Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0183 BAY STREET - Health
��3 � S�-re,�—� (�S�cv i�t� �, ! 1 _- ..__-___.� .. ... �, r. _ i 4 1 Y �� { r J �� �+ _{t 1, 1 i �+ I t ;, C6 Fee �o No. THE COMMONWEALTH OF MASSACHUSETTS Entered in compute PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLatlon for Disposal &pstem Construction Permit Application for a Permit to Construct(yo�Repair( ) Upgrade( ) . bandon( ) Complete System ❑Individual Components Location Address or of No. I ,3 + 1 / S r wner's Name,Address,and Tel.No. Assessor's MapVVc 1 Installer's Name,Address, nd Te.No. JP,Q t(3 01; 6`{3 Designe�y's Name,Actress,and Tel.No. G C.®a+5 .G S,VJaf.,V 5 02660 sl/(/rath 4=' i117ee%/)9 S -Y29- 3 4°Y Type of Building: A03 Y3 4Crcl P�asr�xor l Dwelling No.of Bedrooms 7 16r. Lot Size 0,93c cyj a(, sq.ft. Garbage Grinder( ) Other Type of Building S rD No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '770 gpd Design flow provided 771 gpd Plan Date -Z-/9A20!f Number of sheets Revision Date C121 0/6 Title oS-ed X/hp/'o v c '►"�S.. Size of Septic Tank 24PO H-Zo Type of S.A.S. / . Sdd Description of Soil-r W-x C^//"' !!!fZE /0 YI 'eA 54 1/— 9 • Q" C-1 tr 10 YR 5' C e® , a 2 — /3 C 1 La r 20 r2 9 Al SqA Ot Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and ntenance f the afore described ewage disposal system in accordance with the provisions of Title 5 of the Environmental ode and not in operati n until a Certificate of Compliance has been issued by this Board of Health. Si o Date /(1 2 /6 Application Approved by Date ,0 Z,Co 16 Application Disapprove Date for the following reasons Permit No. za Date Issued d mod/ 1 �d K x. �wv���: t . � !t• I No. �, { t Fee �5 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN,OF BARNSTABLE, MASSACHUSETTS ' J i, 4plication for is osaY- psterrt c onstruction Permit fr. : ; a..r Application for a Permit to Construct(4"Repair( ) Upgrade( ) bandon O n-Coomplete System ❑Individual Components :.� Location Address or Lot No. 1 3 4 Owner,s Name;,Addres,dM Tel.No. Assessor's Ma P �1hPar1 t 15 - � 5 Installer's Name,Address,,and Tel'.No. to,O 43 Designer's Name,Address,and Tel.No. F ' $vAt�`�!t 41-n 117eer."� .� �G9-YZB-13 511ti' ` Type of Building: r .3v' /33 4 rJ r t ..� �ci ti3r�Jor S Dwelling No.of Bedrooms Lot Size a 9l t'f rJ 0_C sq.ft. Garbage Grinder i Other Type of Building r`D No.of Persons Showers( Cafeteria( Other Fixtures Design Flow(mip.required) 7 70 gpd Design flow provided 7T l gpd ` Plan- Date,'�2/�` /10/6 Number of sheets Revision Date Title l. /,. Size of Septic Tank 2 Goo �kf-2 p Type of S.A.S. (n'•.' SGUciti �a� CH�A6i��f S H- F J Description of Soil -r 0—/1 _,41E ![ tr'$ to Y1,9 f?,q is a y .$a n�f .' a 7,. l 3 10 �/Z �/��' N� 5,,A Y I Nature of Repairs or Alterations(Answer when applicable) I r Date last inspected: t P Agreement: ;s ¢ The undersigned agrees to ensure the construction and�m+�' 'ntenance f'the afore described o -sib ewage disposal system in accordance with the provisions of Title 5 of the Environmental G'ode and not to ace the-s s ern operation until a Certificate of Compliance has been issued by this Board of Health. - Si_ ed " 4 a Date /G 2 1 6 -rApplication Approved by � Date Application Disapprove Date for the following reasons Permit No. f C:Y�. — G�' Date Issued ?jp Z6/ _ -- - ----------- _ ,n THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(/ ) Repaired( ) Upgraded( ) ..--{•�, Abandoned( )by at 15-3 -1'- 1`?/ 4-3g V S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.-ZP6 7 Y dated ` Z616 Installer Designer J E�fl l/�rh l= C ir•°�tr'Pf,'n #bedrooms 7 4 (. Approved designn flbw !7 0 gpd The issuance of this permit shall not be construed as a guarantee h e that the system will ct P gLdn as designed Date 12-1 1 (� Inspector .�{% "'�1� .- ,_—__ _ �_ --------Fee------------------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS R I� s Dear * stern Construction Permit { Permission is hereby granted to Construct Repair( ) Upgrade( . ) Abandon( ) System located at - r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:/Co struction must be completed within three years of the date of this permit t Date p d Approved by " i'�� TOWN OF BARNSTABLE LOCATION 063 &AY STMEf SEWAGE# 2 D VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. C.C_CpJST�Vt-Tilde�►JL. S�-3g$ t$1' SEPTIC TANK CAPACITY 20M CAL E �OCID LEACHING FACILITY. (type) Gov C*L- LIE NCR c r - (size) NO. OF BEDROOMS 7 OWNER 64 LX PERMIT DATE: U 4 COMPLIANCE DATE: Z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY .I a+ w ¢ W GIN LVJ v: v'_ oWo tr w W � a a R1 Ln X. v s rt � w -i O N o Q O Viz.) T t Town of Barnstable Regulatory Services Richard V. Scali, Interim Director * BARNSTABLE, 9� MAS& ��$ Public Health Division 10rEc 39. Thomas McKean, Director r 200 Main Street,Hyannis,MA 02601 . Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: l2 < Zo I Sewage Permit# Assessor's Map\Parcel 1 ? Designer: S� '��� .n e�er.'45 — Installer: G,c , cv,15TKu(-Tian/, ItC Address: P-'r k-,, Address: 407#_ y�,VWS R1 oz66D On was issued a permit to install a (date) 4- (installer) septic system at l9/ T?y s4 based on a design drawn by (address) e 4P dated C11t012"/� (designer) . V____I certify that the septic system referenced above.was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the em referenced above was constructed in compliance with the terms of approv 11 tters i 1*abl0 q (I ler's Signature)etu e4sTdgm yu.coc"ay 52699 y (Designer's Signature) (Affix Des i Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION ,0633 13AV STOECT SEWAGE# 2, o `,)2,y VILLAGE �p �IUk- ASSESSOR'S MAP& PARCEL INSTALLER'S NAME&PHONE NO.. C .0.Ca,1sT �-T��I'�• '3`�i�'181 t SEPTIC TANK CAPACITY 2000 GkL i loop ('Alt- 5cPlt-c- Ti,,IV- LEACHING FACILITY: (type) 5-v CA- (size) NO.OF BEDROOMS 7 OWNER L o Ve r PERMIT DATE: U p COMPLIANCE DATE: Z / Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY f A 0' z i7.6'' 23 6u Z�' i9.6� GAOAGE Dn()'c Lo- A s z6• z5' 5 ys 6u 3b 6 35; 3�i 03 0 0 � GS � 6 4 z000 �� p TANy- l000 GAL C 5 p I'17 SCHULZ LAW OFFICES, LLC WILLIAM CHARLES PLACE 7 PARKER ROAD OSTERVILLE, MASSACHUSETTS 02655-2034 TELEPHONE(508)428-0950 FACSIMILE(508)420-1536 ALBEIT J.SCHULZ MICHAEL F.SCHULZ aschulz®schulzlawoff=es.com nls&ulz@schulzLt..VDffim.com June 27, 2016 Mr. Thomas McKean, Director Board of Health Town of Barnstable 200 Main Street Hyannis, Massachusetts 02601 Mr. Jeffrey Rudziak, Director Assessing Division Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 Via Email: thomas.mckeanQtown.bamstable.ma.us and i effrey.rudziakgtown.bamstable.ma.us Re: 183 Bay Street, Osterville,,Massachusetts Dear Mr. McKean and Mr. Rudziak: I am writing on behalf of my clients,Thomas and Helene Lauer(the "Lauers")with respect to their property located on Bay Street in Osterville in order to make sure that each of your respective departments understand the current status of the property as septic permits are sought and the fiscal year draws to a close. Based on the facts that follow, 183 Bay Street, Osterville, MA ("183 Bay Street") and 191 Bay Street, Osterville, MA ("191 Bay Street")have been merged into one lot,with a common current address of 183 Bay Street, and should be considered one buildable lot from an assessing and legal perspective. On September 30,2015,the Lauers purchased 183 Bay Street and 191 Bay Street. See Exhibits 1 and 2. At the time of their purchase,title to each property was held separately in order to protect them until a decision was made regarding development. See Exhibits 1 and 2. In early 2016,the Lauers made a determination on development and undertook the necessary steps to merge the properties. Initially,title to 191 Bay Street was placed in common ownership with 183 Bay Street. See Exhibit 3 (comparing with Exhibit 1). Thereafter,the dwelling at 191 Bay Street was demolished in May 2016,which eliminated any grandfathered 11Page protection as a developed lot or ability to rebuild on said lot. By operation of law, 191 Bay Street merged into 183 Bay Street to create one buildable conforming lot. Once the construction at 183 Bay Street is complete, a perimeter plan will be recorded and a copy of the recorded plan will be provided to both of you. The perimeter plan will reflect a total lot area of approximately 67,170 sq.ft.,with 47,490+/- sq.ft.being upland and 19,680+/-sq.ft.being wetland. In conclusion, 183 Bay Street(Map 117,Parcel 152) and 191 Bay Street(Map 117, Parcel 153) should be considered as one buildable lot and assessed accordingly. If you need any additional information,please do not hesitate to let me know. Thank you. Very truly yours Yhael F. Schulz Schulz Law Offices, LLC cc: Sullivan Engineering& Consulting, Inc. Cafco Construction f 2jFage 3 1 P a g e BJc 29173 Pg319 #47735 09-30-2015 C 03: 07p Quitclaim heed. Laura Trust,Trustee of 183 Bay Street Realty Trust,a Massachusetts rezaty trust established by Declaration of Trust dated August 23,2001 and recorded with Barnstable County Registry of Deeds in Boob 14212,Page 213,for consideration paid of Five Million Three Hundred Thirty Nine Five Hundred Sixty and 001100($5,339,5b0.0,D)Dollars,paid,grants to Thomas Lauer and Helene Lauer, husband and wife,as tents by the entirety,having a mailing address of 9 Arlington Street,Boston, MA 02116,with Quitclaim Covenants, The premises commonly Imown as 183 Bay Street,0sterville,Massachusetts, being More particularly described with the land and improvements situated in Bams mbte(0sterville), {� Barnstable Colmty,Commonwealth of Massachusetts,Founded and descn'bed-as follows: SOUTHERLY by land of the Wianno Golf Club by three lines measuring two hundred sixty-nine and 4110(269,4)fact,two hundred twenty-six any 2/10 (226.2)feet and thirty-five and 6110(35.6)feet,all being more or less; WESTERLY by North Ba} v NORTHERLY by land formerly of Katherine Daniels and now of Charles J.Dwiels, two hundred forty-six and 541100(246.54)feet;more or less; Q. WESTERLY by land of said Charles J.D►aniel%five(5)rods,more or ; NORTEIERT Y by land of said Charles J.Daniels,fourteen(14)rods;more or less,and rn again; WESTERLY by land of said Charles J. Daniels,two hundred thirteen and 80/100 (213.80)feet,more or less; NORTHERLY by Bay Street or Sunset Avenue,twwenty five(25)feet,more or less; EASTERLY by land of said Wianm Club,two hundred thirty-four and 2110(234.2) feet,more or less. 1V1,ewiing and intending to convey all the land lying between the Wiaaw Golf Club land and land now or formerly of Charles J.Daniels,formerly of Katherine Daniels,and being the land shown on"Plan.of Land in Osterville,Mass.,as starveyed.for Frederick;and Carol S.McLane,Jr.,April . 