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HomeMy WebLinkAbout0217 SEAPUIT RIVER ROAD - Health 217 Seapuit River Road Osterville A= 070-016 w. TOWN OF BARNSTABLE 'J LOCATION J41l.� c �l r���Z SEWAGE# =)4 13- VILLAGE JZ.L)&Lk:L7 ASSESSOR'S MAP&//PA��RC""EL INSTALLER'S NAME&PHONE NO. tz��i 1 SEPTIC TANK CAPACITY New6 LEACHING FACILITY:(type) (size) —74=,"mil-•Z3�t 4! NO.OF BEDROOMS OWNER Js PERMIT DATE: 10-1 6- L3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Al Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 `� Feet FURNISHED BY I J �Ny 1 1" opal` a& • � _1 N r o `C � c -I } _ No. o + � r a Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pphtation for Disposal �&pstpm Construction Vrrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Z 17 519j^,-4 1?4-41' RC Owner's Name,Address,and Tel.No. de+'v-r Ra+eLC Assessor's Map/Parcel Installer's Name Address,and Tel.No. -T.7 1 Designer's Name,Address,and Tel.No. fj a h..���1 a1AJ M Type of Building: Dwelling No.of Bedrooms Lot Size $�8 Z sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 980 G P D gpd Design flow provided p 7 y�l gpd Plan Date Number of sheets / Revision Date Title ���� L� C // Size of Septic Tank 20B0 G- 11a g S Type of S.A.9L 5a� 54", ,i,c C4aeders Description of Soil T2S•-t //-04 -:04- 4- .rz Lame/ /e rR k rows rS 4. ee— /32- Cc Ja rr&( C Laecr Very 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 Environment ode d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. 197 J `- Date / Y Application Approved by DateIt U 6 Application Disapproved by Date for the following reasons Permit No. / 3 — 46 V Date Issued u b -- _�-- -�-�� —— - - - --- - - No. L'J � `r, ,. � � �:t � Fee�- THE'COMMONWEAL'''TH OF MASSACHUSETTS Entered incomputerr PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplication for Misposai 6p"stem Construction Permit r. !fi r- Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. y 17 Sm0°v,''O R,i�°rr 4/ Owner's Name,Address,and Tel.No. 'v .r Ra+LLC cV5,4.&/v"Ile f+A /(4 FXq g04P J RAC .1v,4-e- Assessor'sMap/Parcel 6 D/ &'es4forove,� .-A aiSaI 3^0" Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. f3 a�'o ub v11 c4N �?I t-?'1 ! S v/l,'PQn :GDJ�J3 "1 /\A AM " 00 cox 679 Os• ert-.-/P MA Type of Building: 4 Dwelling No.of Bedrooms Lot Size g 2 sq.8. Garbage Grinder( ) e Other Type of Building No.of Persons Showers( ) Cafeteria`(,;, ) Other Fixtures Design Flow(min.required) 980 G f D gpd Design flow provided $ Y y� G p D gpd Plan Date Number of sheets Revision Date Title P 040Sro/ T/apjpyes+re,.,45. / Size of Septic Tank 700a 6G/&.•n 5 Type of S.A.0-2�&ll H LFFi 4;,, c4ecr S i f Description of Soil 7Ptt /71O04 � ! r7-e%Z r- i',, S 4n�/ y S ( Zu`!f/- 10Yr? 61f- 6rO(""%54 Ke//0tir C4- !3Z` *c%'r✓.•, f6 Goorfc fr-n . C Etii el,' 1/e(,' OCI-R Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 1 -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-Cod�d not to place the system in operation until a Certificate of Compliance has been issued by this Board-of Health. SignedDate �/ y Application Approved by Date - Application Disapproved by Date for the following reasons t w Permit No. 7 v - Ur7 y Date Issued u r'% --------------------------------- ---------------------- - ----- ------------------------------------------------------ TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance '+ THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( +< Repaired( ) Upgraded( ) Abandoned( )by [ Q/ -" ('.t,•IQ 9'17W L;n(jQ at 21 7 S.�S/�u,'-f A'yc-r ev-&I has been constructed in accordance with the provisions of Titld-5 and the for Disposal System Construction Permit No. 3- U7 dated /0&/13 Installer Designer 5L-A'Y44, E7,*y #bedrooms Approved design flow 9$'Y. �/`7 gpd The issuance of this permit shadll/nnoot b�const ed as a guarantee that the system 'will `\n desigue, . Date -^-;/ Inspector !w ----------------------- (,--------- ---------------------------------------------------------------------------------------------------- No. D — 7 / Fee �o THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal bpstem Construction Permit Permission is hereby granted to Construct(X) Repair( ) Upgrade( ) Abandon( ) System located at Z/7 0 S74o r,,,A- -(A b V' and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constrfucti n must be completed within three years of the date of this permit Date / / Approved by JRN-16-2014 09:39 From:88RTDLOTTI CONST 5084289399 To:15087906304 P.1/1x Town,of Barnstable Regulatory Services ..,� Thomas F.per,Director PubUc He" Division Thomas Melcean,Director zoo mWn Sftwe,$yannls,MA 0201 Ofdao�508.84Z�fi�14 Fax:309-79"3N hutaller&Deaigner Certification Form Date: SewaSe Perm1W 20�3-VQy or's MAplPtrce "ol(Q � _��"1W""*`'« �+y�r.� >AstaBtr: ��dr•�b�a�: �a�i5l, Addnu: Z 0*r ' Ra� Address: fix ZyY ,�+' A!is &A — j-fWW 0"A oz p&G'O Qa 0 --A„riplWl-- 6 a wm issued a pmm9t to WAall a (tee) Cam) sepde system at 2t °. ! _bored on a design drawn by Sullen_ o w,: , dated q / V) Y cert�that the septic gMem mfwanced above wu mst0Md wb9autially according to the design,whkh may brluda muwr apprMved dwea auh as Wa-d relocation of the dimIndon box and/or Wfic teak H Z.0 9 r 3 Lr I eerdfy that the septic aysuxn referenced ebova Was kWta}lad with major changes (i.agrmw than 1, ' lateral relocation of the SAS or any vertical relocation of any camps t emn)but in accordance with State&Local as, an revision or Certified a$built by da uCr to follow_ =, (IA$talldr'9►�lgnature) s 0 UPA e Ri CIVIL rn Nat 481 rP IDesi aes (Affix Dedgm 's Stamp Has) .a.� B°' Y�tBi.Ir:g�wi•'LS.D ILL CMTMCATI OT Ca LJANCZ WILL NOT 8g USURD U!'a M BOTH TM POEM AND AS-HUMT CARD ADs =AMMID BY'!M BAMTANU PUNUC MAX TH DWOON.THANK Y011L Q:HeatHiMg6df)eeil w Cw ifiC Um Fcwm 3.26-04.dm T6 39Vd ONI JN3 NVAI'l-rS 90M PIOi'/ VTO I No. Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. AO& 7604," Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /p 13 !75¢ Ke,6cteL_ SA I i- Installer's Name,Address and Tel.No. Designer's Name,Address,and Tel.No. L n'Awk-i YIL'aS�� - g� h AkK =FWC -5V Ty a of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �{l��S2_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 7.a gpd Design.flow provided f"- � gpd Plan .Date Number of sheets Revision Date Title nn ,` Size of Septic Tank ,, )C700 bfw Type of S.A.S. p�� ACY( i�O k-61/�t Description of Soil Nature of Repairs or Alterations(Answer when applicable) O tme, 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 toplace the system in operation until a Certificate of Compliance has been issued by this Board of Health. ; l Signed Date L Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 03' 6 Date Issued /-13—/_3 SIN� , _ • a,. L- c� No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes _ . y ftphtation for Misposal *pstrm Construction Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components- " � Location Address or Lot No. O(p 374,2_` oo," `'-'\ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 6 �3 �S+ V► d'?CeL Sh I `<I .� Installer's Name,Address and Tel.No. Designer's Name,Address,and Tel.No. x Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building -H O�S e-- No.of Persons Showers( ) Cafeteria( ) :.. Other Fixtures ! �.7 i -_ Design-Flow:(min.-required) ,_:7-7F7T -_ gpd: ;Designflow.provided___• _ - - �.<_gpd Plan Date. Number of sheets Revision Date Title. °. E F Size of Septic Tank 1 ODD +YhN t Type of S.A.S. 1�0 {Jl cil Fri Description of Soil ` I Nature of Repairs or Alterations(Answer when applicable) /�q orl2 � CJ © � /b i7 Date last inspected: - - i Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date . .Application Approved by � Date /�� /3- .� Application Disapproved by Date for the following reasons ' Permit No. 2 D 3 Date Issued —1 3—/ ---------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS j BARNSTABLE,MASSACHUSETTS `I Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(I Upgraded( ) Abandoned( )by7 I /G at 1� Si t7y1 V� has been constructed in accordance with ee cwfs o o ' le'S d t sal System Construction Permit No.o�Vl J' y�6 dated l I J - , D (� Installer �� '` j � " Designer ►ZA S d #bedrooms Approved design flow 7 tY A gpd The issuance of this pe it s 1 not be construed as a guarantee that the system wil/ J �tio as¢I esignedd. /'� Date / Inspector J / !.17& �„0 / 1 - V - // Y✓f t v �� No. L�o f 3 "��'"1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Bisposal *pste �C'nstruttion i9ertait a Permission is hereby granted to Cons c ( ) Repair( U ade( ) Abandon( ) System located at 0 and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction must be completed within three years of the date of this permit Date ( � n �?j Approved by 11/22/2013 09:21 5084775313 ENGINEERING WORKS PAGE 01 Town of Barinstable ,. ' Regulatory Services Richard V. Scali,Interim Director Public Health Division Thomas McKean,Director 200 Main Street,$yannis,MA 02601 Office: 508-962-4644 Fax: 508-790-6304 Installer& Designer Certifleatio_n Form 11i2_1�3 Date: p Sewage Permit# �' Assessor's 1ySaplParcel Designer: 1(ustalier: 9=4j rA!, `+F --- Address: 1 — t (c Address: jO �1zzr �r- �a-c-. � A- 0 2 on ��� ��� 1 ` r1etj �S was issued a permit to install a (date) (installer) septic system at ' 6 �'t'` j-6o" �q . 05 11fVUL� based on a design drawn by aI c4esTic �,r•ke (address) ' \ n-mot`, n Ci WWGa C� dated i o 7.1 l 3 7 c*%-5 (desig-ner) I certify that the septic system referenced above was installed,substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Snip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in aecordauce with State & Local Regulations. Plan revision oz certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. p(` I certify that the system referenced above was constru with the terms of ItA appro letters (if applicable) PE 1 T. McENTEE CIVIL Mo.36109 4 (Ins er's Signature) ��.$T a�UNAL (Designer's Signature) ( Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION, CEKTIFICATE OF COMPLIANCE Wn L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE ISARNS'PABLE PUBLIC HEALTI A><VISION. ''HANK YOU. _ Q:fie tir Designer Certification Form Rev 8-14.13.doc Town of Barnstable �•�+E Regulatory Services Richard V. Scali,Interim Director 1 &ARN rnaLK 3 Public Health Division MASS 39. Thomas McKean,Director . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems Property Address: ZO 5+-V�r6" L"— ( ' Assessor's Map\Parcel: 4(O -5 3 Property Owners Name: M cA4-C( Sef/ c v�ti In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N\A I have been provided a copy of the Title 5 IIA technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) L../I have been provided with the Owner's Manual %,o(-I have been provided with the Operation and Maintenance Manual For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval V'For Systems installed under a Remedial Use Approval,I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR i 5.287(5) 2� If the design does not provide for the use of garbage grinders,the restriction is understood and accepted Whether or not covered by a warranty, I understand the requirement to repair,replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as definec(m 310 CMR 15.303 I fA e(t�g.¢: d UA v'`ew*-. agree to comply with all terms and conditions above. Property Owners printed name 166 43 Property Owners Signature Da e Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and Q:\Septic\IA homeowr7certification,Am Ttir< Town of Barnstable .`J P 1t Department of Regulatory Services ; "s . � .�: . �+ R& MaT"L r Publ><c Health D><v><s><on Date, " .. . MA93::, p. .. A. t��q:,��C 200 Mai6 Street Hyannis MA 02601 ,t, ,.�-..j/'.. TEG Mid A , �, r f t a , � ". ft /D® .D Date Scheduled . �f s x . �: F� .'� Tltne Fee Pd. C9 r. ,/. - 3 .,r . o ►5orl Suatabrhty Assessment for Se e"Dispos l 1��" } i Performed By o2 L{I . ✓ . n� i �C. :. L�""� n :Witnessed fly �i .. LOCATION.& GENERAL 1NT'ORMATION Location Address Owner s Name ,` : Z t'? .l eg p1.,t .R.v e r R l2 ve:/ `Ra E GL e Su :�3 O f E e/r. /! Address .� 1/- F/CQ h-kt 13 2Q M:.f,. We�lbQfv ,Yh )9, 01. Assessor's Map/Petrel Rngineer's Name : ,&- ,l.;q� q C'n r/ieer,n' s o?of'otG .. , NEW CONSTRUCTI/ON RBPAIR.: Telephone# _06 yZ8-33`�' d�PS:c�.e / 0 S. rt Land Use_ 5i`R[ 0�1 Slopes(%) Surface Stones f+ Distances from: Open Water Body T ( R Poss►ble Wet Area �9 tt Drinking Water Well '`� ft �>!. _. ge Way ft .Property Line ft Other ft . SI�ET CH. Sheet n .ame dimension f lot'e a loe 's o x ct aeons o e f t st holes& err( p tests,locate wetlands(n proximity,to holes) n i . F . .. _._ H . EAPUff r"""I_Rt? 3 .. t .. - .. - 3 . . . .. ...4 . . , -. . M1 I .. - i F. J n:b > 4 �J+f.. n,M" TQ ,m,.3e .4 9 9 878018 '1 "'i. ' .r ' ' r I n... 1 ' 4 t 3. . _ s S .:w . , - � 3 a * r i - 4. y Y. n- _ - • .. ... se 'U �t ' IV._r `r Q�l-�cs"l.. 00 Parent material(geologic) Depth tp Bedioci� Depth to Groundwater Standing Water I, Hole,' .Vb ft e ' Weeping from Pit Faoe r ., . Estimated Seasonal High Oroundwafer - DETEItMI1eTATION FOR SEASONAL HIGH WA,TEH TABU , Method Used y. Depth Observed standing in obs,hole lu Depth to soil mottles ltt Depth to weeping from side of obs.hole ' • hi droitndwater AdJUsttnent f[ . Index.Well# Reading Date: in .Well leVo1._ e,:.. AdJ,fhctbr. .m Adf f)routidwater l.Avel '-- . II _ PERCOLATION it s ` �nett: "."if . Observation „ !` ! I i Nole# 1 .. Tune at 9 , Depth.of Perc Lct ee^ 6a Time.. 6 . Start Pre-soak Time @ - -" - """°' ,h L T...: $nd Pre-soak- I®:2'� �� ,�� 2/vi,n 1w S�M�%1✓ iA Rate Min.11nch , - f: Site Suitability Assessment* Site Passed x Site Falled Additional Testing Needed(Y/N) I l Original: Public health Division Observation Hole Data To Ba.Completed on Back . - ------ . . 3 *If percolation testis to be conducted witl>iu 100' of vretland,you must firsElnotify the Barnstable Conservation Division at least one(1) week prior to ueginning Q:\S BPTIWP,RCFORM.DOC ' DE IJF OBSERVATION HOLE LOG, Hole# ( . Dcplit from 56i1 Horizon Soil Texture Sdil Color Soil Surface(in.) Otter (USDA) (Munsell) Mottling (Stndcture;Stones;Boulders. onslitencv 96 driven eS" A el C. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Honzoo, Soil Texture Soil Color 5011 Other Surface(in.) (USDA). (Munsell) Mottling (Structure;Stones,Boulders.'. . A on�s en 30 .ray tY t L/ DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil horizon Soil Texture Soli Color So11 Otlier Surface(in.) (USDA) (Monsbll) Mottling (Swctu.6,Stones,Boulders. ., C i to _e fo , io re /y Cer� DEEP OBSI RVATION , , + HOLE LOG. . " Hole#_�.: • Depth from Soil Horizon Soil Texture Soil C61or Soil Other Surface in:)( � (USDA).` (Munsell) .: Mottling (Structure;Stones;Boulders. . o ..te. . I�fravell 73 �P-l32 C M•-CorrcSe CaiQ �� Flood Ialsuran6 Rate Man: ~ Above 500 year flood boundary No Yes - Within 500 year boundary No�+ Yes _ Within 100 year flood boundary No. Death of Naturally Occurring Pervious Materlal Does at least four feet of naturally occurring pervious mtrterial exist:in all areas observed throughout the area proposed for the Soil ab'sorplionsystem7 If not,what is the depth of naturally occurring pervious mate�rial'�. Certi�icatiou .. I certify that on r[ z�'Z (date)I have passed the soil evaluator examination approved by the Departluent of Environmentai Protection and that the,above analysis was performed by me consistetit.with f. the required train' expertise a' experience described in10 CMR 15,.017: Signature Date//r'/� .!3 Q: P-TIC\P'ERCPORM.DOC i Fn ... COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION, TITLE.5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM • PART A CERTIFICATION Property Address: 217 SeapWl River Road Osterville.MA 62655 Owner's Name: William Koch. Owner's Address: Date of Inspection: December 22, 2012 1 Name of Inspector: (Please Print) James M. Ford Company Name: James M.Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: . (508) 862-9400 i CERTIFICATION STATEMENT I ceftify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as ofthe,time of.the,inspection. The inspection was performed based on my training and experience in the proper functio t 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 - e ds Further Evaluation by.the Local Approving Authority ai Inspector's Signature: Date: December-26-2012 4 The system inspector shall sub i a copy of thip inspection report to the Approving Authority(Board of Health or . DEP)within 30 days of comple ' g this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments REVISED from a conditional passes ****This report only describes conditions at the time of inspection and under the conditions.of use at that time. This inspection does not address hove the system will perform in the future under the same or different conditions of use. Title 5 Inspection Fonn 6/15/2000 page I V Page 2 of 11 ' OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Seapuit River Road Osterville,MA Owner: William Koch Date of Inspection: December 22, 2012 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: y ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,'as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or:exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,'not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years,old is available. . ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or' obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed - ND explain: 2 s , Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Seayuit River Road _ Osterville.MA Owner: William Koch Date of Inspection: December 22.'2012 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 ofHealth 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 i 2. System will fail unless the Board,of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DE P certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 i u Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Seapuit River Road Osterville,MA Owner: William Koch Date of Inspection: December 22, 2012 D. System Failure Criteria applicable to all systems: You must indicate either"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%z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what Will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is.within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well 3 If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 217 Seanuit River Road Osterville.MA Owner: William Koch Date of Inspection: December 22:;2012. 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 dwellirig.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 constrnction,;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: Yes No ✓ _ 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(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 217 Seapuit River Road Osterville.MA ' Owner: William Koch' Date of Inspection: December 22,`2612 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 2 Does residence have a garbage grinder(yes or no): N/a Is laundry on a separate sewage system(yes'lor no): N/a [if yes separate inspection required] Laundry system inspected(yes or no): no Seasonal use(yes or no): no Water meter readings,if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): ''` `gpd Basis of design flow(seats/persons/sq/ft etc!): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): Tank#I was pumped If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: Maintenance TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation 712198 per as-built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION-FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road Osterville.MA Owner: William Koch'! Date of Inspection: December 22 1 2012 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (2) (locate on site plan) Depth below grade: #14' #2-14" Material of construction: ✓ concrete metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions determined: Measuring stick. Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). Tank#2 The tees were Present. The li uid level was even with the outlet invert. There did not appear to be anV si ns o leaka e. Tank# 1 risers were installed on both inlet and outlet covers. The tank was Punived for maintenance. The tank is under granite steps 4'down. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): „ Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 4 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road Osterville•MA Owner: William Koch Date of Inspection: December 22.:2012 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons , Design Flow: gallons/day,, Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓Q (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was normal. A riser was installed on#1 D-Box PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber;condition of pumps and appurtenances,etc.): 8 Page 9 of 11 i OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road Osterville.AM Owner: William Koch Date of Inspection: December 22, 2012 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: 6 ✓ leaching chambers,number: _ 13 cultecs with stone. 95'long Per as-built 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.): There did not appear to be any signs of failure Used a camera for the inspection CESSPOOLS: None (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 or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): '' 9 I Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seanuit River Road Osterville,MA Owner: William Koch Date of Inspection: December 22, 2012 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 13A(A- L i3'0 k ay Q9 E 9 � ` �k a 30 16 I CuIT�c.�S O 10 Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road _ Osterville.MA Owner: William Koch Date of Inspection: December 22, 2012 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 20+1 feet Please indicate (check) all methods used to determine the high ground water elevation:. Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain:, You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps the maps were showing approximately 20 +/-to ground water at this site. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will f uiction properly in the fieture. There have been no warranties or guarantees,either expressed., written or implied, relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. 11 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION 1 TITLE. 5 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFAC E SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 217 Seanuit River Road Osterville.MA 02655 Owner's Name: William Koch Owner's Address: . Date of Inspection: December 22, 2012 Name of Inspector: (Please Print) James M.Ford. Company Name: JamesM. Ford Mailing Address: P.O.Box 49 Osterville.MA 02655-6049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000): The system: Passes o ✓ Conditionally Passes Needs Further Evaluation by the Local Approving Au t kity Fails t Inspector's Signature: Date: December 2.6, 2012 : ti. The system inspector shall su it a4pyhis inspection report to the Approving Authority(Boardof Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,O-R gpd or greater, the inspector and the system:owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments Tank#1 and D-box needs to be made accessible for inspection,pumping and or maintenance Theyare under approximately 5'of dirt, boulders,granite steps.Measurements from as-built Don't work because of addition to the house.. , ****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. f Title 5 Inspection Fonn 6/15/2000 page 1 f 1 Page 2 of 11 .r OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Seanuit River Road - Owner: Mel Owner: William Koch Date of Inspection: December 22 2012 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the.failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: ✓ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health` *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years,old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed, distribution box is leveled or replaced ND explain: 9 The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is remove d ND explain: 2 r - Page 3 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Seaguit River Road Osterville MA Owner: William Koch Date of Inspection: December 22, 2012 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 CNVIR 15.303 (1)(b) that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a.surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the-well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. . 3. Other: 3 . . Page 4 of 11 OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 217 Sea uii River Road Osterville M.4 Owner: William Koch Date of Inspection: December 22 2012 D. System Failure Criteria applicable to all systems: You must indicate either"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%z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or pri vy 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system.must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply.to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a.nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. . 4 r Page 5 of 11 a OFFICIAL INSPECTION`FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 217 Sea uit River Road Osterville.MA Owner: William Koch Date of Inspection: December 22 2012 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 foi 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: Yes No ✓ 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(3)(b)]. 5 Page 6 of 11 " OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 217 Seanuit River Road Osterville MA. Owner: William Koch Date of Inspection: December 22 2012 RESIDENTIAL FLOW CONDITIONS Number of bedrooms(design): S Number of bedrooms(actual): S DESIGN flow based on 310 CMR 15,203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 2 Does residence have a garbage grinder(yes or no): N/a Is laundry on a separate sewage system(yes or no): N/a [if yes separate inspection required] Laundry system inspected(yes or no): no Seasonal use(yes or no): no Water meter readings,if available(last 2 yoars usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Currently COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): Qpd Basis of design flow(seats/persons/sq/ft etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records , Source of information: Unavailable Was system pumped as part of the inspection(yes or no): If yes,volume pumped: Qallons;How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology.;,Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of.the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Date of installation 712198 Per as-built card Were sewage odors detected when arriving at the site(yes or no): No 6 i Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 11 PART C SYSTEM INFORMATION (continued) Property Address: 217 Seanuit River Road Osterville MA Owner: William Koch Date of Inspection: December 22 2012 BUILDING SEWER(locate on site plan), Depth below grade: Materials of construction: _cast iron _40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 14" Material of construction: ✓ concrete ' metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or nO): (attach a copy of certificate) } Dimensions: 1500 gal. Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 101, How were dimensions determined: Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.). Tank#2 The tees were Present. The li uid level was even with the outlet invert. There did not appear to be any si ns o leaka e. Note could not locate tank#1 or the D-Box. Under a roximately 5of dirt See Paw 1 for comments. GREASE TRAP: None (locate on site plan). Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: # Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,'etc.): 7 V Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _217 Seanuit River Road Osterville MA Owner: William Koch Date of Inspection: December 22. 2012 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: allons Design Flow: allons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): The D-box was normal. PUMP CHAMBER: None (locate on site plan) Pumps in working order,(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road Osterville MA . Owner: William Koch Date of Inspection: December 22' 2012 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: t Type leaching pits,number: ✓ leaching chambers,number: 13-cultecs with stone. 95'lon -Per as-built 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.): There did not appear to be any sirens of failure. Used a camera for the inspection. CESSPOOLS: None (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 or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): , t PRIVY: None (locate on site plan) Materials of construction: , Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Sea uit River Road Osterville MA Owner: William Koch Date of Inspection: December 22 2012 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. F BA(� ay A9 k TA.,k a 0 �CuIrtc,s i 10 i Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 217 Seapuit River Road Osterville MA Owner: William Koch Date of Inspection: December 22 2012 SITE EXAM Slope Surface water Check cellar , Shallow wells Estimated depth to ground water 20+/- feet Please indicate (check) all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health=explain:_ Topographic and water contours maps Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable to o ra hic and water contours ma s the maps were showin YpRi:oximalely 20+/-to ground water at this site. This report has been prepared only for'the septic system and components described herein. This septic system has been inspected and conditional passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees,either expressed, written or implied., relating to the septic system, the inspection, this report and/or any components of the septic system which have not ` been located and inspected. 11 I— .� TOWN OF BARNSTABLE ",LOCATION P n �' , ei °VILLAGE 6)51- r✓i 1 Vo ASSESSOR'S MAP&PARCEL IN NAME&PHONE NO• t Z r+C.IL ����,V1r�i SEPTIC TANK CAPACITY 5 ZsC� LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER UJ r PERMIT DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If an wetlands exist within 300 feet of leaching facility) � Feet FURNISHED BY / ! f Ff'f'f'!'f y?1r''1~+ ! F f f ! F r ? Itf'J f'f'f~'rt! f '? ! r'f+F r 1 1f r !L!~'r M1;'✓} y. L y\+4 \ ♦ \ 4 k \.\ 4 \ L 4 4-4.\ 4 4 4 \ \ \ \ \ ♦ \ 4 4 4 4 4 \ 4 \ y. 4•..4--�•. +'�.�:r4'\ f J f f , r f f ! f f r J J � f / , r f , I f J f ? F f ! ! !f '�.��.•'�:� !•f- \ L h 4 ♦ L \ L \ \ \ \•♦ \ \ \ L=\ 4-4 \ \ \ \ L ♦ L L L L 4 \ L 4 \ • 4 \ L \ L \ \ 1 4 \ \ \ 4 \ \ L \ 4 \ \ 4 L L \ \ \ 4 \ \ \ 4 k 4 4 4{♦ \ \ \ 4 L \ 4 L ♦ L \ \ \ \ ♦ L L \ L \ 1'♦ 4 \ L \ k L \ \ k \ L h L 4 4 L \ \ L. L \ \ \ :�-L L \ f / f f f i f f f f f f J f f f fy'f 4'f\r4f\rL/4F LI4f4r Rear of House h 1 \ \ \ \ \ h 4 \ 4 \ ♦ L h . \ \ L h 4 L \ \ \ 4 L 4 \ ♦ \ L ♦ ♦ \ \ 4 ♦ ♦ ♦4 \ 4 \ \ 4 4 \ ♦ L 4 ♦ \ ♦ 4 \ ♦ \ \ 4 \ L ♦I 4' ! ' L / 1ffF / J / f ! f I 24. 2 4. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface-Sewage Disposal.System Form - Not for Voluntary Assessments wM 217 Seapuit River Road — Property Address Wrightson Owner Owner's Name information is MA 02655.,, March 10, 2011 required for Osterville- eve pa e. City/Town State Zip Code _ Date of Inspection ry 9 : 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: A. General Information When filling out , I forms on the computer,use 1. Inspector: - only the tab ke to move your Patrick M. O'Connell cursor-do not Name of Inspector key the return Septic Inspection Services Co. Y I Company Name reb 189 Cammett Road Company Address Marstons Mills MA 02648 rem City/Town State Zip.Code 508.428.1779 - - SI 12855 Telephone Number License Number _ B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,.accurate and.complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site �- sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further luatio�l ,y the 'coca!?.pprovin.,g Authority March 10, 2011 Job# 11-28 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. Title 5 Official Inspection Form-Subsurface Sewage Dispo I System-Page I of 17 t5ins•09108 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 217 Seapuit River Road Property Address j Wrightson — Owner Owner's Name information is required for Osteryille MA 02655 March 10, 2011 - every page. City(rown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR.15.303 or in 310 CM 15.304 exist.Any,fai4efre criteria not evaluated are indicated below. Comments: Tank was pumped following inspection leaching system showed no signs of saturation or surcharge._ B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old*or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existir:.g 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road Property Address Wrightson Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for every page. City/Town State . Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in.the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will 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 L15ins, /08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road — Property Address Wrightson — Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for — Date of Inspection every page. City/Town State Zip Code — B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No El ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool El ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than day flow 15ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 Commonwealth of Massachusetts- i Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I 217 Seapuit River Road — Property Address . Wrightson — Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for — every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well., ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply S ❑ ❑ 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•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 I Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road Property Address Wrightson Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for - every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? Have large volumes of water been introduced to the system recently or as part of ❑ ® this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Was the facility owner(and occupants if different from owner) provided with ® El 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): 5 Number of bedrooms (actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 t5ins•09/08 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 217 Seapuit River Road Property Address Wrightson Owner Owner's Name information is required for Osterville MA .02655 March 10, 2011 every page. CitylTown State Zip Code Date of Inspection D. System Information Description: 0 Number of current residents: Does residence have a garbage grinder? ® Yes ❑ No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? A ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available last 2 ears usage d N/A Irrigation 9 ( Y 9 (gP )) system. Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: 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•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 r S Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road _ Property Address Wrightson Owner Owner's Name information is required for Osterville MA 02655 March 10, 2011 - every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: 4 Date Other(describe below): General Information Pumping Records: Source of information: Tank last pumped Jan. 2008 Wass system pumped as art of the inspection? Yes ® No Ys P P p P ❑ 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): 15ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 l . Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road — Property Address Wrightson — Owner Owner's Name information is Osteryille MA 02655 March 10, 2011 required for — every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known) and source of information: Compliance date: 7/2/98 — Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 4 — p g 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): 8" _ Depth below grade: 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: 10.5' long x 5.8'wide- 1500 gal.— . 3" Sludge depth: — t5ins-09/08 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 217 Seapuit River Road — Property Address Wrightson _ Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for --- -- — every page. City/Town State Zip Code Date of Inspection — D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle 30" — Scum thickness 2 — Distance from top of scum to top of outlet tee or baffle 6 Distance from bottom of scum to bottom of outlet tee or baffle 12" — How were dimensions determined? Measured — Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was found at bottom of outlet invert, tees were intact and clear. Tank was pumped following inspection. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 10 Dimensions: — Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle — Date of last pumping: Date 15ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 10 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road Property Address Wrightson — Owner Owner's Name information is required for Osterville MA 02655 March 10, 2011 - every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 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 15ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments w 217 Seapuit River Road — Property Address Wrightson — Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for every page. Citylrown 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 evidence of leakage into or out of box, etc.): Liquid level was found at bottom of outlet pipe, no solids or high stains present. — Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �M 217 Seapuit River Road Property Address Wrightson — Owner Owner's Name information is required for Osterville MA 02655 March 10, 2011 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number: — ® leaching chambers number: 13 cultecs — ❑ 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.): Stone and soils surrounding SAS were probed with no signs of saturation found. — Cesspools (cesspool must bn pumped as part of inspection),( 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•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road e _ Property Address Wrightson Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for every page. Cityrrown 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-09/08 Title 5 Official Inspection Form,Subsurface Sewage Disposal System•Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form Not for Voluntary Assessments 217 Seapuit River Road Property Address --- -------------------------------- -- Wrightson Owner Owner's Name —------------------ - -- information is required for Osterville MA 02655 March 10, 2011 -----—---.---__.—_-- ------ every page. Cityrrown 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 r J r r r / / / / / / • / J / / r r•/ r J •� `' J J J / / r r / / r r r / r 'r 4•r '. '. 'F J. � \ ♦ \ \ ♦ ♦ \ \ \ \ \ \ ♦ \ ♦ \ \ ♦ ♦ ♦ \`\ \r\r /\f : J\: !\r♦ \ f\f :•\r\J i♦J` i'• �•r r / / / / J J ♦ \ \ \ ♦ \ \ \ \ ♦ \ \ \ \ \'\` / i r r r J r J Rear of HouseXX ! / / / J / / J r J r '\'♦ \ \ ♦ ♦ \ \ ♦ \ 24 29 r-zy ° s 95 Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road Property Address Wrightson Owner Owner's Name information is required for Osterville MA 02655 March 10, 2011 - every page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells II Estimated depth to high ground water: 15+ 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 establpshed the high ground water elevation: Surface water at rear of property is considerably lower than SAS. s Before filing this Inspection Report, please see Report Completeness Checklist on next page!. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form s Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 217 Seapuit River Road Property Address Wrightson Owner Owner's Name information is Osterville MA 02655 March 10, 2011 required for every page. Cityrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C. D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information— Estimated depth to high groundwater ® Sketch of Sewage Disposal System either draL-,rn on page 15 or attached in separate file ' I d: t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 TOWN OF BARiAT LE LOCATIO SEWAGE # VILLAGE o l ASSESS R'S MAP & LOT l INSTALLER'S NAME&PHONE-NO. 3 �! SEPTIC TANK CAPACITY O 0 / S I N S LEACHING FACILITY: (type) NO.OF BEDROOMS S _ BUILDER OR OWNER lWk E dX1 S PERMTT DATE ('Z COMPLIANCE DATE: ,4 Separation Distance Bet een the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by coo2i , L � � U g c No, Fee _ THE COMMONWEALTH OF MASSACHUSETTS . Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Migogar *pgtem Cow5truction Permit Application for a Permit to Construct( )Repair()()Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3 iEAf'u tT Q w E2 f—O Owner's Name,Address and Tel.No. 1�714i 2�v4ft.CFiO�.S W►fW1 F�CO ffet,C V \XjV2 lG EiT So M Assessor's Map/Parcel Z c? S cA P Lt LT Q W�Q. fl'Z O "70 /I�P DYs%_C-e Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No._ 4k Zb-3'3 44j �^iAU�e t..•.F_�_tL5 r --�2 JUi_L1 VAI" 17G 1 g�UL--xVj^iV �L(zLWEC—L�%ou G I X-LC Y t L C)aft-:F_V t-LL_c Mk Type of Building: AC Dwelling No. of Bedrooms Lot Size 1 Aa 7 Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5S 5P t a)Yo ^ 8Z S gallons per day. Calculated daily flow !o 0 gallons. Plan Date u Number of sheets 3- Revision Date lvo iJ E Title �FI2SaD -5 6PTLL b�C'.-o4- s S l(� Pc i�.l C 2l7 g�Ry �T �vv6i� Size of Septic Tank Z - I S�CjMLL6,US Type of S.A.S. 12'>\9S+" L�� C-hAeA&�gee- Description of Soil C L ai4 t A M e,:;, Gam► -_o c Nature of Repairs or Alterations(Answer when applicable) Viju _0 lDonQQ 1 !T 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 Environ ental Code nd not to place the system in operation until a Certifi- cate of Compliance has been ' B Sign Date Application Approved by ® Date Application Disapproved for the following rea n rmit No. Date Issued ` No. -Fee * THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZlppYication for ]Diopool 6pelem Construction Permit Application for a Permit to Construct( )Repair(x)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components -Location Address or Lot N�o"'.--"Z Owner's Name,Address and Tel.No. �Ysi�2.1�.4CLFb0lLS Wn/1M FCGOEV-1(_Y_ v216 Kr SC> Assessor's Map/Parcel —TQ /((D 7-1-7 S E A P V IT Q\v c-e fZ A Insta`ller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 Z 13'33 A 4 `�I�C TI^IZ l-6�115 4 :` Fkc'iL2 sut_c..t VA1,A � `41vl-L-1\JAI%j F—,jCx1 kAc os t LL C VaCS►zv 1 c.t_C Ma Type of Building: Dwelling No.of Bedrooms 43 1 Lot Size 'I 8"7 4 mi Garbage Grinder Me S Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 55M't- '5D%e = eZ gallons per day. Calculated daily flow 1 gallons. Plan Date V n) to ZA, 16`) 3 e Number of sheets kevision Date tI1 a►-A E Title Ve RSSS:) S6tPnC_ V 6G - S 1TE c tkti„l C° 'Z1-7 SCP1(-U tT 0vae eo Size of Septic Tank Z- V W CXAr. LOruS Type of S.A.S. 1 2�x 9S - L E�.t H' GN�lv�ngCQ. I' Description of SOB, t_ EA A-k Eti� S A�..: O f ° r f Y Nature of Repairs or Alterations(Answer when applicable) �J +ram �� (A.1 1 Date last inspected: ., Agreement: f 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 Environ o ental Code nd not to place the system in operation until a Certifi- cate of Compliance has been' Ba Sign Date Application Approved by ® Date Application Disapproved for the following rea n t Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER O Sewage Disposal System Con structed( Repaired Upgraded ,00 ( K Abandoned by ) at 21�7 E� Pu 1 U C Q Dye.i'"ae— & 5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. '— a ed Installer Designer The issuance of this permit sh ll not be construed as a guarantee that the system ill f nction as designed. Date r si. Inspector . s t� ------- ------------_-------------- — No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS xigogar 6potem Conotruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(K )Abandon( ) tt '' System located at Z t _7 S L A Pu t-r 1 IJ �:P, F c�A o QYY 5 Tm e_ kA 2 E e i& and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. 1 Provided: Construction must be completed within three years of the date of this permit. Date: Approved by ' TOWN OF BARNSTABLE LOCATION X/� ��f lam' SEWAGE # VILLAGE� /Cs/�-� �- ASSESSOR' MAP & LO a� �/YS ;S"NAME&PHONE NO.&a&6 � '�� _2/� SEPTIC TANK CAPACITY LEACHING FACILITY: (type) G (size) NO.OF BEDROOOOMS�� BUILDER OR OWNER 1 fit/, PERMIT DATE: COMPLIANCE. DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feSg=:Lo' fac' ' Feet Furnished by .� , � J �- � � I � � s -� � . � . �,, i � �'. ASSESSORS MAP NO: 070 --------------- Fee--J�--- • B SMWLap'lIEr4L*Fh TOWN OF BARNSTABLE Applicat ion, for lVell Construct ion Permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: �� ------------ - -------------------- - - - ---------------------------------------------------------------- r ( Location — Address �+ Assessors Map and Parcel _I�1-e c-t 1�.�1_[�S �'—_ J 1 �• J c c.�.a r � i�l 1�•P r �c� • ---------------- ----------------------------------------------- -------------- ------------------------------------------------------------------ Owner Address ---- Installer — Driller Address Type of Building Dwelling----------------------------------------------------------------- Other - Type of Building--------------------------------- No. of Persons-------------------------------------------------------- Type of Well---� r-p �---;------------------ - - ------ Capacity----------------------------- - -- - - ----------------------------- Purpose of Well--!-` -'Go�'io o -� -- - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Cer ificat .of Compliance has been issued by the Board of Health. Signed --- ---- - -- - ------- - f L15 -- -- date Application Approved -- ~ date Application Disapproved for the following reasons:----------------------------------------------------------------------------------------- ---------------- --- ---- ---------------------------------------------------------------------------------------------------- G� r date Permit No. --!"— " `—— — ----- Issued — -G---M_' !°�� ------ ---------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate ®f Compliance THIS IS TO CITIFY That the Individual Well Constructed ( 'I, Altered ( ), or Repaired ( ) A Sc w // 7 I Installer r at- I _ S��_j°uI__JI� ci—t�c' _�S �U�`lP- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No,k,/('' �f� __9,2bated—?--'/z ple THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------—---- — - ---- Inspector-----------------------------------------—— - ------------ I r - ✓w il Fee -- ---- - ��__ f1BOARD OF HEALTH TOWN . OF BARNSTAB E. 1 p liiat ion r `e l atrut Rio erm t - v Application is hereby made for a permit to Construct ( Alter ( ), or Repair ( )an individual.Well at: 1 n t =- -- - -- - ----- F- ` Location - Address Assessors Map and Parcel j ` . Owner Address iF L 1- - ------ - P d c� - - ---------= Installer - Driller Address Type of Building _ welling- Other - Type of Building------------------------------------ No. of Persons----------- ------------- - Ca ----- --- ----------------------- ---- ----- Type of Well-----:-- ---- - - - Capacity-- Purp04 of Well-l-/ Agreej nt: f` Tundersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place tg well in operation-un-fil a . if-icat .of_Comph nce has-been -d�_the Board- of-Health. Signed--- - - — - -- - f'�' -5 -- --- �� date _.. - r 1' APplication A roved _ _ _.. �' ` ! _ PP -- — --- -- --- -— r--, .;_date L Application Disapproved for the following reasons:------------=--------------------------------------------------- -- --- -------------- - --- ----- ----- -------------------------- ---------------------------------------------------- ------ t r /, date '� --- - Issued— "` /'``'�_ ------------------------- -- Permit No.-------- date +sf:bmtlErf:�r•+�smm•�'eus` .�.., ' si5e'ss #s%G - - _ BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CE TIFY That the Individual Well Constructed ( t-'), Altered.( ), or Repaired ( ) A Scu N..� bY------------ --=- --�--------------------------------- j Installer � � a has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No a- f- IlDated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE.THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------- —--- — -- --—- Inspector--- --------------------------------------- - = ----------- wpm BOARD OF HEALTH TOWN OF BARNSTABLE Ivell Contruct ion Permit Fee-- ---------- I' Permission is hereby granted- `'-Cu to Construct ( �J, Alter ( .),,Pr Re air ( ) an Individual Well at: - - —---- ----- -- —- -- - - -------------------------------------------------------------- Street as shown on the application for a Well Construction Permit LAWr , No. Dated--- L-�--�----------------------------------- ~+ - --- f Board of Health / DATE r 9. i � # :� i � �= 3 r� F .. , G Y j{V + 1 1 1 f i f i r f 1 i 1 )j i a DESIGN DATA NOTES Single Family-5 Bedroom 1.Water Supply ForThis Lot is Municipal Water With Garbage Grinder 2.Location of Utilities Shown on This Plan Are Approx. Daily Flow=110 GPD x 5= 550GPG At Least 72 Hours Prior to Any Excavation For This Septic Tank-Split System Project The Contractor Shall Make The Required System 1:Kitchen With Garbage Grinder Notification to Dig Safe(1-800-322-4844) a I Bedroom.Min.1500 Gal.Tank With 2 Compartments.See Note 8. 36 The Contractor is Required to Secure Appropriate System 2:4 Bedroom With No_ Permits From Town Agencies For Construction Garbage Grinder. Min. Defined byThis Plan. 150OGa1.Tank. 4. Install Risers as Requiredto Within 12!'of LEACHING AREA Finished Grade. 5.All Structures Buried Four Feet or More or Subject' 825 GPD/O.74= 1115 SF REQUIRED to Vehicular Traffic lobe H-20 Loading. Use a l I= 2(12+95' Leachin)2=42$ SF P Y g Bed Sidewall= 66 Se tic S stem to be Insialled in Accordance With Bottom Area=12x95, = 1140 SF 310 CMR 15.00 Latest Revision And The Town of 1568 SF Provided Barnstable Board of Health Regulations. 7. All Piping to be Sch.40 PVC LEACHING CHAMBER DESIGN 8. Septic Tank Shall be a 1500 Gal., 2 Compartment. All Pipes to be Schedule 40.PVC The First Compartment Shall Have a Vulume of Not Perforated With Capped Ends.Use Less Than 1000CIal.And The Second of Not Less 1-4°Distribution Line Continuosly Than 500 Gal. Set in'Leaching Chamber in a 12 x95 Washed Stone Field as Shown Match Exist. F.G. Invert 22.0 rl 20.0 198 Top EI. 19.7 19.6 19.4 Bot.E 1.17.2 r: L: t Bedding as - Per Title 5 10 10.5' Ll 2� Ground WaterC@Elev.Less Than 5.0 From TO. Ground Water Map TYPICAL DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale OF Finish Grade PETER SULLIVAN NU.29793 y CIVIL rn Compacted Fill 3' Maximum-------.,, / a �Q Al E I/8°- I/2° N O Pea!Stone o Leaching M N Chamber 3/4°-1 1/2°Double . Washed PROPOSED SEPTIC UPGRADE SITE PLAN AT 52u 217 SEAPUIT RIVER ROAD OYSTER HARBORS 12-0° FOR FREDERICK 'WRIGHTSON Scale: As shown Date: June 24,1998 CROSS SECTION OF CHAMBER SULLIVAN ENGINEERING INC. 7 PARKER ROAD, OSTERVILLE, MA Not to Scale SHEET 3 of 3 X� Nj ----------- OD" STANDARD LEGEND note:note symbols will appeur on a map r\j GOLF COURSE FAIRWAY DECIDUOUS TREES EDGE OF BRUSH ORCHARD OR NURSERY f CONIFEROUS TREES- MARSH AREA "j EDGE OF WATER f i 4- 0 DIRT ROAD.......... ............ r--j DRIVEWAYS I PAR ING LOT M 'ZI PAVED ROAD DITCHES rr �i A PATH TRAIL z PROPERTY LINES J.............. ................... I\j LOT ACREAGE 2 PARCEL NUMBER - -'--HOUSE NUMBER - -------- 0-) 2 FOOT CONTOUR LINE ............. .......... Z 10 FOOT CONTOUR LINE SPOT ELEVATION STONE WALL .................. ........... C. FENCE 7 LOCUS RETAINING WALL RAIL ROAD TRACKS TELEPHONE POLE STONE JETTY SWIMMING POOL BUILDINGS/STRUCTURES '"a PORCH DECK A ............... kit --------- �aN DOCK/PIER JETTY — ASSESSOR'S MAP BOUNDARY N ..........