall be a H-20 2,000 Gallon for the main house and H--20 �' vent 1,500 Gallons for the Gara a/Guest House. ' r ' l i �j / t \ \" g a To Be Installed On r r_ - / r f ( \' \ r• 2 E 11. The Separation Distance Between the Septic Tank Inlets and eta le ompacte ase -- / \ / / x Pnan t 6 Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend __ - / / / ( \, _\\\ a .4\\ 10.4 a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" DEVELOPED PROFILE OF - / / r r %t� j/ / r 1/ I r \1 t _ ``��' f� 0. 3' / 3 for the 1500 and 21"for the 2000 Gallon Tank,Below the Flow Line, / p �\ i \f l I / I N l �_� ~ ` i Ls " �� V, \\ and Shall be Equipped With a Gas Baffle. GARAGE SEPTIC TANK - 5 is , l' / t _\ `=�-, t f`( NOT TO SCALE / � �� �V `�<� � 7 � ---',=�_�~•-_,�o-• -. ~ Shed •�. \ C\i * During Construction Bench Mork May be n Filter / �� '"✓�- - _ ,� "' -� LOT CALCULATIONS: Disturbed. Contact Engineer or Surveyor to 4" PVC Vent With Carbon Flte /. �� \ \ Upland Lot Area = 80 530 SF Final Location to be Determined at � w`•- / \ -- �• � ` coordinate setting of Bench Mark prior to -- construction if the existing house is demolished Time of Installation so as to be as 0 (\� z � - - �- awn / \ p Inconspicuous as Possible \ -+ ( ----25 N/F nZ pl \ ' Pro FF El 28.5t F.G. EL. 27.0 - Final Elevation to be \ - 0_ - John R256 \ Lot Coverage: Dwelling = 3,407 SF coordinated with See Note 6 (typ.) Min \ -.a t - 15 7, Garage = 1,288 SF landscape plan F.G • - _ _ Pools - 1, 142 SF 3.75' Complies ` " \ CAD Porches = 741 SF ��H of th Flow Equilizers 1 Breakout \its - 6,578 // EL. 25.50 As Required t�,���F !Z� Total - 6,5 78 SF (8.2�) 80 'LAN T• Installer To Main House EL. 24.64 FEMA Zone Lines •4�,4,� IVf ' Confirm Prior Septic Tank EL. 24.39 T� EL. 24.67 As Shown on FIRM ok To Any Work 2000 Gallon 4.29 H-20 #25001 C0563J H-20 Required D-Box EL. 24.13 \_� \ o,�f FGISTER �e4� (See Note 5) 23.67 H-20 ..,a`� SS/OtVALE�G Leaching v ` To Be Installed On Chamber n, stab e ompacte Base Bot. EL. 21.67 Bedding,"T"s, '13-`" Add Sorts Court & Wall Elevation per Con Corn Request 10 17 2018 f Inspection Port, If Encountered Remove & Replace \ eekP P q & Baffels All Unsuitable Soils Within 5' of o - Water a# Add Sports Court, Revise Parking Area & As-Built Wall 101212018 as Per Title 5 The Outer Perimeter of The System bt`c �oe� Revise Pool & Patio, Update Conservation & lot Calculations 312712018 EL. 11.5 ; lP� p�`d Incorporate Conservation Comments 112412018 No Groundwater Per Test Hole t ` Change Proposed Redevelopment 11412018 DEVELOPED PROFILE OF SYSTEM a' Add Lot Coverage 611512017 Finish Grade Revision: Add Septic Details, Changes per Health Dept & Turn off Trees 416 2017 3• Max. ��=� � ��r ,� =! _1 -•�-°;!= I� � � NOT TO SCALE Notes: PREPARED FOR: PREPARED BY. Title: 9" Min r Compacted Fill Filter Fabric And/or 2., - IPBaStone a e uV Pro osed Im rovements Plan of Land at H-20 3/4- _ 1 1/2- 1.) The structures shown were located on the ground Adrian P. & Mary L. Pryshlak Engineering & p p 2' LEACHING Double washed by conventional survey methods on or between Stone u livan • 23 West Bay Rd, Suite G 48 Main Street `0 CHAMBER December 17 and December 30, 2015. Consuiting, Inc. Osterville MA 02655 4' - 10 -I 2.) The property information shown hereon was 508 420-3994 420-3995fax �� ' I2' - lo" compiled from available record information. (508)428.3344 P.O. Box 659 7 Parker Road,Osterville, MA 02655 ( > � Barnstable (Osterville) Mass r 3.) This plan is not for recording and is not seei@sullivanengin.Com • www.sullivanengin.com CROSS SECTION OF CHAMBER to be used for construction layout or deed tv description purposes. 30 0 15 30 60 120 Draft: CTR Field: WHKIKAR Review: RRL NOT TO SCALE 16 s Review: JOD Comp.: RRL Job C239_6 Date: Scale: Calc: CTR Draft: WHK/KAR/RRL Drawing #: C239-6gl ex1 January 23, 2017 1 ��=30