21, 1949,Bearse&Kellogg,C.E"and recorded in Barristatble County Registry of Deeds,Plan Book 88, Page 107. For title,refer to deed of Michael Deeley and Ruth V.E.Deeley to Laura Trost,Trustee of the 183 Bay Street Realty Trus%a Massachusetts realty trust established by Declaration of Trust dated AugustAugust23,2001 and recorded with Ilamstablt County Registry of Deeds in Book 14212, Page 213,dated Septeinber 5,2001 and recorded with Barnstable registry of Deeds in Book i 14212,Page 219. MASSAM SCM STD EXCISE n BABNSTAB.I.E Co[FNTY EXCISE TAF BAwsTABLF Coumrf REGIST&Y of DEEDS BAMSTABLE GOUNTr REG€v= Or DEEDS �L Date: 09-30-2015 0 03:07pm Date: 09-30-2015 0 03:07PM 645073 v1/37538/93 Ctl#: Z439 Doc#: 47735 Ct7.#: 1439 DoC#: 47735 Fee: $14,418.00 Cons: $5,339,560.00 Fee: $10,262.80 Cans: $5,339,560.00 Bk 29173 Pg320 #47735 Witness my hand and seal this. - .Ito— day of September, 2015. 183 BAY STREET REALTY TRUST .Trust,Trustee not individliy GOMI MONWEALTH OF MASSACHUSETI'S 9U ,ss. On this 14 day of September,2015,before me,the imdersigned notary public, personally appeared Laura Trust,proved to me through satisfactory evidence of identificafton, wlich was Witt irk F3 Aa c-ev t� ,to be the person whose nwne is signed on the preceding or attached document,and acknowledged to the tM she signed it voluntarily for its sited purpose as Trustee of 183 Bay State Reap Trust. NOTARY PUBLIC (Ax Natarid Seal Printed Aiame: &,sar4 f ir. f9'*00q- My Commmi ion.Expires. T. )4 . f� 645073 vi./37 J93 MMSTABLE CODSTr REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY - 4194 B4 Y r 101.5 �^=0a 7 n.warim.,s. YJ A W $ (n Y o � fi C 4 C h R 228.58 -M to .AREA 7��Qdcs,rn 00 2� w ,G'70 SQ"g.r _ 16. ,66' 1 l A,Cor o� '��}21 PLAN OF. LAND °{ As GUPVLY0t> Foa. b FREL»t ICk &. CAIZOL S. MCLANE.i1k.. iqg "e sczalee lroch-40 9-wgl• - Apr} 1 21, 194q- 6t arse s. keling W Civil rEngi»ears — � iYrtnl•e,T au1.r i�sclsrRY OF DMS AU©£3 1941) RE0011 EM 1868 EXIIIBIT . 2 Bk 29173 Pg284 #47720 v . 09-30-2015 @ 02 :57p Quitclaim Deal. Laura Trust,Trustee of 191 Bay Street Redty Trust,a Massachusetts realty trust established by Declaration of Trust dated.August 23,2001 and recorded with Barnstable County Registry of Deeds in Book 14212,Page 243,for consideration n paid of One Million Three hundred Fifty Fight Thousand Four Hundred Forty and 00/100 ($1,358,440.00)Dollars,paid,grits to Michael L frill,as Trustee of the Wianno 191 Realty Trust,under Declaration of Trarst dated September 30,2015,as evidenced by an abstract oftrust recorded herewith,having a mailing address C/o Gill Devine,P.C.,776 Maim Street,Hyannis,Massachusetts 02601,with Quitclaim Covenants, The land together with the buildings and improvements thereon situated at 191 Bay Street Bm-asuble(0sterviHe),Barnstable County,Massachusetts contah iing 26,150 square ket,more or Iess,and shown on a plan dated larch 20, 1954 and recorded in Plan Book 114,Page 91 and entitled"Flan of Land in Gstery lle—Barnstable—Mass. as surveyed for Charles J.Daniel", Bearse&Kellogg,Civil Engineers;said land being more particularly bounded and described as q follows: NORTHERLY by the Southerly line of Bay Street,so-called(a Town Way),one hmidre d twenty(120)feet; EASTERLY by land now or foirterly of Frederick S. and Carol S. McLane,two hundred eleven.and 94/100(211.94)feet; SOUTHERLY still by said land now or forunerly of said Frederick S.and Carol S. McLane,one hundred twenty(120)feet;and cWESTERLY by land now or formerly of Charles J.Daniel,two hundred twenty-three and 961 100(223.96)feet. Q� For title,refer to deed of Gail C.Nightingale and Virginia C.Sty to Laura Trust,Trustee of � the 191 Bay Street malty Trust,a Musachmetts realty trust established by Declaration of Trust dated August 23,2001 and recorded with Barnstable County Registry of Deeds in Boob 14212, Page 243,dated December 21,2001 and recorded with Barnstable Registry of Deeds in Book 14664,Page 334. H&SSAMMSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 09-30-2015 a 02:57pm atl#: 1409 Doc#: 47720 Fee: $4,646.07 Cons: $1,,35$,440.00 645189Y1/37538M BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 09-30-2015 a 02:57pm Ctl#: 1409 Doc#: 47720 Fee: $3,667.95 Cons: $1,35S,440.00 Bk 29173 Pg285 #47720 Witness my baud and seal this day of September,2015. 191 BAY STREET REALTY TRUST Laura Trost,'Tame and not irnl dully COW40NWEALTH OF MASSACHUSETTS S# , ss. (fin this 14 day of September,2015,before tree,the undersigned Mary public, personally appeared Laura Trust,proved to me through satisfactory evidence of identification, which was -V07P—`-t +.A`Ce:N ;Sr ,to be the person whose nee is Aped on the preceding or attached document, and acknowledged to=that she signed it volumarily for its stated purpose as Trustee of 191 Bay State Realty Trust. NOTARY PUBLIC [,4,Tm Motai*d Seat] Printed 1�iarne: ' V. i"Cr Ok— My Commission Expires: 19 601$9 vlA753"3 JOHN F. MEADE, REGISTER EMMSTABLE COIINW REGISTRY OF DEEDS RECE114ED E RECORDED ELECTRONICALLY - �► R` W4YJ 12p op Charles. J. Daniel 26, 1608 ° v L Q1 8x Iron � PIP fl�'8.53 /2aoo A1163.20 40 lY CIS. s rrec%.rt ck S. � Cam,f S► �c�ar� f LAN OF L4AID RWOt3 MW ru O STEPWI ZL E - Barra s#able - MASS. As SURVEYED MA Scale: 1 in.=40 R. - March 20, 1964 Bearse � KE!lagg - Civil fhgineers I� II EXHIBIT 3 f _...... _....._..--- ---. _...... ..... ........... ... 5 1 JP age - J QUITCLAIM DEED I, Michael I Gill, Trustee of Wianno 191 Realty Trust, under Declaration of Trust dated September 30, 2015, an abstract of which is recorded in Barnstable County Registry of Deeds Book 29173, Page 282, of 776 Main Street, Hyannis, Massachusetts 02601, for consideration paid of Ten($10.00)Dollars, grant to Thomas Lauer and Helene Lauer,husband and wife, as tenants by the entirety, having a mailing address of 9 Arlington Street, Boston, Massachusetts 02116 With Quitclaim Covenants,the land together with the buildings and improvements thereon situated at 191 Bay Street, Barnstable(Osterville),Barnstable County,Massachusetts, containing 26,150 square feet,more or less, and shown on a plan dated March 20, 1954 and recorded in Plan Book 114, Page 91 and entitled "Plan of Land in Osterville—Barnstable—Mass. as surveyed for Charles J. Daniel", Bearse& Kellog, Civil Engineers, said land being more particularly bounded and described as follows: NORTHERLY by the Southerly line of Bay Street, so-called(a Town Way),one hundred twenty(120) feet EASTERLY by land now or formerly of Frederick S. and Carol S. McLane,two hundred eleven and 94/100 (211.94)feet; SOUTHERLY still by said land now or formerly of said Frederick S. and Carol S. McLane, one hundred twenty(120)feet; and WESTERLY by land now or formerly of Charles J. Daniel, two hundred twenty-three and 96/100 (223.96) feet. 1 h D' r J ' The Grantor hereby certifies as follows: 1. I am the current and sole trustee of Wianno 191 Realty Trust; 2. Wianno 191 Realty Trust has not been altered, amended or revoked and is in full force and effect; 3. All of the beneficiaries of Wianno 191 Realty Trust are of full age and competent; 4. All of the beneficiaries of Wianno 191 Realty Trust have consented to the conveyance of the premise for the consideration recited in this deed. Being the same premises conveyed to grantor hereof by deed of Laura Trust,Trustee of 191 Bay Street Realty Trust recorded in Barnstable Registry of Deeds Book 29173, Page 284. WITNESS MY HAND AND SEAL THIS 26th DAY OF FEBRUARY 2016 Wianno 191 Realty Trust By: Michael J. ill, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this 26`h day of February, 2016, before me, the undersigned notary public, personally appeared Michael J. Gill, aforesaid trustee, personally known to me to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. (iARET M.MMT0N Notary PUNC —- commonweafth of Massacttiusetts Notary Public My Commission expires: My commission expires: February 1,2019 2 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register a.,, ( - Town of Barnstable P'# Department of Regulatory Services KUMSTAOM Public.Health Division DateMAM 200 Main Street,Hyannis MA 02601 r C 1U , Date Scheduled t! Time Fee Pd. fl Soil Suitability Assessment for Se age Disposal Performed By: a1i1 ` (1 V1 0 , U1+1.Witnessed By: r LOCATION&:GENERAL_INFORMATION I , - /r Location Address $ ��>.a�JCJi S Owner's Name 7h(JF' a S, �7t enc Aa oe 1? / Address Ci be 41I1V67011 S#. / ^_ `essor's IVIap/Paicci:"%% 7 /5 Engineer's Name r , ' C I/�l U If rr--r &VJIIV4-h �n�'1/1��1'/�l NEW CONSTRUCTION REPAIR Telephone# o y) ,33 q Land Use eerld' 441�4 Slopes("/o) 4"to Surface Stones yl epo•e— Distances from: Open Water Body f 50 — ft Possible Wet Area 5'©—� ft Drinking Water Well ft Drainage Way ft Property Line ft Other. ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 24 003 a •. Var VA fir] *7153 175 �d 1s1 1171% _ 011 • � 'Tttf-3 11 152 .. • ivl c±k I u378,. 0 Parent material(geologic) a&AQ j Depth to Bedrock ®® �" Depth to Groundwater. Standing Water in Hole: «//S' Weeping from Pit Face J rd' Estimated Seasonal High Groundwater -Y -f ` 8. DETE INATION FOR SEASONAL HIGH WATER TABLE Method Used: W42 Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST lliiw4+ l Observation b Hole# e Time at 9" 4 Depth of Perc Z ` 23 Time at 6" Start Pre-soak Time @ ® Time(9"-6") End Pre-soak Rate Min./Inch C 2�'~�� Z~"7•k Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC r " DEEP OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling' (Structure,Stones,Boulders. Consistenc ° Grave 1!- y 13, S9 <O f'l'C 4° 29- 1,8 . :DEEP OBSERVATION. HOLE'LOG Hole:# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bou13ers. �/ Gonsrstenby.