-............. ...... ...... ------------ S ITE MAP h% Ey L T.O.B.GEOGRAPHIC INFORMATION SYSTEMS UNIT LE SCA : feet .......... 50in 100 L. 10 PROPOSED SEPTIC UPGRADE 0 FEET I INCH.......... SITE PLAN 4� .......... ............. AT ................. ............ ......... -7:: .7 217 SEAPUIT RIVER ROAD �AV A,' U, OYSTER FOR HARBORS W ......... -------------------- F ........... _�r--------- k.... FREDERICK 'WRIGHTSON I RE OW GRAPHIC REPRESENT ... ..PER","IS, , At""or EH'I',, THEY'If NOT 12UE LOCATIONS B 3-9� J 'R Scale: As shown oate: June 24.1998 V IeGETATION.IOPOGRAPHY AND PLANIMETRIC DATA INTERPRfi!� ................................... IIIIIIIIIAILOVIULIGNIS.PNDTOGRAPHYAT 1*-SDD' ............. AAPPIOAT 1-100'.PAR(EtDATA DIGITIZEDFROM I IOD' .. .. .........I SULLIVAN ENGINEERING INC. IAGINEERIE�G ASSESSORS MAPS 199$ O 7 PARKER ROAD, STERVILLE. MA SHEET I of 3 �� �� i � � vv \ � c � �~ � i .Q -- TOWN OF B T LE LOCATIO C AGE # VIAGE SEWAGE �^ U AS SESS R'S MAP & .— IIVS LOT INSTALLER'S ER S NAME 8c PHONE NO. � �4�i� SEPTIC TANK CAPACITY v o - s/ d 3 ST�S LEACHING FACILITY: (type) / (Do Cv��{/. NO. OF BEDROOMS (s,�e S BUILDER OR OWNER b`? S P ERMTTDATE• COMPLIANCE DATE: Separation Distance Bet een the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching FacilityFeet on site or within 200 feet of leaching facility) (�any weds exist Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Feet TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS <j !' ASSESSORS MAP N0. ' - � � � PARCEL N0. 0 / 6 . ' 4FI /AG IN ADDRESS" ` I.11-'C KI�'P�, VILLAGE' TFeT1��S - ICY' eLA CONTACT PERSON at-r,2AI=®t�4 �0 .T1liC- PHONE NUMBER LOCATION)OF TANKS:. CAPACITY: .TYPE OF FUEL. AGE: TYPE: LEAK OR CHEMICAL: DETECTION SYSTEM: 64soL/de- 1 A)6-9Q tN-p 02)q 000 1 aZ. es :a7E�Ca 4R III DATE OF PURCHASE OF. EACH: 1. 2. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. I j - ----- .._----- R � 4i I r D U P L I C A_T E {S (11111111111tI11v'z11f4 pf ; �-Ittrarjjlr�i�ffB DEPARTMENT .OF PUBLIC SAFETY..---TDIV,ISION OF FFIRE PREVENTION ?(' '1010 COMMONWEALTH AVENUE. BOSTON .. Barnstable, March 211 o,yby� (City or Town) (DaleLICENS. 1979 In .accordance iyith the provisions of Chapter 1.1S of the Genean] haws, a license is hereby granted to, use the land herein cicscribed for the I awful use of the building... or other stnicture.. , which is/are or is/are to be situated thereon, tiic,l as describedi on the plot plan filed ��ith the api,lit'atioli for Ellis lir.ense. Location of land .:.•174 Seapuit River Rd. 0� -Ncsrest• truss street . ...Oyster..Way . (Street C \umber) ....efVl'� G Owner of land ... •Alo sE B._ .Herri.ott... _.. -,Wdres 1.79. .S.eapuit.,River-Rd_„ .q.s.tervil.le ... \umber of.buildings or other structures to which this license -applies ..........one Occup ulcy for use of such buildings .... .. ......zesideno,e... . . .... ..... ...... .... j°......... ..... ................................... ......... Total capacity of tanks in gallons: -Abovegrouud. ..... .Underground . 2000 gallons one .tank Rind ul fluid to be.stored in tanks .... .. .. ...... ....... .gasoline no.t...for---re-sahe •• ..... .. .... Re.stilc,tlous-If alit' For motor vehicle use only. Ttiis l Cense•••mu:5t••. .e~ .x,e�lewed. ain 1~lle...end of five (S) years, ��. ... . .::.Chairman, Board of Sele( . (signature of ]�;ensiug authority) men, Town of B4rnstab> THIS LICENSE OR+A'PHOTOSTATIC OR CERTIFIED_COPY THEREOF MUST BE CONSPICUOUSLY. t POSTED :IN A'PROTECTED:PLACE ON THE LAND FOR WHICH IT IS GRANTED " i .,..... f T -f t 7. -_- � TRIP 11f Massadjusrffs ___ DEPARTMENT OF PUBLIC SAFETY—DIVISION OF FIRE PREVENTION 1010 COMMONWEALTH AVENUE. BOSTON a-� Barnstable, June 21, 19 7.9 (City or Town) (Date) LICENSE .In accordance with the provisions of Chapter 145 of the General Laws, a license is hereby granted to use the land herein described for the lawful use of the buildin.g.... or other structure.... which is!are or is/are to be situated.thereon, and as described on the plot plan filed with the arg)lication for this license. E" Seapuit River Road Location of Ian&)Y.ster• Harbors,Osterville Oyster Way West . . ................. Nearest cross street ..............................................-.............. Owner of land • United Herriott Realty ............:...................... . ............Address ...............Same rust. .. ...............................................:......................... Number of buildings or other structures to which this license applies ............One........................................................................ Occupancy or use of such buildings ....PriVate•••residential - .................................................................................................................. Total capacity of tanks in gallons:—:aboveground......................�-•,,.....•................. _Underground 4 , 000 hind of fluid to be stored in tanks ........a_i.esel oil (fuel O, •1� .. . ................................................................. ... Restrictions—If any: ....D esel•-.fuel.•to•-Ue-:u•se•••irl -..Qn1-eCtiQTl..wath...Izome...and..automobiles...only. This license is in effect until June 21, 1984 at--which time it will have to be renewed. i - ...• ..Ch-airman;- Board o (signature of lice ing authority) t % Selectmen, Town of Barnst THIS LICENSE OR A PHOTOSTATIC OR CERTIFIED COPY THEREOF MUST BE CONSPICUOUSLY 1;'OSTtD IN A PROTECTED PLACE ON THE LAND FOR WHICH IT IS GRANTED STANDAW LEGE D _ note:not all symbois will appear on a mop N/F Joan Wiss Corby GOLF COURSE FAIRWAY i 4201 Connecticut Ave. NW \ -- 6 Washington, b C ' 1 '/ - l' -- DECIDUOUS TREES -> _...... �. EDGE Of BRUSH ------- -- ��- ORCHARD OR NURSERY CONIFEROUSTREES �.. H AR EA REa 4 �, I / /\/ .... C ` EDGE OF WATER Q DIRT ROAD CoDRIVEWAYS oxe ( �.\ PARKING LOT —�� PAVED ROAD 19 y DITCHES i ' ---- h�0 LAWN - FIELO VERIFIt_D / l �\ 1 �� / r_ :. I �r7 �^- PATH/TRAIL , \ ••` �'-, o �- PROPERTY LINES- S ._..:-.�f, % tlb LOFACREAGE y ' / b'— ' Pij ARCEL NUMBER a \ - i ' II W a Z FOOT CONTOUR UNE \ W W -- 10 FOOT CONTOUR LINE > lj ` `� SPOT ELEVATION } W .r i r 1 \\ ••• i � � I ...--�- STONE WAIL 7 1 W I .:.....__ ....; a FENCE U Q Q - RETAINING WALL - — �� L O Z .1.... _ ..,. (� RAIL ROAD TRACKS O — Lij R) TEIETP LE ONE JETTY S OF \ SWIMMING POOL \ f PORCH/DECK SULLI 1 S l9 -19733 .y \\ `L. ,.. \` ..... -•i \ Ve BUILDINGS/STRUCTURES y r t K CIVIL \\ \i �\ �\ � .\., µ{�+ DOCK/PIER/JETTY A P -7© P \\ �. 70 P O F C O.A STAL I `g0 O-So X 65 ` / '— -� CL ASSESSOR'S MAP BOUNDARY A 2� 1 _ D N K At c— IT T.O.R.GEOGRAPHIC INFORMATION SYSTEMS UNIT 1 PROPOSED SEPTIC UPGRADE r , / SITEPLAN � L, , '',. ,; `�......._.... �---_-' � _ �\ _....._....--------..._.._.. x�__--_—�- _.':_.._... .� � 0 30 ' SCALE:in et \ t `? / \ - _. ....,� _ i INCH 530 FEET AT 217 SEAPUIT RIVER ROAD '��� OYSTER HARBORS ' FOR ` ,�, •'� '\ {t1}, �•.., FREDERICK WRIGHTSON , / Z 14/F Michael Egan I Scale_: As shown Date: June 24, 1998 \ 195 Seapuit River Road _ _ l '" :�•.�ok-A L1 r AP OysterHarbars I N iE:THE PARCEL LINES ARE ONLY GRAPHIC III PtfS[NfA1NlNSOF SULLIVAN ENGINEERING INC. PROPERTY BOUNDARIES,THEY ARE Nol TRUE IaCATNNIS m h R-7.9R 7 PARKER ROAD OSTERVILLE MA �`, FROM 1989AERIAGRAPM'AHTS,PHOTOND RAPHYIC AII-PLAN AERIALPARCEL OVERFLIGHTS, FROM —100 �!i .I�'' \• MAPPED AT 1'�100'.PARCEI DATA DIGITIZED FROM 1'�100' i ` ,-:>I ENGINEERING ASSESSORS MAPS 1995 SHEET 2 of 3 Scale: 1"= 30' • i \' PROJECT INFORMATION ADDRESS: 195&217 Seapuit River Road Oyster Harbors,Barnstable,MA R217 MDE Existing 2 Story W/F Dwelling Existing Dock w/Existing Access 115 Existing 2 Story W/F Dwelling_ 195 & 217 Seapuit River Road Existing1StoryW/FGaragH°ase /�/� E�ttsting 1 Story W/F Gazage Oyster Harbors, Barnstable, NLA- 02655 Existing)ocoryW/Fsting ngbelowT.O.Bank Existing Dock w/Existing Access - ZONE: RF-1 -Area(Mnnimum): 87,120 SF(RPOD) Frontage(Minimum): 20 ft Width(Iv4nimum): 125 ft Setbacks: . G �T Front 30 ft 1 V .Side 15 Et - Rear 15 ft -- — FLOOD ZONE: Zone C&A13(EL11) 275 Grove Str�e,{etp Suite//2-400 - - OVERLAY DISTRICT: _ Newton,ewton, MA 024 V U � � AP-D-Re r Protection Protection ict y RPOD-Resource Protection Overly District www.r)jddesign.com info@nlddesign.com 217 MAIN HOUSE SO FT CALCULATIONS: EXISTING NEW ©COPYRIGHT - Basement Conditioned - 760 No Change Basement Unconditioned 1380- No Change CONSULTANTS - - PER - Basement Crawl Space 1880 No Change MIT SET: Thursday' October 17'2013 ' First Floor Conditioned 4200 4400 Civil Engineer/Surveyor: Structural Engineer. Landscape Architect: Interior Designer: Garage -650 450 Sullivan Engineering Inc. Kanayo Lala,P.E. - Horiuchi Solien Weena&Spook - - Covered Porches 490 530 John O'Dea,P.E. Four West Road Kris Horiuchi .Paul White and David Nault - — 7 Parker Road/P.O.Box 659 Acton,MA 01720 P.O.Box 914 423 West Broadway Second Floor Conditioned 720 1800 Osterville,M,,A 02655 978-337-5252 200 Main Street Boston,MA 02127 Attic 800 0 508-428-3344 kanayoLala@gmail.com Falmouth,MA 02541 617-268-6968 P Balcony/Deck 0 330 john®sullivanengin.com. _ 508-540-5320 wecnaandspook@aol.com r- - khoriuchi@horiuchisoGen.com 19 GUEST 5 G ST HOUSE SO.FT.CALCULATIONS: EXISTING NEW b DRAWINGS Crawl Space 1800 No Change G Q ar First Floor Conditioned 1800 1910 _ LJ Survey Plans(Under Separate Cover): Architecmmis: Structurals: - GUEST HOUSE Addition: Attic 900. No Change Existing Survey Plot Plan A1.0 Proposed Basement S1.1 Structural First Floor&Foundation - GH.1 Proposed Plans and Elevations Proposed Survey Plot Plan A1.1 Proposed First Floor S1.2 Structural Second Floor - GH.2 Structural Plans and Details ;��;. ) 03 T - - A1.2 Proposed Second Floor _ S1.3 Structural Roof , - - - c Landscape Plans(Under Separate Cover): A1.3 Proposed Roof. - 710 ' Proposed Landscape Plans - A2.1 .Proposed Building Elevations A2.2 Proposed Building Elevations 7-4 - - Civil Engineering Plans(Separate Cover): A4.2.1 Section Details Septic Design A4.2.2 Section Details - - - - Existing Conditions: - - - EX1.0 Existing Basement EX1.1 Existing First Floor EX1.2 Existing Second Floor - - EX1.3 Existing Roof EX2.1 Existing Building Elevations EX2.2 Existing Building Elevations Demolition: D1.0 Demolition Basement Dl.l Demolition First Floor Dt 2 Demolition Second Floor D1.3 Demolition-Roof D2.1 Demolition Budding Elevations D2.2 Demolition Building Elevations PERMIT �SET 111 I,I I I LI ,I, III al III Ibl I11 - III IGII • II II III III' O Iil III - - -- ---- -_ -- - -- III . BASEMENT ICI I I O O Ili I I III I ' Ipl dl BASEMENT III - ill I'I y - III III - - ❑ III III III I I IQI III - III III O II 111 III. N EXERCISE ROOM �1 Existing Basement Plan \IDE ISSUED DIUR•INC SM Existing Basement o D S. G N MDE Residence EX1 .O 275 Gro%,c S=ct Suitc 2-400 195&217 Seapuit River Road N—ton,MA 02466 Oyster Harbors,Barnstable,IVLt102655 .. ®� PERMIT SET 11-1: 2 oeao III II, III I ❑ - ' 111 GAI{IgGE , CLOSET . - - III ❑ I ------- _ ❑ III - I_ _ __ _ � _ I ,II I III I I - III FOYER - III _ MASTER _ ❑ III ___ _ _ —_ - BATHROOM I PR TV ROOM EE - r- -III - STORAGE r__ �, � � e closer 0 0 LIVING ROOM- _ t MPR _ BEDROOM __ ---- ��- — �------------ ---- - - � ' —BATH . - DINING ROOM - - LAUNDRY PARLOR - I � SITTING ROOM OFFICE — j I _ MASCERBEDROOM 1 At1TCHEN PANTRY T� - -� - - ------ ------ _ IL i C_OS ORC 7.7 .N II 1 GREAT ROOM _ I , _ � E�cisting First Floot Plan —-----------—— I I I \IDF ISSUED DR\CPING SETS - Existing First Floor . . D G N EX1.1 MDE Residence 275 Grove Street Suite 2400 195&217 Seapuit River Road N—ton,MA 02466 - Oyster Harbors,Barnstable,TNIA 02655 - w...w.nlAdesigncom �nFoQnlildng�uom - ' © . PERMIT SET se« s oe4o ------------------------------------------------------------------------ ATTIC ______—___ BEDROOM BEDROOM — ____- ATTIC \ J , --------------------- ----------------------------------------> i r __ _ ------------- ---------------------------------------------------------------------- ------ ----- ----- Existing Second Floor Plan - O - ,------------- HIDE IssuEDD2\191N'Gsm- - Existing Second Floor W�D G N MDE Residence EX1.2 275 Grovc Sucet Swc 2-400 195&217 Seapuit River Road N—,—,MA 02466 Oyster Harbors,Barnstable,i�I\02655 PERMIT S E T Shccr. 4 oF40 ti t__________________________________________________________________- ----------------------------------------------- ----------------------------- ------------------------------------------------------------------------------------------ r. ------------------------------- `O 1 --------------------------- --------- -------------- --- -------- ------- -------------- . ---.., ---------------------------- N ------------------------ Existing Roof Plan 0 Y s<.�E •_ -------------- L( UDE ISSUED Da-IR4NG SM Existing RoofMO D N G EX1.J MDE Residence 275 Grovc Smcc Stac 2-400 195&217 Seapuit River Road _ . Newton,MA 02466 Oyster Harbors,Barnstable,MA 02655—Add., ito©nidd.,;p mm ©m PERMIT SET sh, 5 of40 . III III - . III III .III III III I-I 111 III ICI' 'CI' 11 II II O I,I III ul III BASEMENT III III II II ' Pm.ccr L,sriny Sysams Uunng ' Opcanwu;Cwrd�n.e5nuref(, - III Drmo,ana�..e sy,am,mm I I, ' na,gn.(iwld yul,canmumc I I. ', Q IyII III III I,I . _ I BASEMENT I tl • IAI - III - - . - s III op—c�snr�g y:nr„Dum,g opee,rmn.. —S,m w, glwroR. ICI 111 Omne. d I.�',+v rsrcmz.xd, I I I I Ucugn-nvJd SWnon.rxror III ilk ' III III 111 III ' Iql III O I - Rnec.,na Ih. r mu,m,g.DenngoPm�,s STORAGE MEc Ilr - 8 41 1 rmrar ra,rmgsy,rem,Md., Opermane.CmrJmaa bumf(. - - - Dcmo,andunvSyvemsmnh - \O� \O.' I�O/ DaigrDuW Lulxonrcnar N EXERCISE ROOM 'sBasement Plan ' MnevelssrNg hlcirtl,—�i. \WJ SC\I,r:I/J"=1'-P ® ' ,m e,irnng\vlma Iirdnka . r— _ x�sermene m sew./Sl,:w,y �I :\Lout Alande I _ KEY, DEMOLITION NOTES: O W.move Cvsnng SM1mgle,nJ Comer Be,�dz' O O Runmc UasmgrlumLmg l,m,a,Supply, 7.1 '�Hemvve\{',II,Ivm:ng and lindas Irolb v Regwml rma Jura kr'I"esnng,nd Rcmnv,l of L�s.ing\C',p nrarmny is.\szumcd ro be Suffuo,c(or.he 31 R,mom lusting Cnncaic S Ps,ShLs,l4r,wmg\Vap. ].1 9 t Remove IN,—,Ila,.Pmuh ro q 1,11 r I -ladl!w. Dv,mlrtim\Voh.Conreernrn Respons,hk for Vmfi,n ro5luabing .,nJ Drmn s O Re,,.nT E„srmg noormgal,arul, O Coor;—%Jl.\lechm al Da„I.--h Reme.n rimrne ro sad: - .\,ne,m. Ixnneg wen lmm:ng,nd urgr+amy,.ugwmd ].3 g,N g >., R.mo.T rmmng mm rn�sn rosmds U-S-Dndd S.b.......,,doa�ng Raccoon.�U,anal, unacrtlymcnr,Snmmm almmin R.mnz Slab/Imi,M1d poor.Ssblborald r.nng Reer rrmeng,..wnmrd rob.sahnrn.r ra,e O IWmve Uom,a ]O+ Rmrovv l3„rmgcwa,,,nd Do,.J,l' v.3 Remove l-v,r�ng e.ihngrnirh mJmin/wfae - RwL,mn.r:n:ny,onev.Regumcs.U,mprn. E;•,,, Moor l'mmn,g I]ccrt¢Umt;\llnng'1'-Snn,h RclaeJ l_go�p I'macr lizulmg Ur�I,a;I,Scm.c rn -d lar of Srmnua IS.,rolmon wah Gnmcmru Rapn:udk forVrnfi,ng Remove L:wzen k ,"I'—d,Riau,Srmgen, Remove lsianny Rmfing,\l,r.,land 14mnaeL song Shmver Lnclo.ure,Curl, Xertw.2 Hoofing Tlaa,vil Unded„menr, ,nd of Propem,Oved,e,JanJ SuLsurfie.Condivons, Caznng lh,nf lnmwg:wJ UpymJingv Regei.el. 43 8 ].5 'al Coo.dmna..El— .'Demdi.mrt'Iffi gar g r(andn.J,Railingq RahuarR Gmagcs vmd I'mm�ny O Undcrlalmrn.m Shcvihmg ➢nu:h ynr,Dluckmg.UnJcd:�ymrnr rn Innung Ucz,mDu:IJ Sob.nnrn.m.uxl d Shn,d,m Jlrwmn .Wlxen.ro,nd lnnde Smeaorc far lvwa Use S S" 4 A Itmwve la.vng Gbmary anJ CeunrernT ©I l:gnnng,Itro pmde,,gm inng,C„nurx, C-7 Ncmave lsisru,g s.mee,m and l,nena tt'nrk ylall Gnfo.m rn nc�Negwremcn.sofd,e Codes,nJ O l--I isrin Danr U.1/1 nJn,v Unrt O Pu,ela,.\uJm/\'�Jco,ynunm,l„fe 5,fere, J Cavnrling BOJws HvnngJuriulioon Over rhss l'rgm O Itcmrc lslsong Nh51'dm el g 11.1 14mnre l'.xm�ng.\nnlnncu,nd lloolupsenJ ltcL red L'9wpmcnr li,mme.\aM1,rcmrml,..\(cd,n W,14umb-1-1—1 Unuv,gc and Hd.—d ml'cnh\Y'od:n Covrdma.cd Deev,ce.UI DPvmons 1 Hemovc Uaung I.aMing,Trods,Rian,1!,v.ng O Orshcn,Shelve tl I4tpam lining Ueer Umr/\4ndea Unrt O Sebbee,IJI and ILnnJaaon d.4 Itcmove Uuseng Rots,Iblls, - lb,Repluemem \'cnfy d CvoN-111 Durcmons Salv,gc f sang Onnr L'nn and I faNmrc Pro iJc'I'vnponm ar rcmemanl S�parrs.Shonng,or Oraemg Remove IN,mng P.—S ro SuLvn,a 4Oi Remove Easong Crmvn d1vvlJnlg RS (or N.vsn.Remove Riving RhSrl'run - a our vo rloreonnl oc\'ertnal dlovcmenr Oecar.m IN—, O Saronge�aseng L armr Sh— and Smcmaz dar,a ro Remain Remove INz 11ng Sire\r•,g,nd lov,d,nnn 49 Remow E,uvngL anar'I'nm- - g'J :\swcnad fL,J w UDE ISSUED DR.VXgNG SETS Demo.Basement D D G N MDE Residence D 1 . 275 Grovc Strect Suitc 2-400 _ 195&217 Seaplvt River Road Newmn,NW 02466 Oyster Harbors,Barnstable,NLr1 02655 ,r�..nla.k,�gn.eoln wr©nlaae.�gn.ortm ©R PERMIT SET Shcct a of4O I 7.1 .... ..._._.... III / .____ ..._._. I II fi.G ]I - I� I I ! Remove Cvawg Da^r LcE T II :\ 1 I I ].t wd Screen 1>wr,Prep for 1. - - Nrn Door lass( II ..0.. CLOSET S1, . III t —s_a e a I If— rap ro Imva floor Fnrmng III /—Cur ana lmrtm sg SL,b f� __ g � FOYER 81 ,L�L-4 for l'u m5rmclud P., -- "%f JA � t ).1 92 � a—I 1-1 I 1 GI b11 a'w4l$TSIGiiiii" f{ "f 9.>L.s Prcm c PR d song s I,e, rt d < I e[iiissfsi3t;;; 'i'•'•]af N ftOOM I Won,and Rv6ng,'macr G L • e 1 8 1v •• :"" :Q/ I}d.I t .1 .S fmm Dvnagc D s Openeo^s m Rom For I U mo +::Oj _ pm ca Cx s n t�:chn /B ' /'•� b ! Dewg Frmwg ana l,repl>°ir wd Fl _� —•e,\/:•a,eu.1 I - - G y fll (� Pm:h CvuJngllnah. d Y '�— !I _ 8 RAGE l l CLOSET' ' ! I 4O STI__ 1, LIVING ROO � R � 811 4L� L A 1 �� � I Rcmovclssnn : . M R I 0 MP .I rdrvvy Uo° I la BEDROOM �__ Ill j Ll1 11 1 / i`1�1 ; 111 l 111 ice_ O O - - \ —_--_—----_ —_ �___.