%Gravey,, ©— 12 � L f9 4AI I2- e Q f 30439 ' C :;DEEP OBSERVATION HOLE:LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc ° Gravel) ®� Na S9 I4/- 73 S'Q toYR Ire 23 - 3? toYZ 37- 1,2..4 Cz �, Sao, 01 2161"Y DEEP OBSERVATION:HOLE-LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven' o -!y`' .41E Gw#%q 10PIC `1/? T Flood Insurance Rate Mau: Above 500 year flood boundary No Y Yes Within 500 year boundary No Yes x Within 100 year flood boundary No— Yes Depth of Naturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yef If not,what is the depth of naturally occurring pervious material? Certification M I certify that on _7 !t q t/ (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training expertise and experience described in 310 CMR 15.017. Signature Date 6 2< t'b Q:\SEMC\PERCFORM.DOC f Commonwealth of Massachusetts y Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 183 Bay Street E,m Property Address t �.I 183 Bay Street Realty Trust Owner Owners Name/ t information is OSteNllle ✓ r required for every MA 02655 7/31/F15 page. Cityrrown State Zip Code -Date of Inspection ;Mti A(1 tt•� 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. f Important:When € filling out forms A. General Information L on the computer, use only the tab 1. Inspector. key to move your cursor-do not James Ford use the return key. Name of Inspector ,V f � Company Name a P.O. Box 49 Company Address Osterville MA 02655 t CltylTown State Zip Code 508-862-9400 312482 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: r s ® Passes ❑ Conditionally Passes ❑ Fails } ❑ Needs Further E ation by the Local Approving Authority i 8/17/15 i Inspe 's ignature Date • i The ys m inspector shall submit a copy of this inspection report o the Approving Authority(Board of He or DEP)within 30 days of completing this inspection. If the systems a shared system or. has a design flow of 10,000 gpd or greater, the inspector and the system ow'ler shall submit the report to the appropriate regional office of the DEP. The original should be stint 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 N the same or different conditions of use. i I i i t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal Sys m Page 1 of 17 E Commonwealth of Massachusetts : Title 5 Official Inspection Form s o Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I 183 Bay Street t Property Address 183 Bay Street Realty Trust Owner Owner's Name information is Osterville required for every MA 02655 7/31/{15 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section A) System Passes: ® I have not found any information which indicates that any of the failure c iteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: t t I I B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined" (Y, N, ND)for the following statements. if"not determined," please explain. i 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 *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): - i i i f i t5ins•3/1 a Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 i Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owners Name information is required for every Osterville MA 02655 7/31/15 page. Cttylrown State Zip Code Date of Inspection B. Certification (cont.) € f ❑ Pump Chamber pumps/alarms not operational. System will pass with Bard of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ NDI(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): g f i 7 t Y } ElThe system required pumping more than 4 times a year due to broken of 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 d ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins-3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 17 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments I, •''� 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is Osterville required for every MA 02655 7/31/t 5 page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: y ❑ 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. f ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. I ❑ 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 certifies( laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. l i 3. Other: t I E Y t i ' S D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No t ❑ ® Backup of sewage into facility or system component die 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 E ❑ ® 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 in or available volume is less than '/2 day flow i t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 17 i • i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments it 1lug83 Bay StreetIf Property Address 183 Bay Street Realty Trust Owner Owners Name g information is ; required for every Ostervllle MA 02655 7/31/15 page. City/Town State Zip Code Date of Inspection B. Certification (cost.) Yes No 5 ❑ ® Required pumping more than 4 times in the last year N,OT due to clogged or obstructed pipe(s). Number of times pumped: t ❑ ® 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 jurface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within'a Zone 1 of public well. I ❑ ® Any portion of a cesspool or privy is within 50 feet of a Private water supply well. I ❑ ® 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 wafer quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates abs6nt 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. I ❑ ® The system fails. I have determined that one or more bf 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. t E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should cont'ct the appropriate regional office of the Department. 15ins•3/13 Title S Official Inspection Form:Subsurface�awage Disposal System•Page 5 of 17 t Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments r 183 Bay Street 4 Property Address 183 Bay Street Realty Trust Owner information is Owner's Name � required for every Osterville MA 02655 7/31/15 page. CitylTown State zip Code Date df Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no"as tol 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 t Wo 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? I ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, andthe 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? i ❑ ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System.!(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): 4 Number of bedrooms (actual); 4 r DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 t5ins•3/13 Title 5 Official Inspection Form:SubsurfaceSewage Disposal system-Page 6 of 17 ' I Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments •''y 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/31/;15 page. CitylTown State Zip Code Date Of Inspection D. System Information Description: ) t Number of current residents: 4 Does residence have a garbage grinder? b � '❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection,' El Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No I Seasonal use? ❑ Yes ® No . f Water meter readings, if available (last 2 years usage(gpd)): unavailable Detail: r Sump pump? ❑ Yes ® No Last date of occupancy: currently Date Commercial/Industrial Flow Conditions: Type of Establishment: I i Design flow(based on 310 CMR 15.203): Gallons per day(g d) Basis of design flow (seats/persons/sq.ft,, etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No I ) Non-sanitary waste discharged to the Title 5 system? El Yes ❑ No Water meter readings, if available: I I t5ins•3/13 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 I Commonwealth of Massachusetts } u183Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments yy E M Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/31/i15 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): t #t i t General Information Pumping Records: g Source of information: pumped yearly per owner I Was system pumped as part of the inspection? 1, ❑ Yes ® No If yes, volume pumped: gallons f How was quantity pumped determined? z I F Reason for pumping: Type of System: I , ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool 3 1 ❑ Privy 6 ❑ 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 i ❑ Tight tank. Attach a copy of the DEP approval. F i I ❑ Other(describe): 2 d t5ins•3N3 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 { Commonwealth of Massachusetts 4 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/3115 page. City/Town State Zip Code Date of inspection D. System Information (cont.) z Approximate age of all components, date installed (if known) and source of i formation: system installed - 1999 1 } Were sewage odors detected when arriving at the site? ❑ Yes ® No t Building Sewer(locate on site plan): i Depth below grade: feet i Material of construction: { a ❑ 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.): I I �I Septic Tank (locate on site plan): Depth below grade: 12" feet Material of construction: I I ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain) I If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate ❑ Yes ❑ No Dimensions: 1500 H-20 Sludge depth: I t5ins•3H3 Title 5 Official Inspection Form:Subsurface ewage Disposal System•Page 9 of 17 i Commonwealth of Massachusetts AM Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments a 18UIV 3 Bay Street Property Address 183 Bay Street Realty Trust s Owner Owners Name information is required for every Osterville MA 02655 7/31/15 page. Cltylrown 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 29 e Scum thickness 4 Distance from top of scum to top of outlet tee or baffle 5 Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? measure f Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): The Tees were present. There was no sign of leakage. Steel cover was 10"below grade in the driveway i ( I Grease Trapi (locate on site plan). Depth below grade: n/a feet 1 Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethyle ie ❑ other(explain): f Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle i Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: { Date t5ins-3l13 Title 5 Official Inspection Form:Subsurface tewage Disposal System-Page 10 of 17 I Commonwealth of Massachusetts uI Title 5 Official Inspection Form m t Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 183 Bay Street Property Address 183 Bay Street Realty Trust information Owner is Owner's Name required for every Osterville MA 02655 7/31/15 page. CitylTown State Zip Code Date qf Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle conc ition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): i I Tight or Holding Tank(tank must be pumped at time of inspection) (locate P p ) ( to�n site plan): � Depth below grade: t Material of construction: t I ❑ concrete ❑ metal ❑ fiberglass ❑ pol eth lene y y t El other(explain): � N/a f e Dimensions: Capacity: gallons Design Flow: gallons per day {9 Alarm present: El Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No i Date of last pumping: Date Comments(condition of alarm and float switches, etc.): t t I f i *Attach co of current pumping contract(required). Is copy attached? PY P P 9 ( q Yes ❑ No I f l5ins•3113 Title 5 Official Inspection Form:Subsurface S wage Disposal system•Page 11 of 17 1 E Commonwealth of Massachusetts t . Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °yf 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/31/ 5 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert even Comments(note if box is level and distribution to outlets equal, any evidencel of solids carryover, any evidence of leakage into or out of box, etc.): The D-Box was H-20 and in driveway. No sign of leakage. The cover was 6"below t i y t Pump Chamber(locate on site plan): Pumps in working order: ® Yes ❑ No* Alarms in working order: ® es ❑ No* Comments(note condition of pump chamber, condition of pumps and appurt nances, etc.): t A new pump and alarm box was installed after the inspection.The system pumps the liquid up to a higher elevation in the driveway.The steel cover was 10" below grade in the driveway I *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: I I l5ins-3113 Title 5 Official Inspection Form:Subsurface^>ewage Disposal System•Page 12 of 17 { 3 Commonwealth of Massachusetts ` t Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °r 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/31f15 page. CirylTown State Zip Code Date of Inspection D. System Information (cont.) Type. ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: i ( ❑ leaching trenches number, length: ® leaching fields number, dimensi I S: built x60' per as ❑ overflow cesspool number: qE 9 ❑ 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 was no sign of failure from leach field. A camera was used for the ins 1pction. i t I Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): a Number and configuration Depth—top of liquid to inlet invert - Depth of solids layer Depth of scum layer n Dimensions of cesspool Materials of construction i Indication of groundwater inflow ❑ 'es ❑ No t5ins 3113 Title 5 Offiaai Inspection Form:Subsurfaoe S fwage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection - p coon Form } Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owners Name information is required for every Osterville MA 02655 7/31%15 page. City/Town State Zi Code P Date 9f Inspection D. System Information (cont.) a Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t 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.): � N/a I i ( t ) ( _ t l - 6 `I F I {� i !Sins•3/13 Title 5 Official Inspection Form:Subsurface Sev age Disposal System•Page 14 or 17 i Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ' 183 Bay Street Property Address 183 Bay Street RealtyTrust Owner ; information is Owner's Name required for every Osterville MA 02655 7/31�15 page. City/Town State Zip Code Date If inspection D. System Information (cont.) I Sketch Of Sewage Disposal System: Provide a view of the sewage disposalIsystem, 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 3 l A 6A�Ag2 1 PCM II o A (� . a 0 &4 ® Treer l t t5ins•3/13 Title 5 Official Inspection Form:Subsurface SeSe age Disposal System•Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ` 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osterville MA 02655 7/31/15 page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high groundwater: 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: Topo and water contours map i ❑ Checked with local excavators, installers-(attach documentatiodg) ❑ Accessed USGS database-explain: l E S 1 You must describe how you established the high ground water elevation: i t S I f i Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 3 s Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 183 Bay Street Property Address 183 Bay Street Realty Trust Owner Owner's Name information is required for every Osteryille MA 02655 7/31/15 page. Cltyrrown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked f ® Inspection Summary D (System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file ) f I i I I i t t 1 ( I ( t I - t t • f s i ` t t5ins•3113 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 17 of 17 /01 DATE : --- ------ - PROPERTY A O O R E? S S ; 1 U. Bay Street ___..____ �Osterville,Mass_ ___ 02655 ----------------------- On Iho aboyo data, I Inapootod th.o eaptlo ,oystarr at the abQye address. Thls iyslom conslsls of (he f0110w1ng 1 . 1 -2000 gpallon septic tank with a 'compartment for 2-1 -Distr�but chamber. 3 . 2-5 ' X60 ' Leaching trenches. on box �eee� on my rnipacllon, I cortlfy the followln9 ovndltlona; 3 . This is a title five -septic system. ( 95 Code_ _), 4 . The septic system is in proper working order �' at the present time , - 5. The system has had very little use. SIGNATURE., Company Jo , .wh_P x• comb�r_b Son , Inc , // 7 ,/c(-- A d d r e i a ;_ Box_ 6 6------------- - --- - - - - ' I -_ C�nCo rri l l e L A6—_--632-0066 Phone; 508 _) 1_S_ ) 838--�_^�� THIS CCRTIFICATION 0OC9 NOT CONSYIYVYC A OVA RANTY OR WARRANTY J65EPH P, MACOMBER & SON, INC, 1 +nk� 0ri►poolil �,chli�id+ Pvmpfd 4 In+t+ll1d Town 5iwrr Oonniotloni P,O. 8ox 66 CinlirYlllf, MA 026J2-0066 775 mo 775,6412 �;. RECEIVED AU0 1 2001 TOWN O B NSTABLE I E ,per .\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION i TITLE 5 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 183 Bay St re-e Qgt mii i l e Mass . Owner's Name: Mi r-haAl Da®jeys Owner's Address: czam.o Date of Inspection: 8/ Name of Inspector: (please print) P Mar-nmper Jr. Company Name: .T P Mannmher g, ,S ;,n Inc. Mailing Address: Rnx 66 Cianter—i lie,—mass'. 02632 Telephone Number: P _3338 CERTIFICATION STATENMENT I certify that 1 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 Needs Further Evaluation by the Local Approving Authority Fails 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. Notes and Comments ****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 Inspection Form 6/15/2000 page I Page 2 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 183 Bay Street OST-eryi e,Mass . Owner: Michael Deeley Date of Inspection: 8 i 6. 01 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A System Passes: I have not found any in form- ati1 n which indicates that any of the failure criteria described in 310 CMR 15.30 in 370 C9R 15.304 exist. T-n�failure criteria not evaluated are indicated below. Comments: The septic sys'--rY is in proper working order at . the present- time- B. System Conditionally Passes: _.V,o One or more system cornponents 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 m,:tal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substant:..1 ;ntiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced a complying septic tank as approved by the Board of Health. *A metal septic tank will p ss inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 2Q years old is available. ' ND explain: Observation of sewae 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 Hea!±h): 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 approvat of the Board of Health): _ =broken pipe(s)are replaced obstruction is removed ND explain: t ' Page 1 of I I OFFICIAL, INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:1 83 Bay Street s ervi e, ass. Owner: Michael Dee e Date of Inspection: 8 1 6 01 C. Further Evaluation Is Required by the Board of Healthy Conditions exist which require further evaluation by the Board of Health in order to determine if the system is ailing to protect public heaith,,safery or the environrnent. I. System will pass unless.Board of Health determines In accordance with 310 CMR 15.303(1)(b) that the system is not Noctioning in a manner which will protect public health, safety and the environment: 10— 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 rributary to a surface water supply. I,Z�Q The system has a septic tank and SAS and the SAS is within a Zone I of a public water supple. 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 supple 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 Iess than 5 ppm, provided that no other failure criteria arc triggered. A copy of the analysis must be attached to this form. 3. Other:,, 3 Page 4 of 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 183 Bay Street Ostervil_le,Mass. Owner: Michael Deeley Date of Inspection: 8/16/01 D. System Failure Criteria applicable to all systems: You must indicate "yes"or`'no"to each of the following for all inspections: Yes No ackup 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 ogged SAS or cesspool Static liquid level in the distribution box above outlet.invert due to an overloaded or clogged SAS or esspool 02 s�X d()'/Pi9C,� Liquid depth in-cPC�is less than 6"below invert or available volume is less than 'h day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped-6— - 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. _ y portion of a cesspool or privy is within 50 feet of,a private water supply well. :5�ty 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.) _(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 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• 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 y the system is within 400 feet of a surface drinking water supply _ Va system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(IInterim 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 Page 5 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART B CHECKLIST Property Address: 183 Bay Street Osterville,Mass. Owner: Michael Deeley Date of Inspection: 8/1 6/01 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 pumpedbut in the previous two weeks? — Has the system received normal flows in the previous two week period? Ive 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? F Was the site inspected for signs of break out ? „ j_ Were all system components,.-sluding the SAS, located on site? , �_ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of th/e baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge.and depth of scum? y — 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. T 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 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 183 Bay Street astervilie,Mass . Owner:Michael Dee ey Date of Inspection: 8 16 01 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):JL Number of bedrooms(actual): DESIGN flow based on 310 C 15.203 (for example: 110 gpd x# of bedrooms):lo will�txC/ �,D Number of current residents: Does residence have a garbage grinder(yes or no):Jd Is laundry on a separate sewage system ( es or no): fZ [if yes separate inspection required] Laundry system inspected es or no): J Seasonal use: (yes or no):%C, Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes or no): J � Last date of occupancy: ,r COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft;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: �iUtz? Was system pumped as part of the inspection(yes or no):/0 If yes, volume pumped: gallons-- How was quantity pumped determined? Reason for pumping: �./_A TYVRI�OF SYSTEM Septic tank,distribution box,soil absorption system Single cesspool " 1 Overflow cesspool Privy C 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 /1�Attach a copy of the DEP approval Other(describe): App oximate ase of a1l co pone s, date installed (if known)and source of information: - Were sewage odors detected when arriving at the site(yes or no): 6 r Page 7 of 1 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) ti Property Address: 183 Bay Street Os ervi e,Mass. F Owner: Michael Deele Date of Inspection: 8 1 6/0.1 BUILDING SEWER(locate on site plan) , 5 Depth below grade: Materials of construction: cast on /l40 PVC.e other(explain): Distance from private water supply well or suction line: Comments(on condition of joints, venting, evidence of leakage, etc.): Joints appear tight. No evidence of leakage.System is - vented through the house vents. SEPTIC TANK:Z/aocate on site plan) n' Depth below grade: Material of construction:jZconcrete Lm eta l, Lfiberglassf L Polyethylene .• ,V4 other(explain) If tank is metal list age:.4,e.7 Is age confirmed by a Certificate of Compliance(yes or no):a(attach'a copy of certificate) Dimensions: //, w �l/L Sludge depth: 2,1�� Distance from top 2�sldge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle;/ Distance from bottom of scum to bottoAm� ffl f outlet tee r baer `` How were dimensions determined: /%/���f.L9� Comments(on pumping recommendations, inlet and outlet tee or baffle condition; structural integrity, liquid levels as related to outlet invert,evidence of.leakage etc.): Pump septic tank every 2—� years. Inlet & outlet tees are " In piace.The tank is structurally sound and shows no evl enc ot ieakage. - GREASE TRAP,6 (locate on site plan) Depth below grade:21.4 Material of construction4l,-14-concreteiI�y meta L&fiberglasso/�po lyethyl ene,� 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: 6 V Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert, evidence of leakage, etc.); Grease trap is not present. 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: 183 Bay Street Ostervi e,Mass. Owner: Michael Deeley Date of Inspection: 8/16/01 TIGHT or HOLDING TAN r Z (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: AZI— Material of construction: concreteZmetal y Q_fiberglass,,tl,I polyethylene, other(explain): Dimensions: ,64 Capacity: 4A gallons Design Flow: AA gallons/day Alarm present(yes or no): Alarm level: LI6 Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): Tight or holding tanks are not present- DISTRIBUTION BOX:2(if present must,be opened)(locate on site plan) Depth of liquid level above outlet invert: lib_ 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.): Distribution box has two laterals. No evidence of solids carry over.No evi ence ot leakage into or ouT ot the box PUMP CHAMBER: Zlocate 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.): Sewage pump is in working order.Floats are working.The pump chamber is structurally sound.It is a chamber within the septic tank. 8 Page 9 of 1 1 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) , I Property Address: 183 Bay Street Os ervil e,Mass. Owner: Michael Deele - r , Date of Inspection: 8 1 6 01 SOIL ABSORPTION SYSTEM (SAS): (locate on site'plan, excavation not required) 2-5 'X60 ' Leaching Trenches If SAS not located explain why: .o Type _VQ leaching pits,number: _Ajj2 leaching chambers, number: _Lhokaching galleries,number: leaching trenches,number, length: leaching fields,number, dimension's: C� .A.)o overflow cesspool, number: A& innovative/alternative system Type/name of technology:✓/ye Comments(note condition of soil, signs of hydraulic failure, level of ponding,damp soil, condition of vegetation, tc.): Loamy sand to boney fine sand.No signs of hydraulic fatlure r pon ing, of s are ry, renc es are dry. ege a io is normal . CESSPOOLS E(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: LO Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum laver: L 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.): Cesspools are not present. PRIVY(locate on site plan) Materials of construction: -d14 q Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): Privy ts not present. . 9 Page 10 of I I k OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSA-L SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) ` Property Address, 183 Bay Street s e , Owoer;MIchael Deeley . Date of Inspection; 8 1 6 01 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. i ^\ O ` 6X`L� 5 X (00 — / 10 ti Page 1 I of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE_DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address'. 1 83 Bay Street Os ervi e,Mas's. Owner: Michael Deele Date of Inspection:8 16 01 _ SITE EXAM Slope , Surface water Check cellar Shallow wells Estimated depth to ground water1A feet Please indicate(check)all methods used to.determine the high ground water elevation: btained frm system design plans on record-If checked,date of design plan reviewed: ' Observed�i� �Ba ro a bservation hole within feet of SAS) ecked of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Used water contours map. Ga re y & Mi er Mo e 12[1-67 94 • 11 >•nr.+Sr+r rnrr+r-rr-+�rnrnmr�ert rnxrsr>ro:T-r->vrrt++�*m+*n mrn�u i+r�rr�rt�+ .�' Barnstable TOWN OF BOARD OF IIEALTII SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION •'•Tn�T'•.'::t—�.117�.�TT11'1T:f11'R,•141TZ1rel1I7�T'1:r.:'t r'1VSIrt�RIOf ,f,l, �.-nrrr•r.-1, �.. -TYPI OR PRINT CI.EARLY- . y PROPERTY INSPECTED STREET ADDRESS 183 Bay Street Osterville,Mass. ASSESSORS MAP , BLOCK AND PARCEL # 117-152 OWNER' s NAME Michael beeley PART D - CERTIFICATION i NAME OF INSPECTOR Joseph P.Macomber Jr. COMPANY NAME J.P.Macomber & Son Inch ----------------- COMPANY ADDRESS Box 66 Centerville,Mass.02632 Strevt Town or City Staty LIP COMPANY TELEPHONE ( 508 ). 775 _ 3338 FAX { 508 ) 790 - 1578 CERTIFICATION STATEMENT` I certifythat I have ave personally .inspected the sewage dieposa7 system at this nddress and that the information reported is true, accurate , and omplete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade, maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one: ystem PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 - 303 , Any failure criteria not evaluated are as .stated in the FAILURE CRITERIA section of this form . System FAILEll* The inspection whchRL have con acted has found that -the system fails to Protect the public health and the environment in accordance with Title 5 , 310 CMR 15 , 303 , and as specifically noted :on PART C - FAILURE CRITERIA of this inspection form , Inspector Signature - Date O-6 .=,n copy of this c r .ification must be provided to the OWNER, the BUYER applicable and the BOARD OF HEALTH * If the inspection FAILED, the owner or" perator shall u within one year of the date of the inspection, unless allowed dortrequired- otherwise as provided in 3.10 'CPJR 16 , 306 partd .doc ' TOWN OF BARNSTABLE --- LOGA_MO SEWAGE # (—A — VILLAGE ��.,V �.� _ ASSESSOR'S MAP & LOT „� S { *, D4STALLER'S NA.11YE & PHONE NO. �'• '�.1��,,f�� k ti� •'SEPTIC.TANK CAPACITY 1� T LEACHING FACILI'i'Y: (type); (size) NO:OF BEDROOMS`a. B U7U DER PERNSIT DATE: Li COMPLIANCE k�bATE: I Separation Distance Between,the: Maximum Ad*usted Groundwaier Table to the Botiotn of llleachino Facility Feet - Private Water Supply,Well Leaching Facility (If any wells exist on site or within 200 feet of leaching Iacility).t;► Feet Edge of Wetland and Leaching Facihty'(Ifariy wetlands exist•-'1 within 300 feet of leachipg facility),` Feet :t Furnished by i I ` a 1 No. 7 L/,f= I Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Miopo$a[ 6petem Com5truction Vermit Application for a Permit to Construct( )Repair(x)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 8.3 t3A Y Owner's Name,Address and Tel.No. i1_Lc'.1 /NA Mocht)Cz }- lZi1tH DGC--Le'y Assessor's Map/Parcel HC C-ren r 6/7-1 VD �. I v�2 OSTL-/ 1 LLt= v 2 t>S S Installer's Name,1 dress,and Te.No. Designer's Name,Address and Tel.No. /Y�� �o t' Siitt.I►1/JN 01VC-i/vcEflN,fs ` '7 P 4/'KE Q- fL D Type of Building: �. Dwelling No.of Bedrooms Lot Size Oi.q O AC sq-ft: Garbage Grinder( ) k Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow � A gallons per day. Calculated daily flow 4� gallons. Plan Date /.2priL i 7'0 14 9B Number of sheets I Revision Date Title Pf OPOSE P S6 P'rf c UPC 69 DC S i Te PL A/V Size of Septic Tank 1 ,5'00 G,Q L Type of S.A.S. 1_>=AcH 1 N&- B D Description of Soil 12"-0"M►s C . i- I L t_ , _ 0 7��CuA/56 S 7 17"*,3TreayZ- 8i'c iVkf CoAPse SAIYD , 1-7"-2L" /tLt�ou�irM l3r't)ttr�y C4lAP5'C SA41,D 2_b"-gV"i3roiu1VisH YELi.1ity C'0,or_sE S/d/✓/3 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been. ued by is oar �f, With. Signed Date Application Approved b -�� '�, ..�• Date C� Application Disapproved for(de follo tng reasons Permit No. / 1Z Date Issued ———————— -------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (fertificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned'( )by at 183 BAY S MgE�T , pS tE71-yl LL, 1)1,4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Kel' 2 YG dated Installer Designer S yt i.i i_4& The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector " rAe Nola _ c .:may Z. .. w; 'Fee __ d �'''�'I Entered in co °puler: _. THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,MASSACHUSE. I x 1 21ppricatio}n for Mi5poear *pgtemfComAruction Permit Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) ❑Complete.System,- ❑Individual Components Location Address or Lot No. 183 BAY Strome* Owner's Name,Address and Tel.No. ' �ST�2-1/14LEr Inn j`�11GhA�6 t_ RUtk DSeLiiy . Assessor's Map/Parcel '`� q I. Lrp-re q t 7 15Z osrer t1iLLE v 2- Installer's Name,Address,and Te.No. Designer's Name,Address and Tel.No. SULLIVAN CN61/1/EE/J1VJV 1/✓�- 7 P41,14e fL (Z I) cist�rVi�tt rl'IA ya� - 3y4, Type of Building: ��,..��' � ja Dwellin No.of Bedrooms J� Lot Size O.9 D /6G Garbage Grinder,(.'-),, �.. -•-_—Other, Type of Building A No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow -Z-_-3� 4 4 gallons. + Plan Date gopri . 1-7, 1 9 9B Number of sheets I Revision Date Title PrOPOSE D SE PtJ G LIPG rp os- S J tt PL 4 A.., ' Size of Septic Tank 1.500 GAl.- Type of S.A.S. LFEACH I N G BED I Description of Soil 12 -U M+s C . FILL . O-7 CoAJs�s s/�ND 7 -17 5"t/oNG t3racyy &Aue SA/vD , 1-7`--2 raw Jv CvArse- ,S aAID , ZGII-�lc�`I[3J�cvMis N - yE�Ll..uw `CoArS� S�4l✓D ;:- "s Nature of Repairs or Alterations(Answer when applicable) ` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been-s ued by is/Bo d of He lth. / Signed Date �l Application Approved b, Date Application Disapprove for e following reasons Permit No. Date Issued--------------------------------------- t 1f,.4F THE COMMONWEALTH OF MASSACHUSETTS 1 d, • {; BARNSTABLE, MASSACHUSETTS ' „ d• Certificate of- Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired`( )Upgraded(x) Abandoned( )by at 183 BAY SiA��T . OS �/fV/LL6 J MA!, has been constructed in accordance ti with the provisions,of Title 5 and the for Disposal System Construction Permit No. `2 --date(! - Installer DesignerSULG/yA/Y E/161NEEI//Y6: /NG - x• __ The issuance of this permit shall not be construed as a guarantee that the system will function as designed. - Date Inspector M - --------------------------------------- No. 75 ` �q6 Fee l0 d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Xigpoga1 *p5tem Construction 3permit Permission is hereby granted to Construct( )Repair( )Upgrade()<)Abandon( ) System located at 193 B Q,/ Sf Lt,,4 f-., A1.4 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. ' _ � - ! ,� •�' 1, � 1,. Date: / Approved by I I TOWN OF BARNSTABLE i LOCATION �' r � � S� SEWAGE # Q-\fib-—gLAtp i VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. -_ �I1,rAt'D SEPTIC TANK CAPACITY S-T j LEACHING FACILITY: (type) ( e-C`,Q1,t i�' IF l� (size) j NO. OF BEDROOMS BUILDER OR j PERMITDATE: `� !