---- BATH IJ� 'I � DINING ROOM' L1lINDRY �/ /'\ "l`Y,� q.'q2 qy PARLOR i� .rY',� %l CICI I I 1 _ {) i RII IO! SITTING ROOM III / I OFFICE 1 :I ]1 MASTEREE�D�AOOM __— — J Macne Ix:snng Scuu,Imds, -- _ i 71 Huc,v and Rvlmyn,Pmrm I �'_ e.\ : - i I ® •PANTRY I b ! .tmm namage nonng Dpennou n 9_93. _Q=1`r Itll L'CVI.OSI.l]gIK1RC(I Io . , Ogl Dss^ng Dpct'S ' °9 t TERRACE .. i .3lamrvsn wd 1'mm<r tivswg I - ]1 I r ENCLOgED PORCH I Cnmee fn.mhg of - _ R<mnvc Noah Slope^(_� / I I + .. S°Penrmvmrt(orlurwe Uae - .. ]J N ds GREAT ROOM I — -].q - - Demo First Floor Plan I I Ittmnvnli,nr:ngtlearth l�. 2 /;' 1 sc.\1.151/,-=P.G• Sucmund m Smds/Alaswry I :\M1nve 3Lmdc I i It�ermvc Sovds Slope of---------—- ------ -------- KEY: DEMOLITION NOTES: 7.1 Remove G�ennyglnngles and Cramer aoanls Remove f:m'.ring niu[l,ng I;—5uppl), �Rcmovc tt'Wl,frvnmg and finuhca fvsllmv RcyomJ Pmaxdurn(or'(amg:mJ Removd of CmnnyR'nll fcmrt:gu.\uumdmlx SeRnwrfor the ]I ItanoveL eng Cor:aere gmps,Slabs,Huawng\Valle - ).l mghnchmg 9�1 Ilcmovc l'iv;snng floor l:m,d+w SelsFlvor and Dress -Ind Pvm Demol�non Wort Cwrn<mr:s Rcapona;blc for Venfv;ng Remove Famng Roofing Alamrvl. Cmrdmaa.V131M,andl Uemobnon wtl, xcmove limshn ro Smds -.\sbcsms Fxn:ng t'vll FnmmgwJ Upgrading us Rtyui, )3 O RcmnveL song\WI lsmuhm Smds UnJcA�mwr,ahmd,;ng wJ Fnmmg De::gn-A°dd Sulxwrsvcror�nuudmg. .4faacrJaus 3lmmNa 1 - Ilemove Slab/1'mulseJ I:looc,SubFloor msd Iunng 0.wf lsnm:ng a.4sumed ro Le Suffiacnr for:he O Remove Da+mer O Remove tiunngCurrm and U^svnspwn 9.] N°move Emm�g Comgl'muS roJoisn/lufn:n Nadmroq P:pmq Ducrs.Rms,en.Dampers, i''. Idonr Pn+mng 'Iin:enlSwwg UN;na ar Sema Anrm and l'�vnfgrmcmm Demol:non\t'n3 Cvn,rromru Rap^nsJJc for Vcdhing IgartnUnsn,\CSnnq'r�snn,G:Relasd l3gmp. jjjj/Rrnrove Nnafing\Ivmna4 Undeda!mrnr, and of Pmperry,Owed dJ d 5ebwrfau GmJ:aons, C udng Hmf fnnangvnd UpgMmg as 0.ppased G3 Ilcmovc l_v S.RA, 'rtads,IGscn.Srm:gn, ]3 Ilcmovc liurbsg Roofing\Imcn:J vnJ 14movc l'uissmy$h^svcr l.nclosur°,Curb. CaiNinart:Vl Clccrncal Dcmobri°n svid, San S O HmdnA,Rulings.&luuas,Grrogcs and frumng O UnJcda)mnwr m Slsnd:u+g O fimd+kar.glxkusq Undedayrtun:ro I+ninny AUJd Subvnmxror u+dsd:n ShcuBm Jfwn:n .WlacenrmanJ lnnde•Srmaum for fumrt Us° �'I GJ Remov°Cusnng G hincrry m,d Counrermp - I.Sd:msq 14 vpmsdn,Svveh:ng Greens, �- I Ikmove l..isnng Srmcmre and linsshn \Vnrk SIlnBConEosmrorhe Rvgmms:.nn of Ae Codes and I'nncls,.\who/\"iJco.Saunrv,L:(°Saf-. . I� J Govcm 19 AoJics timingJurisai.eon Over rhis l`mlccv O Ilcmovc l:.:snngListing Umr Una/\[lndnry Unrt O v I.r.:mine.\nh�nxn:r�\lvdsasmllYumbm 1:4vnd Dawn IthS'11�m 81 ILI Remove Luss:ng.\pplwcc anJ floolvp. nod Relamlliquq,mmc & 3 Hemoc I:va:m Lm:hn I'mbs, and HhS'1'nm - ro\'cnWR'od::s CaoN�:nred lkrsvcxn.Ul Unv;ons 2t g q Rru�l4nnq G4 Ilnnovc l_v,mn Rod;Iblla,Arcten,SM1eWn 8^ Pmpam Ldng ivDwr U./V5ndoa Unn \'<r:H m+J CaaNuiuJ.\Fl D:m:wons Sebbasc fJl and Fowdrmn O g O 6.r —6 Rspl .% I4ovide'Rmporary or lb,mananr SoPpom.Sl:owg.or Ancmg ® Remove EsuwglhmgmSWssmrt G] 14 nove l'�r eng Goes dlouldmg gy Salvage ong Donc Unrtwdlt Nvnm _ so dnr�'^H^ruwN or\"emcnl 3lnvsmmr Occurs m Lvsnn br Rauc,R g 1_m Sh,....d Ymcmm der ammlisvnm g 2J Rcmmc ns;song S:rc IX'nll and l:^wd:iron G0 Ilcmovc Cr;sen f rennr'pnm gy Sal°ayT Evsong Fs,aror 5M1er,ers ana S .\rmca,ed Iin:Jwam \IDE - ISSUrD DRAWING SETS Demo First Floor DS . G N uv.J Res q.�wMrl;.>D D 1 .1 1VIDE Residence 275 Grow Stt t Suite 2400 195&217 Seapuit River Road . New—,NfA 02466 Oyster Harbors,BarnstabLc,MA 02655 ..^w,.'.nmaes:gn.enm mr pnlad�.igr,.re,n - ©�..on PERMIT SET sn�oD Df40 ].1 f------- _______7 -------------------------------------------------------------------------- Prov:de:Wegwve Sh.m f� RmfALeve l -- -- ------ ------- --- ...... j................. __________ qL 6.6___ 46_— -l—___ __ —— r -- .... .. —— —-— t y�ez 01 I pwa BEDROOM ------------------------ s;l. BEDROOM q, �j ATTIC 114 5p5p@[ppI - laauen of l'umrt Srur 91 ))I ,5 / _. .________ ________ ] _______ : 7 .57.4 I11 --------� ll l; _ _ rolmrmra,a c:v,k c:al n,m,::g; ♦ :>! I - !, _ \ /------------ /. /i N -_..._.................. .— 2_ Demo Second Floor Plan L_ I • / REY: DEMOLITION NOTES: mg nz Rry g n S _Slaba,__, II Rcmuvc Gxnnng SL�nglca unJ Coma Bmrda Rcmovc[x:sm:g IXumLng I:xlurv.Sup�iy, �eMmerc ttbR lrrM dP:n:vhas ream. u:md lsmcedum fer'1'cuw nJ Removal of. I'sariny\('ail Pomusyu.)uumcdro Lc 5uf6nrnrfor:M1e 31 Naandve t_vadn•Cancrrn:5 g\('aa ]1 qOi NcmweL.wnyIlm<lin:zis to Subfleor � - '' ' -InN 14mr OcmoLnm:\vo<t.Comncrorn xnpwss:Llc for vrnfiang mSborbmg nml Unus j Armour Esiwn xoo6n lazwl, CooNmam:W.(Itthvuml Dcmolinm wi:L Remove l'v:uhes to Suds �-\Jrnms liutmg\('nll l'nunmgand UpgnJ:ngas Regmred - ].3 S g'( O Remove Gurng\Vdl pm:sM1 to Smdz UnJerhymenb Shewhwg vstl l�nm:ng DcugmBuJJ Subwnrmcro<mdudmg pTJ Ik—Slab/1':n,shN hoot Subfleoraed -Hverdoua,\(arttdz O O O Aaduro f ar:ngxm(I^mmmg:s.\svmeJrobe SulEnrnrfor d.e 4_ xrnwve Uarmer ]: Remove Gx:uuzg GuttmvW Dnzv,upoun 9] Nemove n\vsnrq Cd:ng finizh rofe:sn/IUFen 41'ipiny UueT-s—,&,U—IIIA y.... 19oor l'eumng pronefvsnng UNmL.uSemccf zr)•amlL of5tmewrt 0.elimn\('nk.Cnnreumrn lkapnnvble far Vvnh:nS _ IVnme Un:n.\5nng,'1'-Smn,h Relarcd p-qu:p. W:mave nnson '1'rtads,Nism,SzJ: RemouxG uon Rm6n (farcrial and Ikmove liven: 5lsozver E.d.s Curb, .. j/ Hcmove Hoofing)lamnal,L'ndvdarmenr, and of Pmpem,0—d w1 Subwnc�x ConJmmn. Huang Roof pmrmog wd Upgndmg v Ray,\:ny. 63 g Snvn, gcn, ].i S g' 'I J Ceord—..Vl li4:ctnc:d DemoLonn.nds g nn mg Inccnr m nn 4LV Wni1.Rulings,BaWslm.Cvrm.�a anJ I+rsnung IMJedavmcnt ro 9zatl:mg limdz Se:L Rlrvl'ng UnJcdaymem ro fmm�g Shndsin d br.M W d InnJc Ssunum for F.I.Uac. Un:gn-BudJ SuLcammcnr mdud.ns -- rOJ Itcm°ve I'+nseny Cab:nn wJ Ceu::rcunp ®i I-.ylu:ny Racepmda.Sannfimg Ci'rturcz, C- _�Ikmove(inuring Srmcmm:md l:n:zhn A-&ShAC—formmdu Requucros Vef the Caka nml RemmxLnmzg Doer Unir/\(inJow Unrc Pancla,-udin/(bden,Savnn•,LFv Snhn, ������111111 Govimmg Md-Ilav:ngJucud:cnnn O cr des Vro 11 rnvw - .- 4O5 Rm:ove nvsang Xh5't'rim X 1_ 11.1 xonove L:uzng.\pplmnee anJ IlwAvpz and Ik6ted Lqu:pmmz \ d Plembm RhxxnN D. and R@S'I'nm - f_\vnine-lrthitevurvl.4lsvuc g. F3 xemove I:azm I.mduz I re:aa 1 P re C uon•Uzu<Unn/\mJnw Umr I S S ruvM1 l!hmn6 zelvn g^ �'I L ern.Vl Oz.a�ona. Poll-Bmalcr S ro Vvnfi•\(•ork:s CwrdmuzJ Bcnv '® S,LL:ue,Idl nnJ I+sund non 46 Remove I.ns°ng Radi A O for R ro lacemev �'cnR vrd CooNuutc.(y Uenenswna ` Proude'1'anperar'or l4munws Suppom.SM1°nng,ar Bud°g I4movc Guwng lVvmgroSubsmn 6] RvndveC'zung Craven Atould:ng q, geL day Uaoc Unrt nod llaNxxrt w thvt\-n 4lnruonnl ar\L•ni�.:\lovuui:t Qcurs:o La:snng _ for xzvsc.xo ort Iusang I 'I'rvn Srucmres:hnr nm ro Remain 23 emove lin:wng Min tt'nll anJ Ibundarwn 4q xemevn F z n Entenor'1-nm q J Salvag C:g Ec SM1u n d • x °S O .\zwcuzcd IInNw°ro MDE ISSCED DILO NG SETS _ Demo Second Floor � D GN MDE Residence D 1 .2 275 Grove Street Suite 2-400 195&217 Seapuit River Road Newton,L4A 02466 Oyster Hazbors,Barnstable,MA 02655 wwna•atua�n;gn.ea:n Infap,tmaaagrsenm ©romm,. PERMIT SET I Sheet: 10 nF40 -------------------------------------------- --------------------------------------------------------------------------- Remove Cvseng Cup U / ---------------------------------- ------------------------- 7� ' OEM ________ ________ ). Mnrl�. �,.rl�cxme,e rra ma '----_ ---_ --- it ]J Ili 5 \ :ll�1i Ih Rcma:nu,g•S:mwm - _ _ r. 1 �� O It' f D magc Dunng Of><mw - :I IJ . ill Iiemeee pn,aha anasnod,mg ;' t RI <J - - - ill ___ mNafrtrv,d Gable lsal l•omu,g % �\ :?l IL R - s, ---------------- _ - > ' __ _-- _____ __- ___ ___ A/ Nj74 rmrt+,Lm,ng ch—,fmm / N7.4 - DamageDum,gOp..ssmna �1 Demo Roof Plan ICY: DEMO[.ITION NOTES: - Itcmovc Ln,u,g 5bmgl<a and C.—0-a b Remove Luumg Plumb,ng pmure,5...1, iT=�iRemavc R'.J1,1>cammyand lvuslrs rnllew Rnry,ml P—d—F.,"1'cumg and Ru—I.h. Us—'Va6lammmgu.\sau:nd robe Suffic ,,forrl,e ]1 Itemovc)vadng Cmrtrem 5—.slabs,Renwog W'ab )I rosh-, Itemovc l:in,xlus,o Srwls - d O Remmen r,Suu:ngnnum O9t Itemovc Cvr nn lloorl:,e,xl,zo Sbfl— m D.m :m\Vh Cn, M rnfi.ng o and Um Axm UndAyLm M1-6 ahLvn Smdamm R Gng Wa urt.VI dldun,o+l UemoLron m,h O Da:gn-OuJd Subwn,nc,o.mduJmg ��'/i��� Neawav slab FL,n hzd Moor,SubRoozaM -LLueedoua�,\larcmla - '3 l R Jiaron. v .... / Luang Roof l:rwmgu.\.a.nvdrobc Suf6nens for do O Ncmocthm,cr O Rm,nve ramng r:enen end Uownsprn:ra O Rrnmve liznnng CnLng r,nnh mdman/N.z6cn P'ng gums,Dampen. 1•Imc rrnmmg I�ttnr Units\V,nng'I'-Snas Nelamd ligeq+. rrortaf:xu:b,g UNmca a,5en•:<c l:n:,y anJ fs:of 5rmerv,e Uenalmm Wah.Conrv<mru Agrc,nsdJe foe Vcnfym3 Remavc Ewa,Srvn,'1'naJs,Ricca,5rnn Rcmuve Lnnn Aaofin ( rvN anJ Remnax fzun Slroavv ti:Msuee.Curb, Ncmore..5,,\Iartn:J,Undmlal�mrnr, and of rmpcee;0v,h d-d SuUsurfiee CgnJn,anx, I.xunng linof rrvnmgand UpynJ;ng as RryunJ 4.3 1. ,6 g g.\vc O - .Cl D—,-am.Vl[kcv,u�I Dcrrnl:amn md, San g - hoer man Handm,l,AVLng,RaWz,erx,Camages and rmm,ng Undedayinenr[o Sl,nrhn,g Rcncl:Sear,IilocLng Undeelaymen[en rmm,ng Uev OuJd Subeoncneroe,nduJ,n Shmdnn d lararmn \d d)nude 5rmwrt for Wmrt We S'+' g Ogcmnve livmng Gan,nerry v,d Cnunrmr,p I�ghrmg 14cyan iu,Sn+tang•,Gn:vn. CIII Nemnn L,s,mg S[rvanm mJl�,niahm \VnrkS,C -Ibro,be Raquimnema afrhe Codes and O 14 ave l-s64 Done Uni,/\Cindow Un,r O linc6,.\wlm/\',Jeo,$avnn,I�FaSfi:m, -='J Ge mm Rod hlaavn dce Ovxr,h,s l+min ORuo Ln en lidd"1',:m tli g Nmac l_znring.\ppliv,ccv )took pz dltc rdfyu:pmrn, Lnm:ne Srtl1—.,?scchan:nl,llumhu,g lJremol Umwn:gv Remo ,g lan g' S and RhS kd _ '•W\Vork A Co-m—d R::dvicen:UI D,vwona. LI ve L an din I'mada,Itiaen,raving rrtpa I:xiidng Dooe Unu/Al—Unrt \'cnry and enn.danrt.\n Dm,nnwn. S.W.,Vdl aml I�eunJanon O.Ncmove I:sang Ruda.tone,R<ad:cra,Sl,ehzs O foe R,pl:reemenr Pmaidc l-cmponry nr rcmawnr S,q,po-Shanng,or Rmcmg Remove l� —gl'avv,g,o 5ubrmrt 6] Remove lvsong Cmavn.\louldng fll S,R-,Rog Do or Um,v,d Fivdzmrt va tivv Vo kln,rannN nr\'crtical.,\Invvmenr Occvn ra fz:znng Foe Rave,Rrnnve Loong RGS'fmn Srmemeea tivur:ueroliemam. 33 Remove nv:snng S:rd\lS6 vW rnundanon 4H Remove fx,znng Le:nor't'nm .O Salvage l5v ng Ezrtnor Sha,mn and ' .4wnrN Hnrdavart \IDE MDE Residence h,� ISSIIEDDiLkWINGSETS Demo Roof . . D GN Thwv..�w6rD.�D D1.3 275 Grove Snccr Soite 2-400 195&217 Seapuit River Road Newton,lWX 02466 Oyster Harbors,Barnstable,Mr1 02655 wva.nlddcsigu.<om wffi@nlddcxsrn.enm ©��rt PERMIT SET . Sheer:.11 of 4O r• \ O III ,;I III III III II, F 1'samg n r,agar I I I I 3b 11'r.\nrrm - - - Ibl .Ibt lo•D.Rnnr.sp_ 14i p lielna r.u"u' ➢mh rm c mg I I I m rWc .. _ III III O _-_-_- ro.11cr 3L'xJ4'alfl U.Rrvnf_ - .- — ,' •o'.e^:vaoo�hda cwdc Cone rwws�,/ _ .—_ — _ — I,I' —" I.,t _ —. ____ .__. t i'Dn sro Pgac rrnr CELLAR 06 o" .. . I =S r ❑w - III tv Dn..e'c Cone .� . 3� 1------- _a III ps-o ecm n.Gmee 1„ . - O III TO,- as^. Gnda, , Lr\5'f srD UfcA 9a' ' I O Ii, BASEMENT ➢G s Sr r / `•V . II CRAWL SPACE IAI III '.eQ - - _➢lie III Fit lieaag opnang. . I _ � III III i,i•\n'o coal spare. 1 caacmr Rxgmma Iql II,. F�Q I STAIRM / \. ..••. MECHANICAL - III. RQ GUEST RAI c aoz of Im�s ,II c.Wc,a sod.ml➢dwr JIG CL LiSr D CCI. —1 ,/• c S➢3.l 1 _ 11 CLOSET W3 11 Q KEY: CONSTRUCTION NOTES: -- — - Dls:snngfwndanon O "I.oavcvd llmrl•nmmg focllusL SM1mverlgmr" O •�Rnnf Dr`k O \DD.\Immm'• - Ne\v Ill Iloorfvun 3"Below Lmvmg Iloor)v:vri 3/xi I,Dcd w/I bddrn F.­­ - :\t.' :taamg IVood Sh:ngka Ni R E Conucrc IM1cr and rmmg 3/i'r& R.,1'u:clz,GWc and Nail .1 .S for Shmglc Nvhng Ousmk\'asrpmofand:\nv-I'naure\lembrane Shm - - GrDJI\4a¢gsmo➢ng Spram _ I,&—,,Sh,ldF .\LSnw/Rafim — 3(uJser(Slopem Dnms) Lunng RonfConafmcdon I¢Rtt'amr Shaltl roll Cnvenge _ I-sueng Gxremr\4'nll TJc llovnngper SrlaNWc - f,mM1N Cdlmg per ScM1Nule - 3/1"1'&C Roof la,ntlz,GWc and NaJ ' " .\ccess Cxnnng Inmmr tt':JI c BO •"f:k over G rsvng SWL•' O •In+ulnnon" - O IbervN Pa i Cuzring Cascrcn gals 5priy foam lmuLsovn ar:W Czrtnng O Nnv±x6E nor\Nall,16'O.C,IninlarN ` - \Wdur/ThmmaRegJ 6or PoL ll.Omnem Rmf Rafmn II«rnd_ - - fde l:loor per Schedule - G BEDROOM UEST Al Luzwg Nra h Inscmr\GS11 - OL •nafrcn.md Ibdgr rnmmg•' WI O fAxplacc O "➢uJr up Subflmcro Cmrdiwc+v/Sean•' Venfi•Gavng F_'asd UpSndcss RcguiaA O \e•v XovfSrm msm l awing 11'11c fnmmg and S M_ - /�/\ .. (VcnF Lvseng rrainanS:aM Upgrade as ltcqu:ad) O ••I:wwng Rmsfing AkmrN" - O RaervN _ �%� _ ® Dwr l'aS New Dmr gswvad(IhmWmv ae 14q'd)gum and 4+•d GM1u aW Nwl C.N:ac Rcpmr and/or RcpW re ss Requ:md O O FmnhN Moor AssonblY pn ScM1Nak Including:\➢IbshmS,Unticdaynrnr,l'ssmcn - R«rvN Umr'lag.Reuse Ivsnng/SalvagN Umr . O ••guiloop SabFlmcmG F_n"a/Ilxizvng Sttena Ilmr'• O •• L rRm(gnL+msl •• +.e• liwilud OPvaw'S Sac lasvng At'1'Clal_V Fbof rnvning' d.-13 mg a'ooJ 9amglo,'I'mds anJ➢end N O 3/c TCwsungl'ram h,Ga dNc1 Mgiad 1—\➢rcaamr \t5ndoa"1'ag"N�v ttSnduw,'rmipcmd per Cede 3/i"l'aiG floor lSmb. 'd)S Nail 3/e *['&G 1—f1 full Coverage pyxvmd(ITickners as Rry'iQ Slam and lcvd Gluc vnd N:al l/1"I'&G Rvafl':uad,,Give and VaJ. ' + 3"�J t—Om— w\Vimndda'rl:g L \4'mibav • Ilwze Lwswl'loor brawnmsd Subgemr•• O � w Rgm O rP eBemPan rrM1nndund 4 rmg c 6-cSaba od UpgndcmRq.— SSJw—eRnNn,ddfiu nGlc�tneuoA�4ns cnr•n mnmna UDl,namdo,urIn)lm mmwbcamr ramr _ x:v.ls Ip^=r.m ® - r:mM1N limo\rmaNJy per SJsNWe O O 0 0 � O ase 0 1\ppu 'n I, O tPPIw Gmw p rsLlsnwrfmmin a/or rarna O terse g y N r4'ood ltaar OrcA aunag 56L'• It cmanN soarm s ➢o w�naoi.Wrn - i^s s+^ s nm,amm Td."\t'aIlll oeLiv/tt'mcipraogng liipnamd\t'aod fbar pu SdicJWc ]'Wink Gmnbel4riuung Pliunbing'I'ng Q l9umbingG song TJc per S:hcdulc - tt'alkrtt'mdowWCR O O "➢uJr-i:p Sublloamver l]rsriiag Slals• - - ' Spoa I]cwvon ,•In I:l l••nsidamnnr.\ L amg Cmcmm gab Spiny.— Il licznng li It.—axpvaN \'apuc➢ankr Nun nad fkorfouq UpSnde InsiJanon ±x In 9rgscrs.9s.m and Level xwu,ataxrr 13:rrvccn nmrdoan m Spwy roam >z flwr)wra©tc o e aa/ckraa Ceg Insuluim �a O 3/i-'I'AG 11oor I*vnks,Gluc anJ NaJ ��i UuaJ\kaker O Smebe Dcimwr ••Inwlnnois" Uumck 3[rmbnmce Slsrcr \v/ Sp y1'om lruWma.v.Vllssong l:rscnor tlJls '1Tmasz ue cOo CO Dcrcnn. OpmN Dumg OPcrasronz TJc llmrper Shdulc Inremrl]cvmmn..\lartcr O Heir Uertcmr - O Cmncmcwn Nom O G Iwusi 1'an ' \IDF_ - - ISSCFDDILtWINGSEfS Proposed Basement D G N NUDE Residence 275 Grove Strect Sultc 2-400 195&217 Seaptut River Road A1 .0 Nim on,MA 02466 - Oyster Harbors,Bar❑stable,IV LA 02655 - - - �..,ildd,ign.rn© n�c�ldde,i�twin PERMIT SET sheer. 15 of 40 — -- — Gong srmsud Colmnn E.J,nrc,µcpw and/ar Rcplxc, - . �vnn �en.r Iaisdng Dawnapaun vnd sWamr Dmnwge sy,nm,Typ art• I yap r Ev—R,-and/o,R,p . ]uLm,ficq U^">gc S4ucm.'1')p III uvp�•e, ( Gnvng Downspoun:md - II ' III III - 'IP Ne.Pa - ' O ICI O III m ENTRY PORCH - \ ®i GAfQ�L}1GE O O 9011 O O �HER CLOSET D.­,­ O HER BAT1 Ow Relornmd Ne s nl Pe,r 1 Reusc fz t nD.­,­n p c' } (or N Ilo f.iLave owg stmcmN porn, or Mph -d,Nrn - o ([ III Cucu SoutL LnJ for Ncr Mach 1,sang w ' 2 0 1 .lc D pour m.latrh III AsuctuN Column Imvon 1°n P P[ 4� = ti 2= I Gnvng, anw/ I� R..r ev Dv,z l<,f ��• Guncr andd 34.SWawrhre Dnun III � O ENTRY FOVER yi I i Ncw Amcmnl Column ___-101 -\Y ----Hnli - _ -_ _ IN _ y_I.I MAS'IERHALL OWE TUB-TUB — - }%t OFFICE 4tiddm 10 - II Gam{ s 1 LLD I 116 PRO ILS c 6 -- _ - {o•< - f SIDE Y P C 1D6 O Im 'I'--tnitr!3 01 G 907 g ' _ LINEN - 5 107.19� V ,v d ( ni > I ITaa• -' Cab,nv �"[ Nnv::\Iml Hndrway Daor rlD 4a• { _w ]75 REAR LL �(-)x-n, 1�• 12 OO w.IPn RIB.I - 105 -r HIS CLOSE-F xrml mg LIVING ROOM - 1 t12 TO�HI I _ CL S:.R 3- SIDE U9 C.1 °n .. FrcPlae 102 - 'I v BEDROOM 0 ,; r+p•� I �Sof6t.\Lave �� I 108 Greng CN;ng,r x t gcador I I _ - BL P\Itf rta,Tutt xoortl ns,_ _ s I ammg I .I _ BATH s1+ONLx lly I IDx B.1'IH IU, I ❑.wong PANTRY J 1290 / --...• - CLUB ROOM ;I x - e 109 O Cmrd m,v/Inwnor❑evtmn Dwgs ' I '9 r ... / BREAKFAST 6 I 103 O 2 6 O , _ \+ _ 12U Iauzh CcJmg - ' V�r�ud CnLng� SUNus $ Nnv Dmvnspou,m\L nh I 'ILmyhrar _ I _ I .\Love I O IIB I I'axnng,CenNwerc O O O I I C—STER BEDROOM I L \ Cu,mrand SuLsu,fi<cUm, I - I I ll7 I - ' L ::' \1 IQ'TCHE O I I COS I — Dair 21 I _F ___ _ _ °\ I ST IR PR ri' :� - " $• /�• �µ,plarx md,Nnvm I .. I. . I I ST RG � \a '' ,learn'l mdi wv q �vlv (3)sera S,onc l.,.dn r fi Dm. 1 ---------_--'- \ . nx,m a rnnh rap and Sdcs / ' � �.Lvumg Deer �Iizumy\'wJow •y,Ixuong Unn, IL_ Y Smnath Roved Copp,: ❑ ' S` Uow sp ra Lc Hau J - - _ 1 d Ib r\3',ap �I.l I•<"P.wy O - O O' O. _ TERRACE -tRrmngTrpnrpg fm _ _®-� y —SC EE 11 IRCH ___ _ C µemavepble reed sc,ren - 900 - UV so,c Bcdmorl,CJr>nnce 90s_ ISnd,wh swmgng Doats. "1U�' V Lavuing Coma Prmag KEY: CONSTRUCTION NOTES: I r Ad t3•mJ I'nxr.tc' , _L_ Z 1 vt SCR1:LN PORG19xi O Foanng l•nundaonn O "InwaN lgaor l'ranmg for Flush Sl,mvm Floo," O •NoofDec4'• OS --- -•,iDD 1 r _--L_- T - _ New I,Vl.Idoo,Jersrs 3"lielmv Lwawg l'leorfmrn >/hv 1pe Unk w/II.IJmlvmen dlnrchL g Vaod Shmsl¢ Ma rfrcd I Nnv RanF.Cancrtm Pwrand 1'aanng 3/4"1'&G 1-a.Panel,GWe and Nod +�IT Ta.a Sk_(t,`.,Ma Q l d) 1 Ilo nd Suapp;ng fo,shmsle NwLng - `.O• Dum3 tVhrc,pmof and Nn pmrnuu Mcmbnnr Sb- LPDAI Va,erp,vofmg System 1.VemN smppmg Ar sn /xafb n - Vau CeJmS - IuJx(.il p Dw,ns) _ Gswg RoofCanstmvnon I—tt .tec SM1wldlWICovemgv O1 - , � I FN.+e.ma I�inngL nor_Rhll - Ikll gp Srl Nule linuhed Coumg pccSW,eJuk 3/1'1'&G Reeflh ,GI.-dN.A Th Sd, O O ' '•Insubmn'• RoervN I GREA•IJROOM - - LvsrmgC mSlab ~ spnyl mminsWanan u:Vl Le.sung Nrn llusLTl,msLOIJ Stone `k+v 36 Grvror Vall,la'OC,InsuLvN ,\IuJx,/Tlunury Hry'd for Pm n tJ,maon Naof Rahem O g«� - - r O I IjJ / c I 1'rk tbor SchNuk 1 i :VI .,C S SCRGIN.I'OItC11905 P•* - Cur ILwstmg 14vag as Neq'd. Nnv s lnanm\VWI O •'Ra6en a,W I-. Framing'- O O "Bu3A Soh BoormCoorduwrc w/Sours YNfy Lasnng Fnmwg and UPSmdeu Nclmmd R,xcrvN - Ie Ixc Nmv 3'SmeoA xeund Nrn RoofSeu Evsm, 1 CFor,an d5uL0oor 1..