� ( <<''`t COMPLIANCE DATE: i I Separation Distance Between the: I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facili ty (If and 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 i i TOWN OF BARNSTABLE - r. LO ATZ�N y�)-2 f �'d SEWAGE # 93 l VILLAGE C�,S"i`e��`�-� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. ��, SEPTIC TANK CAPACITY LEACHING FACILITY:(type)j�N ,;='-dG`nf�0-6 6( (size) e NO. OF BEDROOMS'PRIVATE WELL OErf7QjEiC� ATERI BUILDER OR OWNER 1 DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED0 I / VARIANCE GRANTED: Yes No ¢� �W � C/I W l.. t Win " �, ��, ,.� _ �� ��; c . . , _ 'I � � No....:3. / F$s....-0........ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE ZtT i or Tonmrurtion.ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System: y ....��'................ S .. .....-•---•------....•-------..--- ---_--. ........................ ------------------------------------------------------------------ No. w Cal r l� s✓ .. ddre /l 5 U�� a ' ¢ -------- --------------�-.---.-----------------..-----------..-- ---- --- ._ ... r Installer Address Q Type of Building Size Lot................ Sq. feet �.. Dwelling—No. of Bedrooms............ ............ _-_-..-.--Expansion Attic ( ) Garbage Grinder ( ) p`4 Other—Type of Building __________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixture .... d -- -- --------- w Design Flow....................�.......rti_gallons per person eeray. Total"ily�low.... 0_....._..._._............gallons. WSeptic Tank=Liquid capacity`aa...._._gallons Length__.._.`........ Width................ Diameter_---------_... Depth................ x Disposal Trench--No. .................... Width-------------------- Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �.' Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 •-------•---------------------------------------------------------------•-•-•-•--•----------._...---........................................................ 0 Description of Soil......................................................................................................................................................................... V - - _ _T . - ---------- ------. --- r -------- U Nature of Repairs or Alterations—Answer when applicable._Y15. 1--._f$-bU 5 � /` -- --------- #�. .... ..------•-------------------•-------------------------...._..--------------...-------------•--------------------------------------------------•----------------------------•-••---.......---...._....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued b the b ' rd of e�l'th. Signe .......... . .......... .. .... Dare Application Approved BY ' ....� t .^-•- ............... 0..�e...�.. ..- 9 Application Disapproved for the following reasonr: ................................................................. ............................................................................... . . ........ ............................ ...................................... ............. -- .......... -- Dare PermitNo. .......�..3-----'--- 6- ............. Issued ........................Date............................................ �•..,�-...-•-a�.,....Ti'Y•.. t"s.✓L-��J`�'t--�.1•`-!r`" _^V'^-�'cs"V 1.,..� -"'«j,"„ �i+"hi� 4'.�i" V��vl� \.w'`•�� ` `�-'' • " � � G -7 Finc THE COMMONWEALTH OF MASSACHUSETTS Vi BOAR® OF HEALTH TOWN OF BARNSTABLE iltratiou for Dirip11sal Works C owitrurtion Varatt Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Sys/�tem�, .......:...... .... ............................................................................ ------•-•-------.................................................................................. Loca ion-Add-c s or Lot No. i - ......................% .. :,...... vOzet_t.....7________________________________ __________Na ____...� ... .7�: ........ . !!�.................._... / — Address �l r r 0107 ....................... Installer Address ---___--_-.S feet U Type of Building L/ Expansion Attic Size Lot_-(,arba e Grinder q Dwelling—No. of Bedrooms__..`. P ( ) g ( ) p`lr Other—Type of Building ... .:..................... No. of persons............................ Showers ( ) — Cafeteria ( ) a' Otter fixtures..c:............................'. . w Design Flow__.................._5 S______.__._.__._gallons per person per day. Total daily ow....U L1�7........_................gallons. WSeptic Tank—Liquid capacity/ w.gallons Length__ ------- Width_.��_ ___ Diameter________________ Depth...-............ x Disposal Trench--No_ ____________________ Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No-----------_------- Diameter____________________ Depth below inlet.................... Total leaching area.........-........sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performed by----------------_......................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ i, Test-Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 9 .......................................-..................................................................................................................... 0 Description of Soil........................................................................................................................................................................ x �., .............................._--..................................... , --••--- -----..............-............. -------•-----•-•-••-•••-•-••••-------••-•...............•-----•-••------•- Fw �14-'-...1 ----5--`--�Z`L----- ------------------------------------------------- -------------- ---------- �xj Nature of Repairs or Alterations—Answer when applicable._f 5LL ( __.. s ___s c� �... a_ `l�D� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed - - ........ Dare q Application Approved By ............. f. Application Disapproved for the following reasons: ... ........ .......... ............. ............................................................................ ......................... . .. ...................................... . ...................... ........--.........-...-... ........................................ Permit No. .......c Issued ----- ---....--...-.-..--...-.....-...-...-..-.....-.... ........ Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABL.E Ter of rate of Compliance THIS IS TOXERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ��(r7` C 4" /&.Lo.C. ............... ........ .................. .. ........ ..... ... -- ........................_... - y �_qq 8.......... Insr.Jlcr at .. ..........._!.-0-..... -. .�. ...__._�.5. ............._... -- ........ .. . ......... --- ...._... ........... ....... U has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ...-9.��...-..... .... dated ......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............_fl.)...... ...�.'...��... ........_... Inspector . - .........._.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE n �rruti� Permission is hereby granted, ��✓� J - to Construct ( ) or Repair (�� an Indpdual Sewa �Dposal System atNo -•--------•---------- r Street q �// as shown on the application for Disposal Works Construction Permit No.1.�_-_-_-. ? Dated...... D..r.r._�--'.1..21...... ....................---•----\ ------ ---------- -----------------------------------•------ oard of Health DATE..........1-•0---�3. �/ ................•----------------•-•- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS l i -1.O.FRAME O AH- - , o II I I > °-N om I I �- A FRAME IN II Il, I T I I p I �a I - -- - I - --I I — I rl I II I 0 4 O O Ax AB - 1 F O FRAME I I I 1 I ••./ � � PANTR RF) N 9 E CROW- _ ? F4 I Lw I I I II 5,/r 51/x' E 511P ' 1 I m 1 4 II = I I I n ------ w lvz'----r II n I a r -- ' z 106 n I .D - i � 111999111 I �1� i 9 f y, I lvr R.. lur n svr I Y I lob �- g I a 3 -_y_ _- _-_-_ 1.2 uv g me I i0 1'J II a� O O I 105 I 115� �I A ` I g G n A m o � a p o I ©� • _ ,O= I y ° o A As £ S Vr 51/2• i � I n O.F E _ m I-9 I- I s s yr Fn. l vz• L n ° - . j � I �I • Dp n D 17 > _ ':''R2 0 0 — - - - - - - - - - - OI i ` Ei p n a O O Z O I a gm I i L nnn I I I _ _ I F.O.FRAMe� O.FRAME _— —_—_—_�_— 0 AR � f I �o to to to Io �� ,,• 'm RIB' o O a N O P LAUER RESIDENCE 8 IVAN BEREZNICKI ASSOCIATES,INC. -n p a� ARCHITECT I83 BAY STREET Gp m Z OO N OSTERVH.LE,MASSACHUSETTS M1p 9 WENDELL STREET,CAMBRIDGE,MASSACHUSEM,02138 0 m TEL:(617)354-5188 FAX(61)865-5764 1 1 q.l 1 1 qry ` II _ I � noOamaDmF ,IIII,I�ITi 1IIIIII1L,i OI"Ii II i�III iII l,II5I1I1C I II 1_—_l�__l_k-ijij��rILIll�P,t�li•I Ii,Ii1 I k__�__'_—__O__...,.IiiI p.��,�c ry„IIII�LIIi 1': l_ rIIIIiII 1IIII1II1III O S`u 1Ii 5_t'I/_t_a r2- a8 C eII13 � t._IIIIIILJ_>.S/•I y _rco-��£c��ce1-•.2d-'-_-2'_-- 5-l._-_�'-.'-����-_--!."_•-A �1f�cr WiII'�;lIII11 'I o-t Ii I,'I iItIIIIIjIII,I'I j jI� II;,IIII o8 —�5 ,�_III;IIlIiiI1II� 1I;I OOO—�'oi wbo §& .OoOf..�.O._FF-fRR�_RpfA- -AMMAMFe � qM 0\l� op - O1O A A _ ___________ _______ ________ N ________-------- ' ____ ______ P R CROW 51/2 51/2" 51/2" IFT 0 r--- _____` 3 3 31/2' 5112' g OF o os O2 A A 0 D 0 N O 112 51/2• .O lip 3 _—_—_—_—_—_—__ .i Vo P. 3 z _ __ _________ _____ _________ _ D O 0 0 O O I �. , - � ' b4I J T vim* IVAN BEREZNICKI ASSOCIATES,INC. LAUER RESIDENCE A, s ARCHITECT n Z ; 183 BAY STREET O m OSTERVILLE.MASSACHUSETTS ~#* %P 9WENDELL STREET,CAMBRIDGE,MASSACHUSETTS,02133 TEL:(617)354-5188 FAX:(617)868-5764 hi l a y t D D D I ! O FRAME ' I �-- - ___ __ __ _____ _ __ - iy__—____ F.O.FRAM D l I I I I =__';7zzz i A3< -naI—Id,elr.-V—- InnmA I 1 g _----a--AI—n�-K�-z—n--l-4=-�P5pu—= __-S_r--_ iilII IIII A. •—�i_IIii IIiIf i,'iIIii O 3 !ra_-,��(a�:/�::(_tt�_-z/�ry-`e�1(i/k��)m&P,r�l��Aw/�,�_fi�c i�."7_��S i1•l.�t\u;m°_t/ns`',5Wd'�x 1—'/__�Lt3i YJ�1__I''1a h�ik t._—\./%�r_'^vS�%2;-:'__'�.1\\�2_/_2o�—S_Vs"r—,_FX •l •t^_//,/�1'_BiY!,,'1I1!I1II1Il1 F11ii1I€6IIII x11II�!1��1 ` !I _✓'— __�-IIIaIIlIIIIi• - _ !iIj!'iI_;IIi !I1I _ _ IIiIJ�IIl�lI I!� iiI1 ;III;I 1IIjII; .. yr 4R F9 O O F.O.FRAME F.00F .O.O_... FFF RF - --__ 1/2' ITiii' ------ ------ 1113/4 1-' BOOK 5 SHEV 01 II LY Z JL_ 1, a d/ Y np F.O.FRME _________ ___ _______ _____; FO.F 213 — _____ ®1 ItA ol 5 1 31 ------------------- W_ r gy a 32 <i O '�___ ________ KIN I o _ D r KING g � --- __ _ _ F. 4' 0 O 10 0 �3>. mN-n 0 IVAN BEREZNICKI ASSOCRRAnAAIM MMAEF/ /11T_ E S,I_ NC.LAUER RESIDENCE Z _O0 ARCHITECT 183 BAY STREET z OSTERVILLE,MASSACHUSETTS 9WENDELLSTREET,CAMBRIDGE,MASSACHUSETTS,02138Al" rn , r-� 3 „j TEL:(617)354-5188 FAX:(617)868-5764 BRUCE MILLER �)i }, y. t :•. _.:. Aacilrrr:c-rate lNrr:rtlors . i suite ;;•--;, r"''�r..,,..,` ��. `..r f.. - I' � J.. 1 _.j } _ � — r t, it '"� - (:j bl7-?y�o}t .S:Itrllll , k /zl MET, E . II � _. _ .... -. lfk L A R C 1-11 1-E C T U R E +'fNTER10RS 46 VVALTf f A\tf STREET, iOSTON,N4A 021 18 61.7-338-3933 ABBREVIATIONS DRAWING SYMBOLS GENERAL NOTES PROJECT DIRECTORY DRAWING INDEX ._.,-- -...