& auc V Lc 41omN s (Verify Gvsong Frvmng and Upgrvdc as Rnpum,0 O ••Grsrmg Rooting\Iare,N" O ReservN - InuJe pvu\Vrip - � O boo,'Ag.Neer Door Plywood(nu,la,er,as Iiry'a)slum anJ lxvd,Clua tnd Nvl _ Evaluam,Acpurr and/m Repla¢as Regmrcd I 1 I fm,shN Moor:\zxmbly per Sdxdulc Indud;ng:Vllluhmg,Undcrfivmmc laasmcn Off- µezcraN ' - _ ____�___ _r_____ Z___ - O ••BuJr uP sWaflonr ro CaoN.nuc w/L'arm,g Sttand floor'• O ••Ncw Roofing 3luenW•• ' O --- _- - ^za• I.m,LN Opsung errs Ivsmg 1:11'C3JLN ItaoF Fonung \(etch E--s¢'owl SI„rryam,r h and Olmd * 3/TTLwirmgFmnmg G Upg,adc asRtyrnrcd) C.-r-r D„vhm N Q Vndrnving Nov Vmdmv,l'vnpemd pn Code 3/a-'M(Mii, Pv 11,M1x and NaJ 314-MG R..f FuO.0-- O I O E,:,4uG µryvrand/o,R,pkwe - 'phvrood(llurl.netav lteq d)Slum mdl.ncl,CWc and Nvl ]/a"1'hG Radfl'.u,Wa,Glue and N:W. I I_vzry Dmvn J O tV(nJmv'1 vg I4pheemmr\\'mdmv,'1'empe,ed per Cale Iind,N fiver.\sumLly per schedule 9 'f"u'n nn - - •sound Ncdrsren ----------L------- --- sub,u,firu Uninagv$Isam,'1'yP V:ntlmv'I'ag Isnnng\V1nJmv _ O •'14vseL im,g llanc l'renmg and guLDoer' 1'maWe SounJ Ncducnon Undcday+nmtar ---------------- 1 Proposed First Floor Plan O Vmfi•F ntmg Pnmmg dUpy dcm 4gmrcd 4WI, C I.,Rehmd Pmrd,cd rficc, # -I gD.nw.rs an verify Lzom,g SuLflmcmd Upgmdeas µgWml pmvde sound Ga -a Doorfadw �� IrmuLd llmr:\,xmLh pv scM1csWc - O o O 1 I Drmcn,ron O '-UngmccmJ\gowl llmr Ovcr l:vsong Slab" ` 8 O l F'r 4Tlru,a Lg O MPluma l'avrurg O PSLSWrmlms.g v,J Pur mg amgDm x In S/8"DurorJ<w/\Vu,gamafing fiipneaN tVood hoar pm$rinMWc 125 rh m,eM1 l?9 0 19wnlnnglag O PlumLmg fxnmg lik tVWlpe,SrlrNWc Nn.'rmn,am asnaaw,Abavc -0- - •&uLup sabeeere,�r ea,ar,g sob.. Gunng Gumrnt\l'u,awvs 'x Spar lJcvncwn O nn �nrularmn ar:Vl fv„w li, N O v dog Cmcrem slab - Sp Y 3 Pos Vymr Bamcc -. Prm 0omds and Iloo,Jm,n.Upgnde InauLumn ns PT SlegsegT It O..v/ Scr,wn.\lahcr 6 v,cn lloorJean m Spcn•I'vam L lloocJwn Q-1,..G--d N.Ccll huWsnn 3/a"1'hG Igonr I'.,nlcs.Gluc aria Nvd UvJ.\lad<cr O ..L.Derccmr Sp"InsWv,en" —1,R'nrcrpmafmrJ.\nml'mnum\lunhm:xe sheer vy FmminnJavon at.11l lvmm,S•'liicouc\VW" 'ITwct °ei eOo CO Detnmr OPmN IX(g Opcmnons '1 Ja lloorper Stl,Nuk In,mar lJevvvan ifaa:cc O I I,�r Derttxa, ' O Cnrulm,rwn�atc O L"zLaust Fv, MDE - - ISSL'FDDR-WINGSETS Proposed FirstFloor - . G N oor D A1 .1 MDE Residence 275 Gcovc Street Suite 2-4W 195&217 Seapuit River Road _ Ne\vton,NIA 02466 Oyster Harbors,Barnstable,MA 02655 PERMIT SET sheet: 16 or 40 r------- --- r.• I , --------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------- -------------- ------------------------------------------ ' SL,p CmLng _ I STOMGE� - . .. T r LANDING -- 2080 _ a ` 20L1 Brlmw < _ CL ! g ♦ 20].l. ` Cu)ram N<wd roar __ __ ___ ____ _ _ V. g Open ro Bclew _ 9opN Col.$ m A I' _ SbpeUa'Ceamg - 2 S IL, III °O 2 .�� --------- c R n.WeR �' Nnv GUEST Sr1TING bet Lu GUEST BEDROOM q al rN CNmg 2010 2030 `� BATH r .Wm � C'/,.J� HALL 1Q - a: Gu car �-�] L""9s� -_- _ '_ _ ___ _ _ _______� _—_— GALLERY — 2 CNm 'P' Lx�sang Cvir CxnvngG r \ ' CC cJnu n`rI c6a 9opN I VCacvlb�I'da_�I� - rI AIIIF'aNlummadI1I ROoaasm oc D. l'yI uum,sg S--ll— CL Gh Sss? CNg GA-GEG013 :V 0 A1'11207 AT 02(ke LmdIII 5 GC-bm , F.l - I I ; ec CLOUD LOFT' - - ' Iv 206 uRcu U.—(+)0-3'� ______ ______Uv _ , . U / Shmgk Ilaav Duce. T ----- - - --- - —----- _ / Ncnv OuJr nCapper Cuner - Inxde5lunglNWvlmgforDcunagc - _ Issmg WJge.above � / / /'f _ Bcloa ROOT DBCI:9?t •C0.G\rIWOTll3 � KEY. CONSTRUCTION NOTES: , Sl,m-<d Wvlm - - - i b'I 8 OL•axunG reundavon O •Loaned lgoor Frunmgf IMhSM1eacr llmr•' O ••0.mfDcd O ••.\DDU ' f------ -_" cw LVL OcocJonrs 3•(44 I.surmg llmrJP,w 5/1•II IpcDM /Ildd 1 cn - Tlatdif g\4mdgl mgkf Hollec Door klvus�ng ,`OI NL —f C..—Rcr and rmnng 3/1'l'd.0 Omrihncly G4 dNul +A PI..p->ktp (- \I,Q—) I.\Ilo' HS- g for Sh ogle Nadmg , CancdNmShmglN Rvlmg Wroc4 wue,pemfand\n I _mrt Tlarlbmn<Sheer GPDTI\Vvmrp fing Sy UVmriol5 pp g\0gn a/Raf,, Tludser(Slapem Dnmf) Lum,g 0.mfeunnnumon Iceh\C mr ghmld lull Covemg< Isuung f.rcmc\t'�0 'rJe Hoemgpee SehNWe _ IinuhN CaLng pm SJ,Nu4 3/a"Id:G ShOdiiVl CGWeand�vl - rsidng inrcoor w:� OB "TJc Duet Chang Shb" - O •'Insuhnon" - O Res<rcN Cvznng Concrert Slat Spnv loam lvvlaoo...All r nng O_ -- -- Nrn).z5 Emenor\Call;IL"O.C,Insulamd Ttodscr/'l—=of Regd foe rm.ll Gkaar.u, Rmf Rafien - O I _ 'rdc['laarper SJrcdu4 . Nrnilnrcmr\Cal '•R.afmnm,d Wdgcl•nnm�g'• Ov RnenW O •'Boar S—c1mrm CmWmxc a/5rurs•• O Vrnfy lgmsvng rnnung aM Upgrade ns Nequ,md Nov ltmFgrmcrurc tsfmg.\i'1]C rrvn ngand Sohflcor O f .(Vevh'Cvxmg'—a and Upgmdc as Reyu-1), O "L ufg 0.00fi„g Tfarmd�• O W.—m - L - - O Dmc'1 ag Nc+v Doar Plywood CD'dmoraxftN d)Slumand la.•<L"GWevnd NN CvWuuc ftepurand/or Rephx of ftequnN O - F�nuhN lgaer:\zmmLly pn SrM1NWc Including All Flnsl,mg UndNavmenr,F<zmcrJ Wee,vcd ODmc'lag Wyse C vmg/SalsvgN Umr --'-'- - - OU ••Ou�lnup lVILImCvo.dmnrc.v/fix�song5eeond rimr" O ••New hoofing TLrend'• _'. Iinulud Oprn�ng gut . ( g1:1'1'CIIGN 0.mfrrunmg Tluch l'snmB wood Shmgla'I'mW anJ BkM N O (\•'<nfy fpmng Fcm,mgGb Upgruleu MN'sed) CNacBmdw - \Vmdmv'Ihg-N'rn\ftndoa,'1'anpc,N per Codc ]/1•'I'SG nmr ranelc,GWu vnJ NaJ Iceh\V'uer Shmld,roll Cmenge OE T.I,W 19—A xr nz W.q'sl)Shun and Itvd,Glue and Nul 3/1']'&C Roof ruuaf,Glue aml N:ul , \Vet nr\VSnJ,v'I' IinuhN llmr.\xmmbl nScnNWc dmv'1'ag-Rcplacamrc n mpcmd per Code Tp , •.Sound ltNummn•• ; - ; - WniJow g'y1 1>isiing\V,ndmv ••W:uu Beisnng rlooc Pnmin uW SuM1Ooor•� I'mmde Sound Redunim Undeda enr ar O Pro osed Second Floor Plan V F I using rnm rag and UpgMc R gmrN wW6 and CrsLng B h d 15mshNnSur uc, u_.________.R_-- %C___________� 2 e k 'n }naming Dimuuun Vcofy lssring SWseborand UPguJcuftequimJ PmudcSmnJ Casket aeDmeJaMn SC.\f.L:I/a•=I'-R' ® r,nuhN lionr.\—I'l,per Sd><Wulc ___r_= F--��'�hmrn D�mm�nn O O r ppnremd ama nett oomrsdngsw . " � '� "Illc ar U'Ale" aa,mng slab Q AppLumc'1'vg O App4m--, BLSmd rnmmg and/or ruumg Tlo�vum Bamcr .1__________________ - 5/L S.d V lr\v/\Cn dj-:.g Ung,n<cmd\Vood llogr pm SchNWc Igmwmg'Iss O rwmLmgrang .r,4 a':al p<r SahNule . . Oc ..r.war,en•• Q ••OuJnap smnmr nRr rang clan.. . Spot lJnnom Gxong Concrtm Slah - SpmT leovn ImWaron u:Vl lasting CspoxN V:gwr Buoy Wm BoaNs uW flr»rfonn,UpgnJc lnsWarwn -<,--,J.-Slum and lnvg se<nm.uancr eem•<nn nmrJmnro spay imam alamrJn.n©Icoc w/ao«d cWnnm,mmn - _ }l+•'rare lamrla„4r,cw<ana NaJ - �`-;DmdTlarkn O Snmkc Dcmmr "Insuluron" Uumd:R'amxpmof nod.\nn�l'mcmrt T(cmhrm<c gM1ecr Sp.,Fwmimuhrmn u.N Lusvng Lxrcnor\C:ah '11�war ve eOo CO or— Op—DumB Opennonx 'I'Je lgmrpm$chNWe Imrnor I�evaon.\ladrcr 101 blear U«ccmr _ - OConsmunon Nom �' L hnuar I:v, MDE ISSUED DIL\R'ING secs Proposed Second Floor ) D S G N m�<a,W.r MDE Residence lt.W„ A1 .2 275 Grove SDcet Suite 2-WO 195&217 Seapuit River Road ' Newton,LMA 02466 Oyster Harbors,Barnstable,TKA 02655 - svw•sv.nlddaxign.aam �,feon4tdax,ga.mm PERMIT SET sheet: 17 of 40 I , n �_ -_ ________________________________________ - ----- O ____ __ __ � n E --------------------------------- ® 3� z� ', Ilrg zp 3 a a I _ 43 ............ ....: a a - C3 0 a 3 F w n Ty ------------------------------------ INTO a ! F i 3 5 wi - - y o ° _ 2G e c Ali�. ism O. IT A oil a oamc ��b o o 0 0 Q o � G WIT 8 � 4 n' S L � w IIL � o , ��- 1aa- Via: ¢T �:ps3���.: �asa26 a=G' a-��-�, it He.P Eon^ a l 28Pam� g8? , U � z �3� a Z 1 4 Q:�I ;^8'w eer� Q e g � L "L O O " 0 O O0 O O � I�3BBs�wU - �80m 85a%w H, w RSo kS F �y H 0�000 E E� 0 OI 1 I 3 I o Nnv Bruk M mnq r =_ cupnh.v/gh.nglcJ Ranf r J nvilnng c - _ - __ ____ "__________________________________ _______________ __ _ _________ __ ___________ _ — —______ _ _ ______: ._ ____ Gunn Vcnov Gable Gd, __ _ ______—_____ __ _ _ __ __ _ _ _ _ __ _ _ _ . g ______—________ -- _____--_-_----- -------'-- = - -__ --- ----- Rep N __ __._____________________.____._.__._.___________________,____._..swC,y34SClnjl]➢T=____ _ ___ _. _.______ __ _______ \ew(:wccviCP�m.,______________ ________________ _________ My�y�o Duwrts- __ _ __ —______ ___ Tw�U _ _ Ros __ ______ _ four__ r_ - _ _ _ __ _ _ _ _ _ ____ _ _o.JSuLyrfay¢ tcnr__ _ _ - _-- - gbCOND flop fm n — _ lilt Go caw\cc sla for Roxc,lyp.NoM�fJrn,mn, EMmm,Repair and/or Replarc .—— Ra,e Cmsnng Dmvmpoum ---.—_.. - pM Lamrc for Rose;'1Ip NoM, Cmrtlinarc w/lxndsvpc Amlurca Exrnmg Downxpoun and or Replaae.ntl,Nrn m CooNmarc w/Landuape A.],—, Subsurface Drainage gnnm,. :tfamh Evawg Proposed North Elevation ¢mdaarc.xepmrana/or Reph[e - - r acing cocker.luanng and r - - End mChunniy - - . Dccoarnm Copper fmnl Nrn Bnck❑mm�cy a,teak of Conn�l hoof mJ fluhing . Damond rartem a, X�-- �{ f = _ _ _ - [4aryumgi.ti,lcisd -.--- Owra L v {hove R+diur t — _ ( �� _ _. -'\ C mIN - rvolialLnilmrcn' - -�. IILtI -- -�gIyJ III b- _- r I �—� Dcrann..Bndcsx I_ (11_l. _ _ __ _ - n " ksm a -II _ _ = nnJ Subsus6.e Sfa[m r'rF a P—de Ad,.,.Sh—, eSECCOND 1100R1'u�l oar i 1 ,I f rT [t7� - __ __ _ _ _ _ - _ Rnll'U"r3___ _ _ 5(:CO.\'DnAORrl�n Ilonr _ r' fin Noof,ndGwcc AL _ ,LL _____—�_� __ ____ _ _ Irl ITT ) )_ r11 L L II Ll _- _--- -- "-____ __- - :_ --__-- --- ---__ ___-rr- - - --_— _ --e a- L- ;I_I - - punng pprn non, 11 :md tt'dl1#1 I'cu,ung:Wovc t G L nl i i �a FS.I�ri _ T in, p p k _ y ef�IlSp-0rL00R Y-D711-r'fin floor IL - I. _ i+_ ' b V - ;.✓ ..:... -.�1 I'I"If.,.., .. r III 1'ly�l r'I l _ r fnn.rERwtcE ooa fin n I hRRACL ow :r . [�j�� SnIM crmlm I maa,, rN laaice 1 p R pn, faoMma¢ R[vae Cvann Down 1�C lime 9vnglc F.O.Ded rvnm Rmm:ng lVaJ � .nth landampc.\Wunu or Replace wul,:Vnv min - wr\vmdmv\rdl � alaml.L:„ws � Itd.\:ek sun B\Sftll:Vf SL-0, KEY, CONSTRUCTION NOTES: _______ nvRoofgr rmm loin g41 do W,Jca Proposed South Elevation x d ,p,;ran/n,R[pinar anng Rmfing axnyrlma O w:,ernN u_ ♦____ :md 9nngN, 5C.\I.I_t/!'=I'-U' ar z car Irmludmg.\O llvinng Undcr6rmmr,fvxrnm 1 1.1 1 'I Ne^'SuI,mO Shingle,t4film C[dar Sho,gla(No 1),l/'_"'4,n> O .CL h fasun hin find,acid Bk:N - J �[Ls"'1\T l:spo M.\('oven Camcn.Random tSdh gb Sm CNnr Brenhcr O Daor'fng-Nrn Ono, - i<Nrtt'mcr f d/t^'C&C—Rao Ix+neh,Gl-Gluc and\aJ fag-Nnv� ..T—pl pc,Cade CO \pD.\hrmarc" " O \Ymdnw'I'agRsTbmrcnr K,ndmv,'1'urgmmd per Codc Tlnmh lixnong gl,mglc, . Iz Ilonzonnl9uppmg O R'mJow'fag-C m,g\Ctndow Is\'cnmal Snapping a,Rahcn I<oht4Smr 9udJ fu0 Coverage , f .r nming Dvnmvon CtSve IS,rtm 3/i^'1'hG Nanf Ihn[Is,Glue and Nad I --I 11n:sh Umenvon Sa.v:foorh find Cur O Re,esvcJ m m O"�--sttmn amd[r ��1 nara,r0„o,./ Rr,r,v<a sw:ro«nr acu< O . Ueeul.\[ader IJ.J..I.IA.I.IJ. - Rnervcd can--Norc l Round parmm Rnenmd - \IDF !SSI:ED DR-MING SITS Proposed Elevations +D I G N MDE Residence A2:1 275 Grovc Srrect Suitc 2-400 195-&217 Seapuit River Road Ncwroo,KA 02466 Oyster Harbors,Barnstable,MA 02655 .rmn.nmab.�6.cam k,ra©nlaaax�gn.[am ®m �. PERMIT SET I Sh=: 19 of40 w , A____ __ - - NolemnS Gable End ' c.abmre,Itcpvr a/or Repinea 0 O �m:ngce[mn.'ryp 4 _ -I C.�Imre.Rcpnr and/or Rsplacc and - __ " `h 1 � - - Sunsurfie Dnmagc System f 1'IgSr FIAOftlm llms______ _=_____—___ _ _ _ _ _ - pm 11 PRO&MN:\DE Rd.zel:5kv[ - MVerifyw/Landsmpe AN,vcc[ tpe'1'[vdx,9vngld Ree Ncw:\kml flmdsway Door . fin.tl.POOL OECA 9ungk P O.DcA: - F1 Venfyw/LanJ,mpc.Wsrzrer - Proposed East Elevation . New prcE,bnmrd - _ Cupola rv/Shmgld Rmf �?�?�; - - _ - - - --- - - 9dnva119vngks a[ O,cck\Ale.ryp _ _:_ __ _=__ . _ C Tina Inm, - 1 'n.Gable GJ - �C J Downs d-- Exc so�emr \p,u - �:CO=DIIDOx }t — n en . �g wvnapouo p, pv Ff (� � frJ' _ plRsrnl vox hn pivot_ I 1 L n 11 l _.rl'.-S11.. l_..p1E_L _ �li'LI I FLooRi Aan .......-- --- ------- - (+;Ihd\Vn�id asnsb h g/axa 1pu Dcck - dFtF pp ' - w/.\m„mn ana Seunxks w/Pmmm rrm,a 1. LrI. L I Ill. ® .I.. cmmrcR�n�nga•:al --------------- ----------------------------------------------- . Ipe irtvls.IkJ.\acl Rucrs ."". 1, t- �_I for w:nJow\veu -' Rd.\uk Rna)emr Skirt B.\S1f.\1GV1'Shls KEY: CONSTRUCTION NOTES: - Proposed West Elevation ___ Nnv Nnof9mcmre,I'nmmg,Sl,nwg,Undedaymmr _—- — O End.sRapm rana/o,Rcplxer_,unng anngng ar Regm,ed sduJmg O RcrerveJ In :\d llail,mg,Undn6rmcm,l'axmcn 'I'�"�'� Ncw sWonll binnvfs.\<ulrt cdarshingles N^.1).I/r Unn:. OB —h lsuung SRno,I—d,ana 84„d 3•'1'ry.Epam,c,\Vovm C—m Random\V.dd, c-,R—d,er .. O Door'1'nS-Nnv Door Ice W.—Sn.d.I-vll cn cryyrc 1/1"1'h,R—F R-1,Gluc m,d.Nvl On \4ndo v'rag.Nnv\c'mdow,'I'cmp—dper Cadc O - - - :l O \OD:\I[ema[c" \CSndnw'ng�H.cPlacrmcm\tlndow,'l'cmpc,cJ per C.d. ..\Imch r:.,.ong Shmglea to plen<ond Stopping Oe C'mdoa'I'ag.L'ismg\C1dmv 1a\•carw-J Ic 4\t'a,cr brrapr Ruficrs _I avcn Cgc— I'm- r---'^�--�%I�nunmg Uonnumn \C`ive l'am:m ]/1-'rhG Roafl`.mele GWc and Nml ' 'r--�""-�Finish Uimmsan Smv�l'ood,F.nJ Cu[ O Rocrved 14rtm O Secnon.\lnrkcr Tf'FF�TF Marcr Rase w/ Nescrvd -1-I-1-1-Tfl S,sv=foods End Cu[ O �� Rcsmzd F=}i`-i Ocdl:\laskcr "9f-a Pancm - O pacn<d \% Cens[mmmn Norc \ —d rmmm )IDE ISSUED DILM'ING SETS Proposed Elevations MOD S G N NIDE Residence A2.2 275 Grovc Succt Suite 2-400 195&217 Seapuit River Road N—ton,MA 02466 Oyster Harbors,Barnstable,NIA 02655 - - \vaay.nlddcs�Lm.�o Fo©nIJJcQgn.aom _ PERMIT SET sheer: zo DF4O S,mrmd PaR. 5rr 5r,aa.ral a.� rW hood ro,r\vnp 1rr, Boe,om orl>Qar ..\munJ Svrvnl roar p .v/Icsh1G'arc�Slucld . (_•)2a10 rr, CBSQ Posr Buc, . 0.anag an 1'O Conc Prec / prr Sn,gaon 5pra . - Nd-kBunJamrslort, ' .. Coune w/sru,Raen, • - Scc lRcaanon, - ' 11-5hN GIUDL 6 . la.Ua R Concnrc Acmv/ . +_ Bdl Fomng Q v-o•Bdow rm.tour bn: 6-copper S.W mn�dr shop . s eb&mg kr Fmd _ . :AleaMrane PhilJnS - .. Smp Bloch f-Roof sh.sk, _ - '1'u&Sh,,g Uoda Cappc, CONIGLROOP CONSTRUCTION:' - v pin:d hL,N Bx,c Cc&Roof Shingl-h(nrch Czuhng u - Ic-.-Shield,pug Cavengc _ _ ------ ]/J'Tw hBQ ICOC _______________________ _ r_=_-_____________ Qs T SpnY _-________:__=_________-_________-___-_______ _-_________-_—_-__ Post and Foundation at West.Porch 906 2a8 f1 -nw/SS CI ua\nd.an. _==---__=__-______________= =_=_- ==-_—____-________________==_==_=_-_-___=_=_=_= 14 __________ _ ________ ___._ ___ _ ____ ROOF CONBTRUCTON - ________________________�_______ -.�_ � ('eJar Raof5l.mglcs,-,\lacds'l:vvng 1 _ _ _ _____ ____ _______ ____ _ Cedar Beevhm .. for luc at CovcJ Roof ______-____-_____________ _____ _____ _______________ i1 nlasl d » ]xJC k\ ___ _. _ _______ _ __________ ____ __ _ Itch\Taz Sluchl,l'vg Cuv(ngc mw/1�/2'LD 5/-1pa Deck w/[ticva "PP Cu,ved wen w/Chpr nr find _____________________________________=____v____=_______________ ___- ]/J"T6G Roof l•anels.Glue and\vl w Franc-d H:Jdcn pmnm S- d ofloury$¢Srauaud Du gs __ ___________________________________________ _____________ ____ �B Qa t."O.C. Hue'OC(�Rau, ___ _________________________ ____ ____________________________ Spmy Faun ln,ulaaon ssNaaci Bays _ _ __ RR51_PLOORIrm.llonr ]/J' d,GRmfldI 1 Hysvood BlocWng for Hare _ __ _ _ _ ____ _ _ _- __ _ _ to Srappmg __ _u_L u, Glut and N h Aiek Plnrc ar Pen w/C-c Ply 1•+dn for Nmlcr ---- - -- - - ---- -- - -- - -- -- _ FinnhN C dmg p-sd-m, - _ F.....ng �m rl co.c sw-food,sh.nglgC- ro LVL aa,n -- _________-___-__-_ Hon, -_=r_ = 1_--_'___-____ Coppr,odp lu,hmg wi son w,m.s«HmGana ( Coppc,Onp Pluh:ny Slungk D,a - PNW-dw,ke, F-GRAD[c Ild\Oood Ennbl- ,Ia.(h Exunng-fi).,A onbly S L dseape A,6k- SSMchon,� _ :vaMbuCnn,al xmF -d N.M-of Compare Sec gnuaavl Osv® - eon J` _a .`t I'd 1A Skirt ILockmgv Rryd - J IKrERIOR MALL CONSTRUCTION: n / ' DoorHndcn lramom\45ndow Unu far Ca NBeam � Cedar 9unpJas,S«Oad-mom - 4s4 r1' ' - BndboaW 51b 1b R I'c1,h TM.BuJdmg\Vmp Conical Roof Framin Detail ws -ds hnd,.g East Deck 902 - 5/v mSn®m�Qsn,J i.2i sC:,,r 3a^-r o^ scALL, o•• o ® nor Fm:sh prr i-@ s' LANDING BAT14 •--- 208 ® BAT :!"I.H gun=, - 1 Uo-or par ScllNW c - caved G\vB GUNDRV 125/REAR HALL 124 Fleen SS i d: u\nchnn, P,m k Vgym fd - 1'Jc Moor per Sdarduk Scc Siv d 3Nrlcr Fv Sl.eathu.g S.e Svemml - Ihm,a .\nr I 1.v.I c Shaer (lpa.Ccg Sn,1 Dam ` .1:,d Plvc. I nmc,er - ,N'ulyd for SheW.mg 'h l.,<l It- l•cn.:.crcr 3/4 18.E 11 rends,Gluc:md Nd Inwlannn+c G.VI\GL 4311 maL\Ghn:pmof d IRoamy.is Rry'd Open cll \nn-1,ssvrc\f.-1,Shea v 3/J'ThG Roof pmcb, Q s. 1 - - ]/J 11C hoot t•aneo Clue and Had Copper gn ll-d B Rc,d G/• W Roof l',nds, _ Iz Snpp.ng - 4 hlmrJonn Q IG'O C w/Insularmn ' GWe and Nal Ir"k'nS na 4 Ghs vN Nvl BcWbdaN CnLng prr Sddule Bcavnd - - 3Iv1 51 cpcn Shun and livd dye htmd,I'IRSf HOOK fn Ilan.'. I.�:n_l, J�� - Coppr D,:p tzhmg 'IOIVIJa ars � - _ -- gI.CONUI.LOORI'u.,xl•d lh.or Vapor gamer - �LI.See UmJ I8/U 3I - "� �1 - 11 See Ucrnl � - ---- - Sunken Slamvcr pinv -- - 11 Fwacmg - --8 - G Hung G,UNGL GL.b - a•'"I,VIs --'-- PW MnaJ liinblwrc PN\vnd Omblwv ff O.0 _ xcpa ar l_1NDING 2g8 Slnpc ro D,an 5-'-p'LVL - \nrnbbuCon:mlwm( .bscddy ci Conia-f _ _ - SccSmcruN Dwgs rN Subaooru Nryd ISlrmver l' I a-llo_i[1_\NUING JIX - I.r,nog GA14\GESbb .t�• IJ_Cfow,.a,e.v/bl'k S11?Itne,a - •+ _ SJrn^�II SFa.glcs Yc snucrvd Dwgs - r J 1.0 G.UL\GI_\I_I'IC Subflm_ -fa hJrl'S:g\v/Caskn .. . r Pam,mn caw DxJ�k'1'op Rn __ _ _____ _ - (:�Il'•'-LVL Bmm, - I�I,'� 1 fJ:I g I =-=--------_------_ 5Ne w /1 L Sl mgy'�nylm:,bdan. rN\ U by a/ Laundry 125 Re-Hall 126 Floor oC.('I xaw, - [ Lennn uasa ro, Slnnyiell usn w/ •. 3Tim cdRaJFB d== - \av l ludcru Don,-d\v:ndrw Gsia mg lnm as G.VL\GL 12 Rcq'J o ------ :- -- 'GRE.