--- -. ... ---,..._ _. - -- ._ DRA LABEL 1 All construction work,Architectural,Structural,Mechanical,Electrical etc.,shall conform to OWNERS: TITLE SHEETBID AFF Board oave Finish Floor a ! the Massachusetts State Codes and any other applicable Codes and Regulations.All finish Bo7 Bottom �1 S=COND FLOCK PLAN materials must meet all applicable fire,ire safety and building cones. Alan Litchman and Laura Trust - SRK Bn,* I 39 Marshall Street A-1 SECOND FLOOR PLAN CLG Ceiling - - 2: The contractor shall verify all dimensions in the field. CUR clear(anco) Brookline, A0244 CONIC Continuo DETAIL PLAN DETAIL SECTION _-3: If any work shown is unclear or ambiguous,Contact the Architect for clarification before M- A 2 FIRST FLOOR R.C.P. coNr Continuous ARCHITECT: C.T. Ceramic Tile c:.r .. proceeding with that portion of the work. DIA Diameter _ PLAN -D.S. Downspout I - 4: Contractor shall secure all permits,approvals and inspections required for construction. Bruce Miller A ROOF f DTL Detail 46 Waltham Street 3 F DW Dishwasher ONG Drawing :::;i:,., :; :: .- 5: Work not included isnoted'NOT INCONTRACTor"NIC' suite 215 - A-4 EXTERIOR ELEVATIONS EA Each :-- :r..,:... Boston,MA02118 ELEC Electrical - -- ""- - -"- - - -' 6: All dimensions are from finish to finish unless noted otherwise. - "-' EL Erovation ELEVATIONMARKER INTERIOR ELEVATION EXTERIOR ELEVATION tele:617-338-3933 A-5 BUILDING SECTION EO Equal ip 7 All work listed,shown or implied on any Construction Documents shall be supplied n fax:6 - 38 3133 EQUIP Equipment ! .. _ w 1 implied O �- sup .I and Fx Exis:vg r- installed by the GeneralContractor,unless noted otherwise. - - S-1 SECOND FLOOR - - F.D. Floor Drain /., - e - - " - FRAMING PLAN 173 - FF Finished . CONTRACTOR: '" ., __..._.. .. ..__ 8: The Contractor shall install and clean all equipment,materials,and appliances specified - FLR Floor fug) 'WINDOW SYMBOL DOOR SYMBOL REVISION _ -according to manufacturers instructions and specifications. The Contractor shall verify that all to be determined F.O.F. Face of Futish -- ! F.O.S. Face or stud I � � clear opening dimensions in cabinetry adequately accommodate the specified equipment and � - � S-2 ROOF FRAMING 183 BAY STREET - •- r,.. FrG Fooling r.. � �,; � shall notify the Architect of any discrepancies prior to installation. Contractor to verry that every STRUCTURAL ENGINEER: PLAN GC General Con--tor :; r t. r piece of equipment and every appliance is in perfect working order. , GYP.eo. GypsumBoaro Structural Engineering Solutions,LLC OSTERVILLE MAXrnauawm ................ ".-'----'-' ""`"' - - "-" 9: The Contractor shall provide all necessary blocking,stiffeners,bracing,framing,hangers or T T S MECMAX Machaniwl Andrew S Bradshaw,PE M A S S A C H U S E E MFR Manufacturer other support for all fixtures,equipment,cabinetry,furnishings and all other items in this contract • - h tvN Minimum i,.:,: r and for NIC items specifically noted. N1 necessary wood blocking to be fire-retardant as required 1 O7 King Street __..... _..._ _:... .__.... ... _. MIR Mirror ;. by the Stale Building Code. _ - Littleton,MA 01460 .PRELIMINARY PERMIT SET M. Masonry opanirg 978 877-0601 7s Lte e:Tr:c,c T Onr.R'_s.an;r NIC Notin corNaa `- ^ I,10: 'ALIGN'shall mean to accurately locate finish faces in the same plane. - - - NTS Not to Scato - - ' OC On Center -i, .• oPP Opposite 11, 'TYPICAL-or"P.'shall mean that the condition is representative for similar conoitons E(1E0 Aqp PLwo Plywood throughout,unless noted otherwise. All details and references are usually keyed and noted once, �SZ Hip PT Pressure Treated '"`'`''' ; when they first appear,but are typically('TYP')for similar conditions elsewhere,uness-noted R Riser REFR Refrigerator , otherwise. REDD Required ' R.D. Real Drain !, 12: 'SIM-means comparable characteristics for the conditions noted.Verify dimensions and _ OBTON� RM Room onenlation on plans. R.O. Rough Oponng SF Square Footage 13: 'CLEAR'or'CLW dimensions shall be maintained and shall allow for thickness of all e'tli`yDFt•as�a� SIM Similar S.S. Stainloss Stoat finishes;.including carpet&-pad.ceramic tile.VCT,etc. �•s'�°�\ T Tread - .. - TEL Telephone ...._ _-_ -._. T.O.B. Top al Beam T.O.C. Top of Comet. N Talwison TITLE TYP Typical VCT vinyl composition Tile VIF Verify in F,a:d W, Wm SHEET Vic Water Closet - _. - ." - LIMIT OF WORK LIMIT OF BRUCE MILLER 1VORK I AI.CFIlTEC'IZIRf E TEZI - ,..,_.._._...- - -._._........._.. __._.. - _..__.....-" .... . _ ors / _MATCH EXIST. �XISB. ... AIL A FRONT OF IJ r ...... iZ-cW-NOBD-f2h+L + CCK TOYER FIRST AND 'AEET t.A ULOING tb 41 II nt .F;rcc;,trice.215 CODE REOJIREME TS. u,st m..AA 021 IF: •T FIRST FLOOR LIVING ROOtt IViNUOI'S • An'D_EEEJ un BUl L1G--- — -_— r .i- t_—.- —.-- __— . :. -E fldlR-+IC-H-� . --- '--- ---- -- --- --- r N E W D E C K M1GUI RAL MOTESRUBBER 1EL BRANS ROOF _ '.• f �..II,.Ii..'..�rI.'..•----._..'..'.. - � :' .........•.. .: .....- ...-..�.. ::-..�' �::.----!I i•,—^�-__--_—_._..WITH PRESSURETREATED SLEEPERS j I i �.I',,.iI':FII•.' At:LEE'Ala QNR•1 R.0AAInNR�fCCEnORVtSTENEV1T0C T=NtiAWS LT TOTTOOQ F Be EFTro NUlsGT Du EC a VPOmLNAOrr F:.InS OAD N"FTSO.i EXISTING PJd�SOAAND bAHOG NY DECKING 24. 6. 4 _. 2 ALLO VENSIOYG ARE FROlfIrI5H.T0Flub!Si ,Y. t_ t I {t w Ul1EBb OTH_gWIBE NOTED. .. .-. .... :. .. .. ... { !I I.. J.A111YORK 1570 DEE%ECUTED IN A.^..OHbVlCE - .:. .. .. ... .. ..... ..... - - ___._... _.._.-.-_._. - ----_ ._ lJ...__. t t .,.i ;. _. .. ...... .: I! I i.1,.. SUeSTI E IONS%.:A BEALSAI,EDOT YD5. I o I' t : -: '.. ..-. � ` N{I LOt15FNT OF TIfE ARCHITECT AND O:^tffR. : i. .i e:FERFOR-A WORK SHOWN ON OFWANGS AND ' ' 1 I I - SFECFITAnd,S,FAf1Y.Ati PROVIDED _ - l , I E'3INEERS OR OTHER CONSULTANTS TO ir1_ ARCX TECT.ALERT ARCHITECTTO ANY f DiSCREPNC.. CARPET EXISTING 1 ExISTnG SCRC_EN PORCH ROOD I.I.'.. DOCJIl.ENTSIAS'O ARV H6117EE EC7UR•+LD34'fiit:GS ANJ . EXISTING I - sPFc_ CATIONS l -C I vEY+ WITH NEW DECKING & l:000 RAIL - 5'REFER TO FINISH SCHEDULE FOR A'ATFRAL. - I - •_ ---CATHEDRAL CEILING-- EXISTINO RUBBER MEm.BRANE ROOF - -I`i ! I`GOR^UTIO.V.ITE6t5 THAT ARE NOT SPECIFIED OR - wiTH \E5'1 PRESSURE TREATED I{ THAT REQUIRE CLARIFICATION LUST BE BROUGHT SLEEPERS AND MAHOGANYI.' TO TH_ATTENTION OF TH_AR6 TEOT. DECKINGt` _ b PHO JIO_SOl.ID 1ATQlATArl BATHi00 S I 77 EXPANDED B M . _ EDROO I RIA:` NEV FRAMED FLOORAND I TQ : . _ �! -777= I \ I ' (SE_ SECTION AND STRUCTURAL)....,MATCH EXIST o� — - ' EXISTInC._ ..... ! I ;. NEW HARD BEAM ABOVE II! iIIIII.._ i WOOD FLOOR f 1 r I TO MATCH EXIST ... ..... - 1 ..._..... - - ... .. ..:..... . TO BE R_.AO^�D. ' I rs EXIST reG PARTITION w .. .':-, .. .... ._. .. -.. PET ._ - .. -- t I -...: I - -- -- .. .... .' - I ! { fl Illlii F� { ,! IN1 EXIST. I it — -- — i I — — - — 2 0' 7 o' 1 II ..i .. .::' IN ---- - - f .. b, !' I , .. ... :. I I .. .. .- - - W. .... : '. EXISTING - CLOSET — ! + ' —_ - ---- — HALL L� ljl '777 77 .... .. .. .. -. . __. .. . . . .r. ,. ---- .... . ... . .. _ *- ... ..... ........: .' - I { !, I!! _ — EXISTING .. . .. ..... . . ... ... ...... ... . . EXTERIOR - ExT- IOR ; I I. it UP WALL... EXISTING B,EOROONI EXISTING: ---- �_ FILL IN BATHRooM 183 BAY STREET .. ... :: EXIST. NDO - — I ! ! — 1,1 TJ9 I 1 ill,l. MASOSACHUSETTES BA-HROOMI ly WC � N w , - -- — I ` F PRELIMINARY L PERMIT SET ISSUE I j -- _. . .. . .. . — -- - - + , I AR ��LL _— - _--_ -----_— o No. 0362 . 3 OSTOtJ LtA LIMIT OF "US111` Or q[TFJ071 n + WORK WORK KEY: WALLS TO BE DE:`..OLISHED PROPOSED SECOND FLOOR PLAN NEW WALLS ^,ARU WIRED PHOTOELECTRIC Su CKE `U .,ETECTCR V/ITH BATTERY BAC'KU? I =„?..y ...i'• _ FIRST FLOOR. -- - FIRST FLOOR I LIMIT OF WORK - LIMIT OF WORK I- BRUCE MILLER _ EXISTIBELONG VND DASHED EXISTING YdNDOti7S FINISHED FLOOR ''is ._: y G17-" 315:i (IJi I'1-93ti-ii3i ------ 3/4' TdcG SUBFLOOR. _ .: .. ... _ i ;g. _ _ ir�i I II,i III IlI Ii it ii-11' III I !II I ' ' GEIERAL.IJOTES i I I I ill I �IIII i J I. � �II it j itI rl I I li,�.: :I.i I' III `� i;il'ii l; i t�w10.t Ev5r0\S TO BE FIIDYERJ:JEO FOR �, �tl�� Ijl�{: ;I �! 1il flijii .:II,', ' S �IJ� 1 II' Iill::f 'Ili ACLU, CYANOCONSTRUCROVP'JR?OSESB � I l l � � ALERT wALC ONTCRTA Ci0 EXISTI AGC ON DITIGNS DBL LVL. TYP EXISTING WINDOWS 'G REVII J O QS TOEX=C: PlAtZASORAMI. (SEE STRUCTURAL) - _-- _ BELOW SHOWN DASHED - - Ill rf I �II II I 'I ill I 1f IIII�II_�'ili ; ,i I. Ilill } 1.1iiII - J TO F 2:ALL S UALES OTHERa:EfjOTED.NS ARE V FIAFINISHI.ISH . ;I!IIi},iII;,,Ii.�1;iIIfiI.iI�Il�'IiI�ItIIr IJIIIl lIlI EAIlj I1'l�j,;.1l,II�Ii.Gk�:Jl,il1!iIj I II.�)�i.(iIIli'lII ii iIl lI:Il,il11i1l 1�1!!�j'If!Il;li i, IiI f!Ij,,i,I.�j;iII IIIl _ - ALL tORXtSTROBEEX MOl A00 A I:O CE2 X 6 2 X 6 NEW DBL. LVL BEAD TH WOSPECFJ TERILSMO .T4S. PAINTED WOOD TRIM, TYP.JOIST JOIST StBSTIM)I4S WILL BEALOPNED CLy WITH li '' , {i! I1ijI i OONSEIS OF TTIE ARCHIECTAND OANEF1.SEE STRUCTURALXINTIFI E ;FC l :. It llI� I + I SEE DETAIL k2/A-2'p lHE +:MN IT I sec icAnci;s IF ANPAS PROVIDED BY EAG IEERS OR OTHE R COJSLATATS TO T.4=--------- ARC dTECT. '. ALERT ARCHNECJ TOANY NE\'! PA IN TED BEAD - .. DISCRE?AJJCIES 6ET.YEEN CO`iSUITA.\T BOARD C_ • - °' ��,`._r i i I -- -- - -_ CILIUG, TY? DDCJM.ErlTS A\D ARCH TECTURAL JRA•Mr.GS A•:D - i . �I II�1 1 ,FICAncs.STRAPPING SEE DETAIL $z/A- 2 SPEC 5:RF=RTOFIAISHSCHEDULEFORIATERiAl _'. -:II- '. . � _ ,• _ .�. ...` \j\/i\t\}'\.,:`L�/�l\'''Ii;�L�A_'i!!i.R.l.;.IlII:G.l.c�il,_S''.'-—Ti 1l-1;B1IE�\I;1iA'1I.M_`%,.;�\J��,;/J///�;!i/J':. �.,. . ___.._:..._.-_-_-.-._..,::: _ -_.� -- ."._ __.I..,II�I;I'II I,iJil IIIIiItI!i1Il ii1II.i:'I.�j!;!II1'f'IjIi:'i:'ll!I;:'�'I iIr{II,�i'llII1i;I'',I,,•tS!,i'III lIII!)1Iii1 I.'II fI",II�;lI 11fI(Ii((IiiirII!j�II��l{'l�l�Ii�Ii1lir II1iiii�I!Ii;:'I.Ii.IIlJIll.Il�ilii IlIIitt jllil'IIl:(il1Ii�ll_'lIf�Ill�iii/\ �i'1jIsI'l . I I - x , _ { ' _ - -6ff:POII1-R R�D1N VIT011 EO N5 0.O'IJ tlE\JS 0FL S NT5 JIt N.1 tAOTi TFAA1 T0R ETOT��iA �LS. I2tP_I BE CP T F �1-E.R D7 0CAR THEOUIRECRIFICTIDNI.xSTBEBROGHTSUBSTRATE TO'HEARENi10NOFL0.4G1=GT.PAINTED BEAD BOARD 1,y< MOLDING _.B.D. VASHR WAY ER CLOSETS AND LECJWICALROC/ 'S S ..PAINTED CROWN EXISI_NG I-x TRIM, PAINTED SCREEN PORCH 81 ocK as i REQUIRED TO,MATCH Il 1 l l HIM EXISTING WOOD BEAMS DETAIL LIVING ROOM BEAM A SITNG E ISITNG KITCHENDINING ROOM 183 BAY STREET OSTERVILLE MASSACHUSETTES PRELIMINARY PERMIT SET t>SUE D�fc NUVc.J:DE22J., EE dR V 20362T OSO'J. CTR PROP05ED FIR5T FLOOR REFLECTED CEILING PLANL _ 0-1 -- - ,- - ' - .. • I I BRUCE MILLER ARCHTTECTITRE+r,70UORS Waltham Street•suite=15 . MA G2'1iS (Q,li GENERAL NOTES. I I1 1 f I f.I , i I - I �i I I I I I —~I I• { I _—__ j r•A:I DNEJSIONS TO DE FE G'nO YcRI.I_S-S 9 I f ACCURACY AND CONSTRLCTIOh P:1.7POS=S BY X S T h N!G- GieRrCONTRACTOR «recur io Fa sn�cco.rlrwcroRs; N E ti''I l ____ I-I REOLIRNG REVIEWTO EK=WTE PW:SASDRA'MI... ' I1 I II I !J OIF# M i II . � I I ! ! 1 III •— III I I I i I I I ( ! D E C K I r Au OISI USIONSAREFRON FINISH70FIN411 Or1ESS OTHER:1 SE NOTED. . - - fN L•ATEP:ALS MD 4•c t— ' CONSENT?OFIn{«c„rTTEE^..T CANER ITM .. (� 1,f <:PERFCFU.