\'I'ROO\ll� N..v llndc4 Ikd\C'nnd l3ttnnnve Ump Navd ' -- -- - 14Sbs I-d PN\Geed C.wvn D W.W.SJ Il sl,glcs Eanwa Stt Srmnunl Dwg T - gsv/ SHOWER M I TUD ROOM IDS Floor: n rrgmrnr senenrrvmnr�g _ Idr l�norrrrsd,Nwr Ann I•ncNn h[ed.nnc Dtto,anve Slungk Cwnmq, 1 d W pc m fc d . Canonuala at Unnga of Du L a fared SccFlmeon, I•nnung(or flusl,IhralwW 1 m'PfcM,nnc Shar__ -__Sa Smaa.w-al U.ga - - - LAUNDRY BLr - aul Canwuou,l'.naludllmr i�]/J fiC floor Panels,Gluc and Nvl cvN Rafter. - 'O mm�g a yvr LVl. I� - ALINI)VIa / A ^R fl _ y, PN\Gaol(amc�OmW VViL s,cr QI?"OU . I':IClborpa SJuWWc red dlN�ngmy Door U.,Mald k ar Han ' Svc Rafrcn TaW Il.mscr Armracv Benda D Scar - Jrcc scva+urJ Dwga _ Duvald:\t'arcrymof u.d Snw-Tench\Gvcmblc Stun kDcraJ QMa.F -Akmhana - 3/J-MG I'Innr Panelz,Glue v.d Nad 5/JN Ipe D.L\v/Prcmrt I•.vnc 3 l loor)e n,Q IL'O C w/InRdvon grad HWden 1i- Roof Framin Detail at Cloud Loft 206 Roof Framing Detail at Cloud Loft 206 ,alal'9 p n.Sh:maadU-i Shower 116/Tub Room 115 Floor 23 19 \'pre,Bnmcr p) rr 11 SC.\I.0 3/J'=1'-P SC:\Ll:l/J"=1'-a' - Enxmg G.-%(:E Slxb I - ® ® B-_-___ _-_ ___-___ hlRSl'I•IAOH_+nishrd -L - s stet:PLw xt r.a rcd - - 5/4x4 Ipc'1 r.-ad:w/11-1;- NrnNmdnwumc S5:\-— zg In lG^OC 'f.o G:VL\GESId� (for l:cW35) -_ _ - SttirvrvdDwga IlI:F_\asnng s4 rl'SO w/Ga&a Evsnng 11.10.\G I:Shb J A Nvlry for Shn,h:nq ] SS Smpaon hlangen,'lll, Ad:\xck Rucn (IJ 1GU Nvls in (J)IGU PCU/ Ibn Cnp GI•CJJ/GPCGL I'osr Gp VCu/rCGG Fn CIL\UCrr -� -----'-. (QI.VLRd I+nu NGw UE per Codc 3/J•lAG Roof l'.v.cly +s4 rl'Sll p t'O,C. /S.11.I2'L _ EL h-)Z.Y.\clmv 11105f 1'L(JOIt .\nchor Boln Q'_V'OC..v/SII Gaska � hlnddr/Bean Hodcc/Bmm Len xnpe.l n / See Sevcvd Dwg, Glue v.d NaJ .. _ 'r G IU o wd�iTo.wJo.:„ zw rnLd � }"Ih,sk C,aure wry mg v Isadng {y per 1a1?Hoof 1'ud. -0 m Nun w /4"D. wall,FL mcd f:,nh - - Uoor Opmme, SSRfvr llangm'fl InpvW s.m - �I prrSmp,nn sraro i, .FlrQI O.C. ,r4n•0c(•_ry Rm., NaJ, (J)16D Nw, (JJ 1GU\a h F,hrr r rem ® grnna,.and = . Corer.Gndr Bram - j eenmd Fames C U w,Porch s Maw Ibn MacW raa, PVcun BU v \t endow 'n / InD - �s 1'cllf m nnncn Esannq \t'an':pmof l'wr:danm _ � an� _ - 5ubsur6reSlnon Basement Egress Window �D1 Roof Framing Detail at Cloud Loft 206 Wall Section at West Porch 906 �� Moment Connection Detail � c.a scuE 3/r=1'.a• ® scAu_3/r=r-m ® 15 SC:uS]N'=.f-o' ® kv SCALE:]N'=1'-a' MDE ISSUED DR-M ING SETS Section Details . ARRUXs� O D G N MDE Residence IAu_ 1 275 Grovc Svicet Swte 2-900 - 195&217 Seapuit River Roadrt w. A4'2' ` Ncwcoo,NIA 02466 Oyster Harbors,Barnstable,Yid 02655 l wmay.Idd-gn.cam ant pntddea�g a.�am ®m PERMIT SET shcct: 21 of4O — — - — — s1mLm,ml rOa,ur,./ .. o B�,nOg OO rAaOng sin lM,r[ ' CBSQ N.Boar Oa _ s, Q 5'o'Below ran Gmde �I 5 11 sr UC w/ o >G.0 (s D Rrint 1 I I IT"IF,rf a1m�l I I III Cone Poomg ?xB CrlNgtt"IaggN- -16-�o roRmw/I/J as L:1�1 1-1 L1_L1= s..nr f:a g rry„mg wPrn w_ o _ ' � CooNnus Bmm.g of.\IWry.lc . _ r _ •.\•�y �2 _, 0 I ' roan:mOvn w/ca.dnglO�,a.mn� - •�,�� In PT lodger lagged I' — +Runw/ 0 � ar fl'O G 0(�R. (3)2.B I -- — V j ft,nmgs mnl roar cOngmm,r6.- ------- - - /New 1' \bov [ - CONSTRUCTION NOTES: CONSTRUCTION NOTES: /J\�//� O Vcnh•Lnmgliooffmmmgn.\JeRnte or GI?NfR:\I,NOIpS A 11 (:NO't'fg "— "' `w • Upgrade nsRrysad wd+' t'oA glmllCon(ormrorheRymmncnn^f rM1e Codes and Covcming gadin Lxuvng lmvwgn:\ssumed robe Suf6acnr f^r ebc\Vork Cones.<oe is �— - hJ New Pmm rag HamngJunsd—D.nr dna P.— _ Rrspanablo ror vm(ymg Ecsmq rmmmq and upgmmg a.Raq. 2)SurmroCmnng l'e.mng w/±Rmn l?U e(,Ji 4"OG l:r.rvne.\rthumumt,.\IWaiud,ILmh�ng ldatdcal Dnwmgs eo verify S'B N.. 1e111'w/1/2"Du I?'L A,,ehar BobsQ±a"OCw/Sal J).\rid larmmg Bmvan 1'suong I+rvnmg \<'ork a CoonhnmN Bcssv An Uina�ans Guttt M1lm�mom e'from*Wdl Coma O \ Vcnfr and C-MN .All O Dmim,smm 1'srcnor Vans roLc.\I,nunum 34 Unless Orhrnvrse Norcd 'cnfyL unng llo¢i hruning n.Wcquatc nr PmrWc'1'cmpoM ac pcnsumant S,Rpeaix Shaamg or Dncmgwth.No Inmmr\V,Ihmbe.\Im.m.un'+,a Unkss0—Norcd UPgrN[m Pe i d wid,. (lovonral or Vkmcl,\lovrncm Omus ro Cvsnng Srm -. .\B Oeuns Nored a r51.\fuss be lsavllams of\<'dJ,�n\IWuplu of lvr. - IJ Nrn rvun�ng A.Bcuns N"l.as LVL dluss be G)J.&-Ssof\Vd(1 in JlW d If ds ,.J s�arcr ro Bmong fvsmng w/ ROM IID po a'o:C CDNCaI..No'Irs :m He den,\m[r I (amnm¢m RJJaa s„ds and(q l:.nq sma.r a,c�d - - - J),\rid I'mmmg Benvan L.umg I'nmmg Lxrsnng I aunJavnn u.\ssomed m Ise Suffic enr(oc Ae\Voh Consneror o .iB Run BoaNs m be(±)1'+r I1,.t L5L O Vm L'v.i Ccyn I'mm� \d for llooc l'rmin Rcspo iblc br<'[nfmng rs¢nng l'owdanonaM UpgrWmgm Rryw Cromdc z$quad,BbeAsm Vcbs o(Eng,nttmgJmtn.W.irmg\Vapx (Y n^y g g¢. ryuarc gor Bmrv,g Prcaeurc of Undumabcd Sml n.\.s d m be Suffinem for nc.\Cod: All I— be(d)2N I—.,and(J)2 L Enrnor\IulrRle LSL Stud ibsrs UCIIMem ReayuN`xds. Conmcro.n aopeuvYle fr VeriFmg Oeanng Undmonx Unless No dOrhesw¢e l)Nrn P,.nmg foundasum h.1 Shill be Complcrd u,Dry and o,Undnsu,Aed yobgmdc M1laard :\B I leaden m Non Bmdng Pomnme Shall be.\Lwwm(?)?xfl EuB Pnrmng`v/?Row-l?D Qa 4"O�C. P ..,shall be Car6R m6w. 6•Lfn An 11,dd.BaNa[M. - - J).\ridI+mmmg bcrmrn psnmgfr.mng C0—InI'-foundations and.La DunngOpcnnons - AB d,,j mBnmg V,Bs Shall be<Ln, (3)�r10 UNcss Od,cn, Nosed \B foormgs and lVallaro M1ave lBJB r61 C¢numc ProndeJonr Hangers.Bmrn Cmnrvv,vns ptt5mpmn Sp¢�6pnms ' ^a .W\Cdl foam I \lunmum I^_'p z'_!"\V or:\a Norcd Promdc Atenl Conntt,en.u:\0 rosr and Bnm Connanonz xk 1 Am 'IF. - - O 4 so m Ca ro be Nt,m Y-0 Bew fvsd Gndc \y PI Wa b 5/?BI'mCmD\mr Sn1 T ilbm M1a (±)tls GnA np v Bro of Cal anJ Bn,a"au map mh I*, b e^ua e..IEY; s / O 3/ar lM pp l m Nw uNma raw a ahttwne O o Srmcmd Srccl Columns n'� AnRunfoiw,g Srcd roluvc 3"Cnvcc Ocbw Gmde Comply,mth.\IanuFcmrcn Rttmm�mJ,rrom far Unynnccrcd launber O Recnxd AIR nn(ommg Srcd m have I'rr Cover Abnvc Gmdc Comply mrh:\Ba\ppl,mblc BuJdmg Coda for Nnv Pnm.�and for E) e M.Sru 'x 1< J Pisan - I1mr5hbs.\Im�mum.l"Il,¢ IF,Ilcr—and 351111 PSI Cancmie Jlml�fu�nnns of l�v�anng l'nmmg. P,.-cnnrml Jmn i,,\<•mb Bv[ry m'-rr ......yttlg� Structural La out First Floor Q R•'rc^'� rm.da cOnrml Jmm�mstha l:vay mu• Roos nnrrs \<'ood 8om SC:\I1'_I/a"=1'.0' ® - Eaanng Roo(I4amnyu.\as,m¢drobc Suf6vrnr 6unc�\<'ok Comnmorn Itupanvbl[fnr Vr,.fi,ng L smg Nnaf f16'O anJ kpgr..,d liegme d. .. - I` Roof It 1 to bra GRmmumaslB Qv Ifi OG Unk:ss Norcd OJmnv¢c JOnr/RaRer fnumny - Pmmdr is)Or use Ancno,a ll xahrn rm.Nr G)uso An[non m:alnmmplr Rar n. . I'ronJe'rmec she Number ofN.la Spcmf¢din d,c Code.nc.Roof O^y' ♦`---6 SS Smpzmfasa[I.langv ar l]d offaesr/R,fnr - - P.,511/.1lam N.la d,.the Number ofN 1,Spmvri ,.the Cadcar - -- _uN¢c Baarmg lnrcrmr&anng\'all - An Othn,\ Itonf SM1mdnny 3/4"CD\1 is Ply J^_/16 Nunng 51'C It. c::I=Oucknc of Domxr\Nall - rromde 11a6tt llangcn.Ban Convc.mns per S.—.,Spna6novnx - O Sm[mnl Vosc - , ISSUED Structural First Floor&Foundation ISSUED DR\\C'ING SETS QN, G N MDE Residence S1 .1 275ISro\•e Sacet Suirc 2-400 195&217 Seapuit River Road - - Nnacon,bW 02466 Oyster Harbors,Barnstable,NIA 02655 _ _ ,v,vv.nlddes�gn.eom mr pnladr,ig,x[nm PERMIT SET Sheer.23 ut4o i i Ivanrlhj Lva sL nvn g1,Po umnlidea:rWa1n - - �. B uNew, Rmh+v/m?xC4hmg Bvnng Vl 'nrtng UN UP Cu"So ,Ind hr - - _ m�neng FowJa,wn fur5,rvcmN Vallry i Sma[aN C. lanvon Far S„muN VNlcy _ xck I g I:m� � g Lt L)Imwnun I ten Ur Slommt Cennecvon a[Ca,ne/ I p - end,Gda of Bevm,v/ �"xp'e' Gd fJ peann3 on - - n,d(4)14d N.1 m Cnch _ HS$''Du 5tD rape N.DN IuNI _ _ Ipy \icm=saa - — 'a•/g'zg"xl/'-51'Bau Pura IalyWll Sn De-L IB/A4.21 I (1)3/B Dh z 6' 41:In I:mdrBolt it AnW,ors $srcrCOg I nmmg ' - v O cn Far S,air " p N J l 2x6 Pm,UrhD D. �—LVL floder R f G gBm g NonfeceL umg Beamg InYI \VII / 61 ram,DU WDI w/2l6 Fnmmg DN Post OF ( --z10 I m f_usnng I oun:L,no m Guong IounJauon Po,r Ur O O sk I y-Y„• � - Vcnfj Lv g.A.\&degas. - '- Lz.nnNl nh I•r,mnl Mm - O �� Vcnfvlav ng¢.\dcgovc _ ovtll:,n '1'v. UpgndevNrym.d - . UpgrWc as Ncqu,.J � �Wc 5" J' xll are LVl, a z11rnL'L UP rn .:Nm.a'dl Door ter, w�me\eWl Door 1fuw....gl naem Prammg Aloumwg rno,m frmm, 1 0 n Post ur mfocc l�uanng Bmnng Rcmfocc l:v,nng pmmg - -\ \4M w/+a6 Pnmmg ON Pallr m Ikq'd kt scmnd me armg s[memd eolam:, nnarea n,rvrnon - - - - CONSTRUCTION NOTES: CONSTRUCTION NOTES: - ._....-. O Vcn(v..arm,Roof Fmmmg,idry..or GI:\I'N.\I NO'I'r4 IR\\(ING NO'I'rS UpSndcas gcgwtcd.xrh \l'otl Shall Contom+m dw Rrywmmrno of,bc Codes and Govctrung Bod:u Caging Frv:rungu issumcd[o be 5uifinmc hr a:c\['ark Canvxloru t)Nuv lrmm�g. I lvnng Junsdnaen Over rho l'mµ,z D-s .d,le fer Vmfp,fss,ulg 17..g and Upgndmg v Rcgmtd +)Suns.Ce,rmg Fnunmg w/2 Rmv,12D©6'O.0 a—:ne{rth:turvN,AIaT:m,nl,rmMa:ng,1Iccmnd Dmwmgam Venfy S.Aartrobe PI'w/1/2-Da l_LAnchor M1.CN"OCrv/SJl 3)Add I—S Bmvern 1--,Imam.& —n—.-I B--AD tN't— Gss 1.1lm:mom C f.m 1 6 Comer. OVenfy vW Coo[dvure:Ul Dm.mwna L<rc of\ k m be)hm:nom 2x4 Unlae Olhrnvue Noted Vcnfi a.,-ltaorl rmung n:\Jequme or rmvde'1'nnpdnn or rcmrs:.ant S."-, ¢'alb m be At—.N4 Un O,h—n .S..d Up,eade as Rcqu:mJ wuh NodxonN or\'cmml\(ovcmcnrOttvn,o Lrxwmg5rmvm.s \II B..Nmedva PSL\luar lac Pvn6ams of\VWd—A luleplcs of llv l.)Ncw Fuming .\O N Ban.NaM v 1.V 1—be Gm,-1— f Wad,h:n A[W,I.of let". 2)S—ml—g lrnmmg a/2 Rom 12D Q 6'0C ('ONC=. Oms .\II 4lmd—Alua,1':—Af.--( .an 2)Jaek 5.dd(1)I.g Ssudv—1,End, 3.)Add naming Haven.Cl­'I7mn"n3 Lvsmgdreund,mnn i.:\swmeJ m be SufNcien[far dm Work Con,nemr n AD R,m BoaNs m be(2)t'e r'IThk L5L O on M.pon.ble ForVrnfy:n3 F mg PounMrwn and Upgadmg u Requimd rmv.lc a 51.a' b Bck. \vebs f IkI.,Walk o Ene,h cdngJohn u Vrn1y Ezrsmg Gdmg Ir:v It� 'Ad,—for hoot Irmm:ng.or It—,-—of Uod—.ry d-1 n:l--d ro be.Suffkn,far the\Nark. .1.Po—.be(3)—'—m avid(3)—Enmor luapk L Sma Pm¢ Upg.de as Requ,¢d m,M1 - Cen,tavor a ROP bk h,1'..famg 11—,Coed— UNera Norcd Od—kv - t)gin.rnm:ng r wdarmn\loX]hall be Compkred m D:y and en Und arvd,cd 5ubg—Alnerd AD 4lmden m Non Beaeeg N—,Shall (2)2di a_)Snrce m ID nog F—h,,v/2 Bmva 1'_D Qo 6"O.0 Ad Bxk6115 H be Compaad m al:nvmun 6'I.fis Unkn O[—..Nord ' 3)Add Frammg Brnvrm rivsm,g Fnumng Ih.— -phcn 1—d.een...d Shbs Dunn,Opemons. .1114kaden m Bmnng WWis S1.H be Abmemm(3)2x10 Unless Od,ewne Nmd .\Il rowing.and W-.Jb m Invc 3WB P51 Caennc Pm.Ne Jmss 4bngen m Bean Connmw:u per smp.an Sp®fimvvnz. - O B.—d .VI\t'WI rowm,,w be N1,...m 12-D z 24"Wet A,No,d, r—dN lkc Ceaneaon a[:\B Ibst and Bc:m Cennudo. —Ic - AIIF Wh rn be Ab,dmum 5'�B�BNmv lrm:sl cd G,ede .{b lrl.:mbc,m bc3Bnenem 53'r#I KEY: - � O Ne,crvcd _ .11,Wdlsmomha,<(_')#5C-1.W e,'1'ap and Bo[mm of I—and B O o111-8, ��wn'sh"&"s i/B'CD\lii Ply. ) [4o nJe Ca I.Sho Dan pe 24"z2''m lap mrh'rq,. 5-d(1—B m Wall, 1.1...Panel..3/'"rd.G,Gb.and NN Unlus N—O,1— finaleEvsmgflc:derand D o S,memd 9ecl Cvhunns O v"."racd .\Il Nnnfortmg S,alrobave)'Cover Below Cade Comply,nd+Almufacm.n ltemmmrndanov fe,Engeend Lumber_ 0.cpLxe,ma,Nrn LVi� - O .\O Rnnfo.mySrccl rp have l"r Cvver:Wove Gnde Comply mA ar�o" All:\pplioblc Bu.W:ng CoJu FarNro F,am::gand for CnnN:nam w/'I'eu+sain Wu,Jav © ® ® 5mrcrvd\l'md rmn IZ<ac d I'nergMa.\Im,mum'"Illrckrv/Pdw Alnb and 3.."P51 Concn¢. AfM:fLv:ananFlizumgFram:ng \ lkovWc Cm,ro1 Jmnn m\Nall,E\cry 2U'0. i"'YJ't°LVL . ----Srcd➢mm � \ Structural Layout Second Floor O Re.rvM rra.Wc cnrvM)mn¢in slab,r:.ery nooF Nmn*5 ili—•Y— , �, r Lneng Nnof,n Fy.s.\ssumcdmbe gaffing frp['Cork fn+mcrnrn Naod Been �� ® 116pmmble(a,Vrn(p11 Lnarmg Roof l'ounmg ana Upgndmg asltcgoird Upgnde arN�hee \Il Noof Rahers,o be Abmmum 2x10 Qv 16"OC Unkaa Na.d Od,uwne S.drg)nrk/I:sng Jonr/RNcr FcmJng Pmvidc 111 or L550:\nd+anm AD Wfi— - . srvd Frarmng for I kada —__ - IhovWc R)LSSO Anchors a[.:W""'Ph italic¢. ✓----y SS Sim 41m � / - Provide-—he N.-of Naib SprofiNm.b Cale.-Roof ONy naon Jo:u grm-d of J—, Rfict _ Ptonde 50%Alm.Ned.d:md.Numbc,of Nails Spenficdin a,e Code nr A..—A— ' - ... Wd.. L.—Burin,wau- RoofShmdln,3N•fvx r,r p¢)L 16 Nam,51'C 11 - I—d.R fro 4lxngen ar Beam Conn .—per Simpson SpmSmoon, �,,�� senwn Ahhn 1—Fi` DcnA AL rkcr _ - SOS Smxmd No. \IOE ISSUED DIt\ngNG SETS z,5� �t.� Structural Second Floor =*D70 G N MDE Residence N, S1 .2 275 Grove Street Suitc 2-400. 195&217 Seapuit River Road - NcwcOn,MA 02466 Oyster Harbors,Barnstable,Vla 02655 .wnv.Nddc.iy,.corn mfo©,daklc.:y++..om PERMIT SET Sheet: 24 Df 40 �`I � Y :I ----------------------------� �dF I :Nn i , „ I --------------�_ __ __ \lignsv/fvyi bd0.��ng R'a110ebm I p, a. i z co) I' 3r1oe. I- T-� = 1 _� r ------------------------------------- Film, O` I�—I III 7yll k� I2>�1.k1 Ir.___________ . �u. ep I III s 110 I - °�z� O�fv �p tl I I Icii� --_ I Ip__ ________ __ ________ __ m_o rP v �.. L LL9 J a� O _i�� i I ® p - _J' 1'aWled CcLng 40� __—__ I'__-O^_—_�—• �° " ° " n ' IiCD 11 p 11 p l l I I I I I III I a 3 . o j �_ 01 -- — — — — ' �, i•o II 1 _______ II _ II D,p p I I I I I I I I I n a �. ?$ � � s� 33 •III Oe i I_v10� �v_ G __—_--__�__— _-- — 1 �� ' � � � � , r 6 t �q� _ II ----- �`' - e — — p II _0 I —--—--— ----- — — — — — — — — TII — E -c- �-- _nlu� r — i� -- ~I - � r -- I \L\\'IR{All\G PI ,�- �o...o.o.eo®.® m.�.m 1•V��rn.{an�c— �•' - - - �' �'t°vsr I�xaAlwc 00000 O O O Z 1 i_l� L� i pV ffLO 5$w 'N 5-i It0 3 ] 0 O 4 33 a 3 RI z m p p I 5 q o o o o a�Cs qsa•` c - 03 P.S' ZO s�' iF gp a3 - - - p1 - �'n.33no 12 0 - m6 a9 x e h id a s°°^ , y ---- ------ --- --- ------- - ------ ----- 6a-;F'E^�ao o- ar Hp9 q G onC H a _r 2�a53o Bw Scz�3as1� G a^ a L pia as L� Sd dn`�m: mSLgga3 i. yr3 -9>' -�•„� � mpa a<< CA a [ e . W �} caR aj n�S s� c � DIRECTIONS: See Not.6(typ.) - From Hyannis., Take first exit off the ? , F.F.CL.25.82 F.C.EL.19.253 F.C.EL I60-19.0(MAX.) - "rotary Onto West Main Street; Take a F.G R.24.003 Fc.EL zD.DDi left onto Pine Street and continue ?-°,'•':onto South Main Street. Turn left onto - •"�•.";',:, Rq;.l� rr �, West Bay Road and another left onto Bridge Street; Continue onto Oyster let re. Way and a slight Left onto Seapuit z .62 a SPlaah - River Rd House # 195 is on the Left. - 22.82' e9ub,d - .. ESEE NOTE 8(TYP,) - y 160 LY1.1. 87,E- �'•'I.'• �S 1 ' 675 E4J3.o, G.C 9 sg=',.,S• *h w E urTi2ere L eQY"° eeeeng,•ra,a eoRaa ` Y= 10' oe Per nlle 5 If Encountered Remora a Repmee T" ' e,m AB an R.ble SW7e RTlhm 9'al to'Mk,.-Slab The Outer Pulmeter of Rle System _•lh e:'';r a2' ?"�}y= '7'�!"' IO DEVELOPED PROFILE OF SYSTEM rain Location Map NOT TO SCALE ENGINEER TO'VERIFY 1•-2000't SOIL CONDITIONS " ASSESSORS REF.: SEPTIC NOTES " 1.LP.6aaaffaufiraskoaaoa7mel®rwA9wa..ufm72Name DESIGN DATA R - Map 070, Parcel 016 edmmAayEmnd aFwTwPrd=dmCam.m SWbt.re 9B�aIIBGPwsa00e9.m0.y Map 070, Parcel 015 - m.Rege6.d No0finfienm ore sew(1431,361.703y - 2Tuceee,eDbP.egvindt,someAvy.., Pe®mFIenTame S=CTANK - - OVERLAY DISTRICT: Agned.FWC..maeaoamileedbylhb Pbn. - e80 GPDs MOys`1760Odlvm - 3.Wha,,,s Se nl.meanlenaonWassmyl�laml>,,sme 880 FD.20D%r1760 d - - AP - Aquifer Protection District mc=me d.fa=ISOPresma Fipead Sb.Obe W—Taedm - _ - - Asm wefutlgEmen.mOmneLWehsLm Sb.UbefAm.mCom Coodin.d.nwimCOMMW�,..dsb.BbomA=raao.. LEACHING AREA- - - RPOD - Resource Protection Oerlay District Frah248CMRIM-7-00R 310CIMMISA0. 9BOaFD/0.74(LTAR)•1,189.19SPR pi d , - 4ANle f9'ofC--bReq*.dm.A9Co.Wavevb. Fmp.rd Fdd7d112.eF - ' �'„�' -20 ul:m�e _ Brd mB.,,6,a+IIU3-X•33�33aP FLOOD ZONE: Bohm Amid 11.834),s.0e se A—D eed.Boo mu R-20 Always be Ifni 1,33DA S7 T edit,AsJ - d.rmmBw.mngwRb�.me�.eemaaa.mDd�..y - �,� Zone C it A1anel ) _ mm9nmm6•.fFmidmdaweem[ewa LEACHING CHAMBERDE3IGN - � - � Community Panel.No.- r.saps.sy l�mxmer.Bod loA«od�.o wbh3lo enmisoos AllPIpe.mbeModels40. - #250001 0018D 24eCM1.a0-7.0af.zvRowmaedmrm.Pofsmambm tn.s•sao Gel Cb®benbea76xlze31 - B.ed.rRwmRelswefiens. Double Wmhed9mmFk0esShea. ROa ae July 2, 1992 s.AR Piping m bo S&Q FVc - - 9.uB.—9ue Wi—fmlaeDE—d.er Ir.eWeM1.1— - way) stsnp.fd•. (Private IO.l.&.S.tl.e N.L-Berneeame Seleb&b Webed - e Wtleb Shell b.NOLeaerhnmeLiquidDeem.WetTw 36e9Pstnmd f .f1a Imfawm.FmmlmeDwaTmssmfiamdz3• River f . eel.v me37.wflm,®asm9boegompdwdheaa ee®a - (40'wde) CONSERVATION AREA CALCS. ZONE: '+ - s0•IoBem� iy - ' B,Lmeilm�l.nAroseoszsP � RF-1 . "1 e1.po¢d7�.kmAR.ss7sfisP. Area (min.) 87,120 SF(RPOD) Se 6 _ , e - ' ` N�I23�6BP1�f.Wem�aA� U Frontage (min) 20' ap a,ae Width (min) 125' unpaged Setbacks: / O Fron t 30' <+� / _ Side 15 \ O, / Rear 15' I \ Lot Area / •;O i 92565f.SF. O� O• ii' LEGEND: 1 I+ �e / 8` Electric Meto . N Q * / ® catch easm � / •� / (l/ � Hyerane _ I Cobble .r O -ca/DH B1t Afvew.y Stone = arage/Sforog Lighl Post 1 /Steel Edge 4 I P.rkfng, _ -0 Guy 1 . 4 ut6ity Pete . ® 0 ;♦�� - •a / Level erleewo g 9w Rood Post t a o♦ / �w. /Stone Edge y —25— Oveerread 1-t _25__ O.wliWr C.nlwr + #217 IT a H.rry T. u^ __ 2 Sty wg _ g O Dawduws Tree m Dwelling t� Pow Hausa ® - - - �` o ROPOSEp �+^�, Z 4Iry * r d.ed AODITON / ? Confferaus Tree . - a.� Paua l sdl 2s.7o' (Lrrr���33�Vj co.ared Ceder r e - `P-ROP-03'f�=- Deck - stg sFPnc k; ANK ��� T o PR ds '-♦ ' 17R'CIi�EH Deck PERC TEST:14,146 PRO OSEDe"e'� 1•¢»+1 a Poa_i:: ERCOLA " emw;mDWmulrsR0WLAXD 3r.SULUVANPx0u�0ro - ro•mw a r sm.ByA3w3oA7azlssu - ___ o RO 0 A —_ r.v `Ewing Sepftc� - ECK m17.zsmeY:OotaukflmAbOCRa-mwRosBAararAe<B OLTOBFRAf013 to be 3TIE PASSED TnPr +Gain TREES TO B 35 o #196 TEST HOLE-1 be Remo 2 Sty w%/f XTM-3 ,�A` REMOVED \ 1` a +Lawn Dwelling Imo• r '3..`��„i' 4 _ � , BureR39reaY � BRowR�rlxww -' X.2a7o' M,mNd1&Na " curmlarRTN --"'' , ♦ 0 � e `� vLaYeALeBRowN .. - ``. - glralOMmARSB&um ♦ -�- -� WORK LIMIT r t Lawn.♦ 1 rAR•.a i O'. Lawn♦` O i ! i 500 ``\ ``�� wdm, _ - NatDWlOmAlmel�mn0fa kr • � ♦``, •��.�` � �/IfI ♦`\ ____ --_ _ _ TEST FIOLE:S . Lot;red-. + S•%1 g Pole ♦\ O iaP•i Bank +vg �: '?- 88862f S.F. 1 Y' _ a•':"f��R6BAim_'_z= la e ' a al.r Lawn -- - ' � � A®1aasA3® •N + *` ♦♦ - i-'°J_,__ _— Balln7l of BMk 1 1@OIUNWA➢0gAtm ��r ♦ Zane Af3( r r /irli A wa -I\ --- _- TM HOLE-3 Mills -\ '1)I/rl Wad Rack ulm tss t. ♦ •' �'ERiUlSIa411415I1H}f17W31-- �/, r __ _- ' BAYPIIIOY0.6m .Post - - - BROWNa9Y81Z.OW 1 ----- e�nMgANO -\` J ,rt•Lsu1i' - __--''o/' __ rw.uhaL eFaeRn3esnm00l(LrAa•n7q . .. •_-_ `♦� — �Y' -'�t_ %' - - VFRY PAIBBFDWN I .3ffDRBfi0AP�9AND 7J. --- "GJt ' _tea• _; 1ESE ROLE-4 tas >e- u3 _- - �' ALEY@1P3R1d - ________ _ - , - - -�8At1S4A4�iHRa11R -------------- Burmrtmnma .. ----- ------- jrekomamfr9uow . - - sOmRRdaA7m C YPA myAIH - ___ - VERYPAlB®AWN "I 3ftenR4MAgffig,Va3 i ' - NOm10W0mAlERF]0.VIRnaiFA Seapuit River i / 1 / l eapuit (Tidal) RiVer S Revision: Proposed Septic System at 217 Seapuit River Rd. 10-16-13 - Title: PREPARED BY., PREPARED FOR: Notes/Revision: Proposed Improvements 1.) The property line information shown was Plan Of Land At a eSury Joseph R,IenWns r�. Sullivan Engineering,Inc.TC. compiled from available record information. m p 512 W.Main St. p (]C PO Box 0 7 Parker Rood StlreWsbur MA 01545 - 2.) The topographic information was obtained 217 RI 19J�SeapUlt River Road In 05tervifle, MA 02655 Ostervlle MA 02655 from an on the ground survey performed on (508)428-3344(508)428-9617'Tax (508).420-3994/420-3995fox e► or between 22/MAR/i1&24/MAR/)7. o - amStable (Oyster Harbors) aSS 3.) The datum used is NGVD '29, a fixed mean Field: MIK/MLL Review:RRL '30 p 15 30 60 120 sea level datum. , Oote: Scale: Camp.:WnK. Proi III 97016-M.Egon September 25,2013 111=30' Draft: µNK/RRL/CTR Drawing IT C354-7 1 ' LEGEND 0 r �',� �/r �';�.,_• —— 44 —— EXISTING CONTOUR El Bumps RiverN \\\ Road o{ //� ` a LOCUS J � �� J / 11 0 C0 ONE- B�. : -� /x� � LOCUS MAP ��i \�.ti*`. �����yo.��� �� \ •� / y 1 I �'� NOT TO SCALE ko P d < `�• co lPig / �_� ,,_p®y , .� GENERAL NOTES: x� "��;—� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY; THE LOCAL / _•�"'�--�\ -/� `�\ \\ �c� BOARD OF HEALTH AND, THE'DES1GN ENGINEER. .�-•?"•7r 2. ALL WORK AND MATERIALS SHALL"CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE Q / / / 1-� i'-Z4, ��<� �� LOT 10 `��\ LOCAL RULES AND REGULATIONS' EXCEPT AS REQUESTED BELOW: / / —_— NE B` -310 CMR 15.405 1 b Ito-t to/ /��FEIy4A-��--mZ-pp _-PA CE�10:-_1G6-5�\ ' \ O( ):��J Z¢NE C��as� ��`\\�� \�\1 ,s22f S.F� \`\ e 1) A 3 variance to the 3' maximum -cover requirement, for 6 .maximum cover. S.A.S. shall be H-20 and .vented. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR -TO INSPECTION AND APPROVAL BY THE .BOARD OF HEALTH AND THE DESIGN ENGINEER. GREENHOUSE `� \`� \` �� �� Y 1 // ��\ \ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO-THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. -L7 - S3$ -� a 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM (NGVD+/-). 3 \`\ � ��� ` �� \ O dam• 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF � I 38 � / � ��\���\`�6' \`� �� \ `�\\?�\ � �I I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF / + HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. O y' PO EXISTING `���� �\ \ �� to 8. THERE ARE NO.WELLS WITHIN 150' OF THE 'PROPOSED S.A.S. HOUSE(#206) -gin `�� `� �\ \ �� I 9. ALL AREAS CLEARED FOR,CONSTRUCTION SHALL BE RESTORED AS I ` — 40 PATlO \ \\ \� \ \� � = AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 44\ � DIRECTED BY THE APPROVING AUTHORITIES. ` /1 �\ �\ \� ` 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO. VERIFY \� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1 \ Al \\\ \\ CONSTRUCTION. 42 \� r �\ \\ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS `�- -2—� - \ � y, IN THE AREA BENEATH AND FOR 5', ON ALL SIDES OF THE S.A.S. AND R�\ •� \v \� L_ \ Xr REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT. OF UNSUITABLE MATERIALS SHALL BE. \ \\ 6, INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL 13.• THIS PLAN IS TO BE .USED FOR SEPTIC SYSTEM PURPOSES ONLY AND R4 IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. S6. �� '4¢ �\ \\ Q\\ s9c 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A TRENCH 2ZL 01 \ 98� �� PERMIT FROM THE LOCAL.MUNICIPALITY IN WHICH THE WORK IS BEING ep9e�_.p0' \ \ \ o PETER T. J PERFORMED. o McENTEEfpove �� \\� \ �q � _-., -, CIVIL' No. 35109 PROPOSED SEPTIC SYSTEM EXPANSION At s , 2 09`` \ r ��OF�FGIS1 206 STARBOARD LANE, OSTERVILLE, MA OWNER OF RECORD I D ` � 2S•• W \ Prepared for: Michael Sullivan, 206 Starbosrd Ln,. Osterville, MA 02655 MICHAEL SULLIVAN �91V� �� ± l6 �'ZA Engineering by: c SCALE DRAWN JOB. NO. 206 STARBOARD LANE Engineering Works, 1"=600, P.T.M: 109-13EX OSTERVILLE, MA 02655 FEMA 'FLOOD ZONE. ' ESIGNATION g g ks, Inc. 30 SCALE _ _ _ _ _ _ FIRM Community Panel No. 255211 —001 6. D 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO: SEE SHEET 2 Revised July 2, 1942, Zones Al O(EL 1 1), B & C (508) 477-5313 10/21/13 P.T.M. 1 of 3 rs 38.36 377 _---- / 38.82 39.29 x 39.60 N) 39.49 `\ PAVED . PATlO \ -DRIVEWAY ' 0.44 \ �+ \\\. \♦ �\ 33.55x' \ _41� 39.23 3962 EXISTINV ^1 HOUSE BENCHMARK NO. 1 MAGNETIC NAIL SET - . 39.�1_�\ ' T.0.F. 41.14E PATI . \\ \: \\ .� EL._- 41.38'`,(Assumed) . ,' ao ze I \ \ \. \ r � \\ 40.53 x 3 69 ` \� \ \\.. \\ O to 0 1 A. \ 11` RFS.R� LC E x 40.84\ \ L6 ON \0 Lr) • 41.36 NO �F q41.42 \ . Fq \} \\ 2/ x 41.81 f`�� _ a 1 \ \ F �f 4154 \ L99_�—�-1 i 42,21 / x4.4 '• •� O:. �\ .J EXISTING SER.T1E_TANKS \ �.. TP-2 DTP, 1 ,,47.00 4654 ` 45.05 4 3.36 44.39 x \ AN ^+� ff 48.83 PK ET. ` 00,00 41.46 `\ 16 2 #` x 43.73 48,3E _ � G \ \ \ 4830 47:5 D "( I 0 \ W R CE 5 47.98 ° \� PA L 1166 3� \` BENCHMARK NO. 2 �d9ey <. s,89\fit S.F. x 41,OrJ\ - 1 3 { MAGNETIC NAIL SET EL.= 48.24 (Assumed) -\47.84 f 11? 46. \ D F \ x\YY 091 \\ 46,96 OF4S o PETER T. \ McENTEE \` \� o N s� 44.69 \\\ - LEGEND CIVIL N°: 35109t PROPOSED , SEPTIC SYSTEM' EXPANSION —— 44 —— EXISTING CONTOUR �'£G/SZE��� x 44.98 EXISTING SPOT GRADE Fs �G� y 206 STARBOARD LANE, OSTERVILLE, MA G EXISTING GAS SERVICE I - Prepared for: Michael. Sullivan, 206 Starbosrd Ln, Osterville, MA 02655 UWl EXISTING WATER SERVICE ���Zf' 1 �� Engineering by: SCALE DRAWN JOB. NO. TEST PIT Engineering WOYkS, Inc. 1"=30' P.T.M. 1 Q9-13EX BENCHMARK 12•West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 10/21/13 P.T.M. J' 2 of 3 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL-NOT BE < EL:36.6 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. PROPOSED S.A.S. INSTALL 2 INSPECTION PORTS (MINIMUM) F.G. EL.=41.3t F.G. EL.=42.6(MAX.) CHAORCOAL VENNECT NT F.G. EL.=41.Ot � F.G. EL.=78.8t , MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 3'(max.) _ L = 15' ® S=1% (MIN.) INSPECTION PORT 4"SCH40 PVC 10" sa 11:3" 70 EXISTING �a' INVERT 48" LIQUID EXISTING LEVEL EXISTINGl . 1 ' JXISTING INV.=36.41 t GAS BAFFLE GAS BAFFLE D 0 ADD 1 ROWS OF 8!UNITS AT 6.25'/UNIT 50.0' EXISTING INV.=36.26 IISTING 6 OUTLETS SOIL ABSORPTION SYSTEM (PROFILE) SEPTIC TANK EXISITNG SEPTIC TANK ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS NOTES: BREAKOUT EL.=TOP EL. , ". 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEV.=36.65 INV. ELEV.=36.26 I 75 INVERTS, PRIOR 2) SEPTICTANK & D BOXTSH.ALLOBE SET LEVEL AND BOTTOM ELEV.=35.32 TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5' MIN. ABOVE HIGH GROUNDWATER 2.83 EXISTING ROWS IN 310 CMR 15.2Z1(2), 4'(MIN.) NATURALLY OCCURING_ EFFECTIVE WIDTH=14.2' 3 INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS .MATERIALS EXISTING SUITABLE _ AS MANUFACTURED BY TUF:-TITE, ZABEL"OR EQUAL: (ESTIMATED GROUNDWATER, 3.Ot) z GAS BAFFLE TO BE INSTALLED ON OUTLET TEE MATERIAL 4 76„ ADD 1 ROW OF 8. - 16 (H-20) ADS BIODIFFUSER UNITS PROFILE SEPTIC SYSTEM PROFILE WITH-•NO SEPARATION BETWEEN EACH .ROW & NO STONE TYPICAL SECTION 16" N.T.S. N.Ts DESIGN CRITERIA SOIL• LOG -� 34" TOTAL PROPOSED ROOM COUNT: 14 . DATE: FEBRUARY 21, 2013 (REF#13,858) • NUMBER OF BEDROOMS: 14 ROOMS/2 7 .PRESUMED BEDROOMS PER TITLE 5. SOIL EVALUATOR: PETER McENTEE PE(SE#1542) T END CAP SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT . 16" HIGH CAPACITY (H=20) BIODIFFUSER UNIT ' DESIGN'PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH rELEV. TP-2 DEPTH 0" t 0" MODEL 16" HICAP UNITS MUST BE STAMPED H-20 DAILY FLOW: 770 GPD 43.8 q 44.0 q SANDY LOAM SANDY LOAM LENGTH 76" DESIGN FLOW: 770 GPD NOTE: •UNIT CONFIGURATION-AND AVAILABILITY SUBJECT 43.3 10YR 4/2 6„ • 43.5 10YR 4/2 6" EFFECTIVE•LENGTH 75" TO CHANGE WITHOUT'NOTICE. PRODUCT DETAIL MAY GARBAGE GRINDER: NO, NOT PERMITTED WITH THIS DESIGN B B DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (770 GPD) = 1040.5 SF LOAMY SAND LOAMY SAND SIDE WALL HEIGHT 11.2" .74 GPD/SF 10YR 5/8 10YR 5/8 OVERALL HEIGHT 16" 40.8 •36" 41.3 32" 4640 TRUEMAN BLVD ' EXISTING LEACHING AREA = 827.8 SF, ADDITIOANAL AREA REQ'D 1040.5-827.8 = 217.8 SF C C OVERALL.WIDTH 34" HILLIARD, OHIO 43026 EXISTING SEPTIC TANKS: 2-1000 GALLON TANKS IN SERIES = 2000 GALLONS TOTAL i PERC CAPACITY 13.6 CF EXISTING D-BOX: 1 INLET, 6 OUTLETS 36"/48" (101.7 GAL) ADVANCED DRAINAGE sYsrsMs, INC. MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM EXPANSION ADD 1 ROW OF 8 - 16" (H-20) ADS SIODIFFUSER UNITS 2.5Y 6/6 2.5Y 6/6 LANE OST STARBOARD ERVILLE MA W NO STONE FOR AN S.A.S. WITH DIMENSIONS 2.83 X 50 206 S � � MAY HIGH CAPACITY H 20 INFILTRATORSBE SUBSTIT iliv n 206 Starbosrd Ln MA 0 655 SUBSTITUTED Pr red for: Michael Sullivan, Osterville 2 � ) epa SIDEWALL AREA: NOT APPLICABLE SCALE DRAWN JOB. NO! 31.8 144' 32.0 144" Engineering by: �, BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODIFFUSER) PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering Works, Inc. N.T.S. P.T.M. 109-13EX 8 UNITS x 6.25 LF x 4.73 SF/LF = 236.5 SF, TOTAL AREA = 827.8 + 236.5 = 1064.3 SF NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF x 1064.3 SF = 787.6 GPD (ESTIMATED GROUNDWATER, EL. 3.0t) (508) 477-5313 10/21/13 P.T.M. ,� of 3 DIRECTIONS: MM a '_ : iG / F.F. EL. 25.s2 From Hyannis: Take first exit off the See Note 6 (typ.) y .� rotary onto West Main Street; Take a F.G. EL. 24.00f F.G. EL. 20.00t F.G. EL. 19.25t F.G. EL. 13.0-19.0 (MAX.) x left onto Pine Street and continue y, onto South Main Street. Turn left onto West Bay Road and another left onto ` Bride Street; Continue onto Oyster Way and a slight Left onto Seapuit % ee EL. 22.62 & Provide Inlet lash = 6 River Rd House # 195 is on the Left. Baffle, or Splash (l " 22.82' Plate As Required SEE NOTE 8 (TYP.) a EL. 17.0 Top EL. 16.0 rk ' Proposed EL. 16.1 2000 Gallon D-Box EL. 16.00 Septic Tank 16.75I1- EL. 15.00 Leaching » 1< �M , +* e Flow Equilizers Chamber As equired Bedding,"T"s, & Baffels Bot. L. 13.0 ,k rs s as Per Title 5r 10' If Encountered Remove & Replace Min. All Unsuitable Soils Within 5' of 10' Min. - Slab The Outer Perimeter of The System �? i #q.4CS 20' Min. - Foundation „1 tad rwt! kr+� ._' .. . DEVELOPED PROFILE OF SYSTEM EL. 7 Na Groundwater : NOT TO SCALE ENGINEER TO VERIFY - Location Map SOIL CONDITIONS 1"=2000'f SEPTIC NOTES ASSESSORS REF.: 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours DESIGN DATA Map 070, Parcel 016 Prior to Any Excavation For This Project the Contractor Shall Make 8 Bedrooms x 110 GPD=880 Gallons/Day Mop 070, Parcel 015 the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town SEPTIC TANK w Agencies For Construction Defined by Thus Plan. OVERLAY D 1 S T R I C T. 880 GPD x 200%=1760 Gallons 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 2000 Gallon Tank Required A P - Aquifer Protection District I Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance LEACHING AREA RPOD - Resource Protection Oerl oy District With 248 CMR 1.00-7.00&310 CMR 15.00. 880GPD/0.74(LTAR)=1,189.19 SF Required 4.A Minimum of 9"of Cover is Required for All Components. Proposed Field 76'xl2.83' 5.All Structures Buried Three Feet or More or Subject Sidewall=(76'x2+12.83x2)x2'=355.32 SF to Vehicular Traffic to be H-20 Loading.It is the Engineer's Bottom Area=76'x12.83=975.08 SF FLOOD ZONE. Recommendation that H-20 Always be Used 1,330.4 SF Total Provided j 6.Install Watertight Risers and Covers to Grade in Driveway, _ C n z(cl or to Within 6"of Finished Grade In Lawn. LEACHING CHAMBER DESIGN Community Panel No. 7.Septic System to be Installed in Accordance With 310 CMR 15.00& All Pipes to be Schedule 40. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Use 8-500 Gal.Chambers in a 76'x 12.83' #250001 0018D Board of Health Regulations. Double Washed Stone Field as Shown. oad Ra1e65, Jul 2, 1992 8.All Piping to be Sch.40 PVC. s15s.75 y 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Vd a Y) Sump of 6". /Private 7 We- 10.The Separation Distance Between the Septic Tank Inlets and l Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend +' a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 23" ver 2. 575'i2'S3.W Below the Flow Line,and Shall be Equipped With a Gas Battle. �q p' CONSERVATION AREA CALCS. ZONE: + `r 50-100'Buffer 14 Existing Impervious Area 580.52 SF RF-1 Proposed Impervious Area 457.26 SF UA Area (min.) 87, 120 SF (RPOD) r"eaP575� .W r , Net 123.26 SF Less Impervious Area , 197,90' t Frontage (min) 20 -� 0-50'Buffer Width (min) 125' - Un-Changed Setbacks: i ' Fron t 30' O � ' �. .,7.5 / + 3 , ; Side 15', 1 + + `� + r Rear 15 0 1 Q') / + ; Lot Area ' 92565f S.F. J ' O D f • O , LEGEND. . II + ,�/rip / oM Electric Meter + / ii%'� it QS Sewer Manhole -25- -- c �- 9 ++ `� J ° ,� i j ® Catch Basin r�� ' r Hydrant r Cobble p + ( Bit Driveway - Stone 11 I CB/DH __.- - w/Sfeel Edge / o t _- Nf Parking 11 9 /Stor Post ora a ag g .1� Light �.r. n Guy 24 -, ;1 Utility Pole ° O - r a °24.5 Gravel Driveway wP Wood Post a w one Edge o OHW- Overhead Wires 2 ❑ + - -25- - 0 Elevation Contour �. o t 3 ❑ ❑ �. Holly Tree CL r\ __ --za /z� h _ _rn 2 Sty wlf a o jy rr 9 �� ❑� Pool House ® ' 4 Dwellin Deciduous Tree FF=25.82' ROPOSED + 'A ADDITON N IEnclosed I 1�2 , 34.5 [ 5'Min. Porch Patio �. �" Coniferous Tree <,Kd Sill 25.70' + Covered ........ ' Deck Cedar Tree PRO 10.0' - sto;, .............. SEP TI C -DEti,�' --21-- . TANK 1 111 1 , UTDOOR j o $ d O PR OS D �'� 1 i ii �QTCHEN Deck -. - PRO OSED`'a i ...............Lawn......... ........A..-....--.... .. .. ......POOL........ ; PERC TEST: 14,146 • - 1 PERFORMED BY CSULLIVAN ENGINEERING ..._ _ . . � 1 )PERGOLA 1 HARLES ROWLAND,Err- SULLIV ............................. ....................... .................9........P...... x ' j 0 i PO1d SOIL EVALUATOR NO.13586 10'Min. ` x aw.19.50• i I RO 0 ' AS 12.83' Existing Septic d i I ECK 1 ; WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABLE it to be Remove \ p i 3__ OCTOBER3,2013 SITE PASSED 76.00' - J 1 xi Ling 'Ifl o R R TH-� .,, \ 1 ❑ Patio #195 TEST HOLE- 1 TREES TO BE wo//, to EL.19.0 REMOVED Dw so D«zz9sk be Remove 2 Sty w1f i TH 3 t D w ' .r el n 9 Lawn 100.0' \ ` 10TH- \ 42 1rL SANDi: 15.5 st j B LAYER 1 OYR 618 BROWNISH YELLOW ' + \ \ .,\ 1t eK 25.70' 66" MEDIUM SAND 13.5 + \ 1 i _ C LAYER lOYR 7/4 VERY PALE BROWN + + MEDIUM COARSE SAND �� ~`' + 12 L a n 66" PERC TEST 13.5 ' t Lawn y'\ 50,0• 25 GALLONS IN<15 MIN. WORK L/MI T ` ( \ 132" PERC RATE<2 MINAN TAR=0.74 8.0 Lawn I \ 084 NO GROUNDWATER ENCOUNTERED ~� '� 50.0 � . �n \ TEST HOLE 2 1 T' EL.19.0 F P a Lot Area Pole B + g O 0 f i 88862t S.F. �+ Top kTt......:...................:.......:: ! 2 15.5 j + t \ D B LAYER 10YR 6/8 ............:._ / - �- BROWNISH YELLOW ` .�....... .. d e!of Lawn �- _ MEDIUM SAND 13.5 \ j \ .......... \ _ _ C LAYER lOYR 7/4 • + - ! _ Bottom O N R RED ''. ___1 __ _- VERY PALE BROWN , / � _ - 132" MEDIUM-COARSE SAND 8.0 /OH + Bott f Bonk _ //� /f„ / J -_• O GROUNDWATER ENCOUNTE Zone C 'Zone r` ' ......................................15" /.....a' / /JI 1r?.tl� #1951seapu Rlver Rd / i �E /+ \\` f1 °oa.....•`_._.--- _R, ' (� e / D sty wellln9 TEST HOLE 3 EL.1a.5 i f FIhE ° - Lawn t k\ r \ r III 1 I Wood Rack 36 M 5ANI3: 15.5 + } ;+ i \ -_ ............. /`., f // l 1 / ALAYER IOY3 3/2 _ 1 ti l Wood VERYDARICGRAYISkIHROWI!1 awn - l - / , ,-IRack l .Post B LAYER OYR 6/8 42" 15.0 BROWNISH YELLOW r r .- - r ------ FND MEDIUM SAND PERC TEST 1 ___� ` '� •- L ~- - % �' 66" PERC RATE 5 MIN/IN(LTAR=0.74) 13.0 VERY PALE BROWN 132" MEDIUM-COARSE SAND 7.5 NO GROUNDWATER ENCOUNTERED Grass TEST HOLE-4 - r ri Coastal Bank .'.� 36 Me.SAIVIX::: 15.5 __- LA'YER£OYit3 .. ._ __. VERY T1ATFKGPAVISHi I1V11tT _ ` 0 42 . . SAhIDYLf}AM 15.0 B LAYER 1 OYR 6/8 BROWNISH YELLOW -- -- 68" MEDIUM SAND 12.8 C LAYER lOYR 7/4 VERY PALE BROWN 132" MEDIUM-COARSE SAND 7.5 NO GROUNDWATER ENCOUNTERED Top°I PNr Seapuit River O / / I O O Top Of PNr D-S2'(mil) \\ I ���PLTHOF/17Qssq - - - - - - - - - U 08 �FG/STER�� ss/ONAL ENG\ apultridal) RiveSe Revision: Proposed Septic System at 217 Seapuit River Rd. 10-16-13 Title: P EPARED BY: PREPARED FOR: Notes/Revision: Proposed Improvements Sullivan Engineering, Inc. Joseph R Jenkins Tr. 1.) The property line information shown was Plan Of Land At CapeSur - 512 w. Main sr. compiled from available record information. PO Box 659 7 Parker Road CD ' Osterville, MA 02655 Osterville MA 02655 Shrewsbur MA 01545 2.) The topographic information was obtained rt 217 & 195 Seapuit River Road In (508)428-3344 (508)428-9617 fax (508) 420-3994 / 420-3995fax from an on the ground survey performed on or between 221MARIll & 24/MAR/11. Mass Bamstable (Oyster Harbors 3. The datum used is NGVD '29 a fixed mean Field. WHK/MLL Review. RRL ) 30 0 15 30 60 120 sea level datum. Date: n Scale: �� Comp.: WHK Proj. # 97016_M.Egan September 25, 2013 1 =3� Draft: WHK/RRL/CTR Drawing # C354_7g1