•1VORY.SMOV:N Oh ORA1Yle:35 At0 1 1 ; I i 1t I. I I• i I I . I I I I j I I E I T I SPECFICATCNs IFum ASPRO'dIOEOBY D _ C` K I I ; ENO,NEERS OR OTHER CONSULTANTS TO THE - 1 •^ 1 _ ARCHITECT.ALERTARCHITECTTOANY . DISCREPANCIESBErWEENCONSULTANT I I :�--___ I I ttt• , - { i i I I r 11 }.I A. __ 1 I I I I I I 1 i .I I I I i I I , I .I i - .. DOCUMENTS AND ARCHITECTURALDRA'MNGSAND R A I l_ I N G sPEcr.IcnncNs. � _ I i � II N� E IN " I III, ' j 1I III I i ^11WING I 11;,. f, I 1 I I 5REFER TO FINISH SCHEDULE FORNATCRiAL GHI1.IN=Y' �! �- , CI ! I II 1,014.\NnON.NEAlS Tr4:T ARE NOi SPlC:FIEDCft I j I I I ,I 1�t 1 i 1 ON EXIS�i LNG PORCH ROOF :.I I ;14:TTL'OUIR=_CLARIFICATIONt.!USr 9E BROUGHT - - j •j�� I ; I I I it r75! I I I I 1 I TO THE ATTENTION OF THE ARCHITECT- ' PROVIDE- uwnoN ArAu eAmROoxs IVASNER Of2YER CLOSETS AND I"Ed W.ICJLROOIIS.it --- _ { , I _._... _... ._.._ _._— t.. I I { I ! —.------ y—Fi-6-6 r--' --- — ---- ----- I ' I IS ' i" I � , - --- ------ - - -. . . - -- ---- - - ----- - -- -------- -- - I l i i -- I I I x 4 �1Ttl+ N G I i --- -- — F' jE ! I, - ---- ---- - ---_- ; ' I BAY STREET — -- ------- --- ----------�,, O S T E R V I L L E - - --------- E-�_L-A �. G -D---- r --- — -- ----- - I M A S S A C H U S E T T E S --- --- - ----p 1J-R ;v- R-- - -----— - I < PRELIMINARY PERMIT SET ..------ r ------ — —_�--- _ _--------_—._.— 1vL'G DATE;NOVEMBER2J.20,1: -- --- —-- PROP05ED ROOF.PLA ' i E ISTIN EXISTING BRUCE MILLER NEW CHIMNEYARCHITECNRE r U�TERIURS "----DORMER I � a ALL TRI!!. _.EXISTWC - ' TO HATCH -- Dt hhT Sim acre ID DORMER EXISTING. TYP. lios*on.NIA 01211S . _.CEDAR „ tt)G17 � SHINGLES .- TO MATCH E�fIST .. '� ....... _. _._..__. ._._._.__ , GENERALNOTES - 1 Al DIMENSIONS TO BE FIELD VERIFI_D FO ' qq ACCURACY AND CONSTRUCTION PURPOSES EXISTING - - _ ALERT ARO�TECT TO EXXISIAO CO.N0 w•CroPs. KITCHEN NE" - REOUIRNG REVIEY/TO EXECUTE PINES AS ORANTC ROOF i - RA AILING E77]. - __ - rr.0 FINISH-; .. DIAL Ji510�5 ARE FROM FINISH . :I I 9 ALL WORK IS TO BEE ECOT_O IN ACCORC:It E UNLESS OTHZERNISE NOTED, .- NEW PAINTED1Y(TH SFEC X.Go I:ATERIALS MD 4c-TNODS. . .-.._ PAINTED �. RAILING (SEE PLAN) .; _._.. ......_ : SUBSTITVNONSW"SEA CL ,'fEDOMY%ViTH _ _ ... '. ❑ CONSENT OF THE ARCHITECT AND O'ATTM o �... _. --..... ..-.. .._.... <:PERFOFJ.t1YORYWOH Y1JONDMIV;N3SAI:D - : I I,_. ... _. .... .,.. _.._ - ....... ..... ..__ __...-!"� .1 * J'•::" :i '- ,., _ ,. _ .._ <" _ __ I rIRS, FOOR , _ _ - .. _ ,_..._ ...._ ... _... .._ ......_ _..._... _ ... ._ _. AR MTECT OASE TMCNTFCTTOOAI OENTE NELlDOR - OICREPAIJOCS BETWEEN CONSULTASN T N T _ YT I_ 1•IiN00P/S - ..__ __ -._._.___ _-., ..._.._ _.._... Boocuv.ENTS avo aacHlTecTURU Ducxr:GS A:D PEOFlCATICt _5:OMM11O FIM1SM SCMEDULc FORNATctrE - - - THAT R REQUIRE CLARIFICATION LARI slEMSTINTARE NOT BE 6R UCHT TOTM�ATTIENTIIONOFTRZXFtCHITECT BROUGHT .. .. ... ' ' WASHER ORYER,CLOSETS AND rME MECHANICAL ROWS. _ F Exlsrinc . E] ;El ETEI a El El I SCREEN_- 'E - —_. _. _._....._... .. PORCH a s a�� _a o0 �FROP05ED FRONT ELEVATION ` i/4" I'O" -- NEW DORMER -- ----- -- --_ — ------`_— ---"-- - EXISTING -'--WOOD _....._._._ ... ..:: SHINGLES SHED TO MATCH EXIST . .UERDOR OF ED.XIS ING N ARG - - - DORMER EXISTING _DORM,ER - - ROOF -.. -._ _._._._ _ .- .. ..__., ._ ...... - - N E W E NI L A R D E D SHED° D 0R M ER — - -- ALL TRI'.1 ' . - _ -A16-IRIL1 TO 'HATCH '- -'- O--LATCH ... _.... EXISTING EDGE OF EXISTING TYP. • TYP. 2 EXIST NG _ — ' --- '--------.—_ ❑ �— —. ----- -- ---— ---- ❑SHED ...... DORMER - .-- __ __ �XtS-LAG El DORlJER CEDAR .__-._. ._... JE--- NEW PAINTED SHIM'GCES-..... ... ----- �--Rfl"..:,—. - .. :.. : .- ......._... ......._RAILING (SEE PLAN) . _.- SHI o. S ---- TO MATCH _. � .----- .. -- 183 BAY STREET _ O MATCH XIS1, EXIST. - -- FLUSH M OSACHUSELE I - L.., .;., PRELIMINARY PERMIT SET : . :ISSUE DATE:\OVEN:J3ER 20,2007 �G�JC qq�y/l� .OSTONZ r v 1•L3 oFt1A5 PROF05ED BACK ELEVATION �'i�, PROPOSED SIDE ELEVATION 14" = I'-0° .......... SOLID BLOCK BETWEEN j _...., OLD AND NEW RIDGE. CH IST. NEY BRUCE :MILLER t.CMTE( URE I,<?GRJORS o),:'aliiTani Sir c.._ui.e 215 - RL.sl+In.NIA 01-1 is _J NEWRIDGE _ t)G!?;?iF-?93? {i)GJ.�3!s-.1,3 ' BEAN (SEE STRUCL) N • E W EDGE OF EXISTING +� , 0 E SHED DORMER R GENERAL NOTES; _... D R M -:. . . is ALL DIMENSIONS TO DE FIELD VERIFIED FOR -I .-.... _ . , -_-, - ,• : ACCURACY AND CONSTRUCTION PURPOSES DV ENLARGED ONTRACTORS SHED OCR,,,',,--R -- EXIST BEDROOM EOWL. Rc/EW TO XCJTEP A ai,. ' � PROFILE OF GENERAL aT�A.RC�r+.�TroDeRum�cco�ros� - - .._.. . ,. .. ......:,_. ........ ... _._ NEW T AND 2'EALL DIMENSIONS ARE FROM FINISHTO FINISH - .. ' `` WOOD SHINGLES UNLESS OTNERW:SE NOTEO. RI D S T MATCH 1YRH SPEC.F ED/:ATERIALSS AN DVS7HOD R,41.._ EXISTING +�_ ' SUBSTITUTIONS WILL BE ALLOYED ONLY Wit - .... .. ...., '. .......•. - - CONSENT OF THE ARCHITECTMD CAMR NEV PAINTED :- __. .. _._ -__ __ ____ 'T -_- ,--• - '._•— E R O ..-. ._- J P <.PERFOFJ.IMVORY.SNO\VNONDRAVi1,oSM:O E N L A R G E D I ': - AILING ( EE' E D O IV+ RAILING S PLAN) - ENGINEERS OROr ERCONSUL CONSULTANTS O BY ENGINEERS OR OTHER C ITECT TSULTANTS TO THE f , - D CREPMOESSETVEC CONSITAtiT ` EXIST LING _ I I I F - OCC'JNENTSAN')ARCHITECTUR? '.VINGSA'i0 a nms - - DBL I MAHOGANY DECKING sPEFu . 12" LVL I ' ON PRESSURE TRT0. ` I E PERS S AEFERTOFIWS,i SCr1 EDULEFORNAMFLAL 1 . I:1 • _ - • iHiiINFOtfL=QUIIRE ICLAFUFICA7 0 14USi BE BROUGHT • , a .. 1 1 i� __ EXISTING CATHEDRAL - I TD THE_ATTENTION OF THE ARCHITECT. - •1 _ I '' :. i r `. .,- j _ - 6 PROdO SOJND INSULATION AT ALL BATHROOMS L - EI INv BE REMOVED - �- I -- ' : WASHER DRYER CLOSETS AND NErHANICAL ROOI/S . - - _- « .. . - - UI A S r E R M A S T R 77 I _B A T H C L G S E J � • I - I I DBL LVL BEAt.1 I —� SEE 1 I T: , STRUCT• 2 x 5 JOISTS NEN ELEVATED FLOORWF El E X I S 1 T N'G F L 0 0 R F R A M I N G NEW COFFERED CEILING _.-'----- _. ._.._. -. . - ............... SEE A- __ . I 2 ` L I V I N G R 0 0 M. EXIST. - D I N 1 N G BEAU F _..._ __.. -... _.._- R 0 0 PA _XI.SS - ._.._EXIST CASEWORK CASEWORK. _.._._._ I -- ..,--- _ ... FIREPLACE „ • _ I I : ................ _ ...- �- -i --�--- - --- - ' I ' - � � I � 183 BAY STREET •--T---IH ' • -, 1 EXIfSI TIN G ;BA � E FORj HE4RTIH I I 1_ OSTERVILLE MASSACHUSETTES I ,.... ............. I I PRELIMINARY PERMYI'SET - _..._... -- 'lc tiUC D.V L.NOVE.MBER 1-01 7007. � ' PROPOSED BUILDING SECTION ON r Q4V ICE 7.{ el HYcZs DOOR& WINDOW SCHEDULE mf < i/muel-a[J�r� TN. IdIJi ', I:GI•r,G5'R 'I✓�ollC�'\INZG7eI�lN6+ :5 5 0,\�Y) YI N U V£i 15 ,OA{'E CO!'A!•1Gt T5 �� - --- ---' - :•,�ir'r! I irf ^";� :'r"CG l,rp• ��R�v;'•i'T"� , �15 ["fl/PC551'lt\XvV - _ — — C r�. CIGt: YI �cII +/ 105 CGFC55 t','iI JCL"J BRUCE MILLER !. ,Nr Cii I-I-E0*UIZI-' r INTEI:IOI:S I - .... _ 1 •,A Waltham ri t sud.2li B Ision NIA 0 11S -FFF I GENERAL NOTES: I i _ I i I:ALL DILIENSIONS TO BE FIELD VERIFIED FOR _ 'Nc\'! 3 h" LALLY COLUhIN I i ACCURACY ANO CONSTRUCTION PURPOSES BY N 20 % 20' % 'C DEEP FTG.' j GENERAL CONTRACTOR AND SUBCONTRACTORS. � 4t •I' .. .. ,y I ALERT ARCHITECT TO EXISTING CONORIONS I p (` :NOTE: CONTRACTOR TO VERIFI' REQUIRING REVIevioExEartE PLANS ASDRALN. i 'OR INSTALL FOOTINGS. I i i 2:ALL DIMENSIONS ARE FROM FINISH TO FINISH ,f - UNLESS OTHERVASE NOTED. 3:ALL V.ORK IS TO BE EXECUTED W ACCOROAVCE j - i. WTH SPECIFIED f.A A TERLS AND LI_ETHODS. _ NEW (3) 2x4 POST ON I - SUBSTITUTIONSLNLLBEALLONSOONLYNITH - i EXISTING 8 x 16 - + i i CONSENTOFTHEARCWTECTANDOV%tZR. ' Ct1U PILASTER 4.PERFORf•1 WORK SHOWN ON DRAWNGS AW I I ( t—• i s _ _ I'SPECIFICATIONS.IF ANY.AS PRONDED BY 1 ARCHITECT.ALERT ARCHITECT TO Y 1` EXISTING STEEL B'A7.1 i ENGINEERS OR OTHER CONSULTANTS TO THE AN - DISCREPANCIESSETIN.ENCONSULTANT ' { 1 DOCU.-JENTS AND ARCHITECTURAL DRAWNGS AND SPECIFICATIONS. i 5:REFER TO FINISH SCHEWLE FOR NFTERIAL i _ INFORlfAT10N.1TEM115 THAT PRENOTSPECIF.EDOR I f I NEW 31 2x4 PG$T GN j - _ I THATREOUIRECIARIFICATIONM1IUSTBEBROU'GHT - i TO THE ATTENTION OF THE ARCHITECT. EXISTING 8 x 1 6 a ';.. _ B: ESO U:C ION11TLL BATHROOn•S.CIJU PILASTERWASHER -DRYER CLOSETS AND AIECHAICAL R001.IS. EXISTING STEEL BEAM _ .- - I i NEW 3 h" LALLY COLUMN — I 19/ 20' x20'x10' DEEP Flr CONTRACTOR TO VERIFY' I OR INSTALL FOOTINGS. - I EXISTING POST •i - ! • [�- AND FOOTING EXISTING POST ABOVE I S EXISTING Tctl B_�A.d" -, I . — — — — — — — — — — — — I I I 1 - EXISTING POST • AND FOOTING - I 1 EXISTING POST ABOVE - i g EXISTING STEEL BEAM EXISTING POST I - ABOVE A i ' ,. i ' •;. ExlsTwc STEEL a=A.d � .• I _ I I EXISTING,POSTS - I - `—EXISTING POST t _ AND.FOOTING AND FOOT!NC t. -. 183 BAY STREET . OSTERVILLE MASSACHUSETTES PRELIMINARY PERMIT SET i ` — --— —_ __ _— — I. ISSUE I)AT C:NOCr Mul-K 10.11IJ; FOUNDATION PLAN Iill = i I_oIl LIMIT OF WORK LIMIT OF WORK 1 { j BRUCE MILLER ARCrurr:CIURE+INITERIORS i ! ! i � � I— —i ,— -- -- —t— --• -- —� I — i 91i 1+,"altham Strc•t '-life?IS .. .. Boilon.NIA 021I8 I 1 i I i I 1 I (t)617-338-3932 (t)6t7-33ti�133 i I I i I 2 x 16 OC GE.=_ -NOTES: i n=N P ST T- SS 1T. I I 1 Cf} 1,ALL DIMENSIONS TO BE FIELDVERIFIED FOR I _ .1 ACCURACY AND CONSTRUCTION PURPOSES BY I. % D _ IT3/4'I x ib•' ! LL 11 i GENERAL CONTRACTOR AND SUB_ONP=lTORS. i I j j ALERT ARCHITECT TO EXISTING CONDITIONS j REQUIRING REVIEW TO EXECUTE PLANS AS DRANK. t j L n=L.v PO T T xI TNC2:ALL IF�..ST Fr, D8 2 X t2 j I i I �' j UNLESS OTHERWISE NOTED�I•i FINISH TO FINISH I Y ! I2 x 16' OC j I ,.i 1 c^! I I ]:ALL WOWC15 TO BE EXECUTED IN ACCORDANCE I j WI TH SPECIFIED MATERIALS AND METHODS. - I ! SUBSTITUTIONS WILL Be ALLOWED ONLY WITH I {Z i j I �ti Nj j CONSENT OF THE ARCHITECT AND OWNER, I ;� D3LIt-3/,4 X tt-�f3"II_VI i�F<I A:PERFORM WORK SHO:\N ON DRAWINGS AND SPECIFICATIONS,IFANYANIULTA TSTO ENGWEERS OR OTHER CONSIATAMSiO THE ARCHITECT. II I ( I AR ,ALE ARCHTECT OANY CREPANSBETWEEN CONSULTANT INEIr PC T i Exl ..... Z CL! IDOCUMENT AND ARZHITECTURAI-DRAWIN GS AND ! !Fill F D 2 12 SPECIFICATIONS 2 x 6 16' GC Ii * i .. I I j 5:REFER TO FINISH SCHEDULE FOR MATERIAL <I I j INFORMATION.ITEMS THAT ARE NOT SPECIFIED OR I I I - THAT REQUIRE CLARIFICATION MUST BE BROUaHT Z1 I ! 1 TO THE ATTENTION OF THE ARCHITECT. ! j �— .. ! D8L 1-3,1"4•' x II-7/3•' VL { I : - PRO WASHER-DRYER CL CLOSETS AT ALNICT ROOMS j., I '( � � - '-• ` WASHER-DRYER CLOSETS AND MECHANICAL PO01.15. I NEV PO T T 8SVT. - - - 2 x ¢ i6' OC 1 I 2xa w I j POST F _ I ! - 1 { IaRLA Or NEV L SATED rLC t � OVER (O 2 EXI5:7 NG S 1 i0 r I C OR �- - ! -, POST POST 1 i _ I - Z 1Ln i • .......... ............. - { \_V EI � T._D F° cv\ ! 1 183 BAY STREET I - ? 'OVcR kIS;II\G S B LO I OSTERVILLE i MASSACHUSETTES j ?PRELIMINARY PERMIT SET i j _ ! I lssur DA"I 1 N(A r\u11:r,zo,zoo, I I { — — — — — — — — — — — — — — -- — — — — — — — — — --- — — — — — — — — — — — — — — — '— — — umf OF '_WIT OF I I WORK - WORK t` ' .N. •I' I- j. CSECOND FLOOR FRAMING ItlZoio, 114" = 1'-01 h I I ; .LIMIT - ! BRUCE MILLER WORK ' LIMIT OF . WORK i AGChI I'PGClti ti l?+ IV flilaORS r' d6 Waltham Stw t euity 215 - - - -' I GENERAI—NOTES: I I ACCURACY ALL AN DNS TO CONSTR FIELCONSTRUCTION PURPOSVERIFIEDES FOBY R _I I-i 1i I 1 GENELCONTRACTOR CONSTRUCT SUBCONRAMIR I I GENERAL COTECT TOE AND SUBCONTRACTORS. 1 ONDMONS REQUIRING RING REVIEW TO EisnNGXECUT PLANS AS • . I I I REOJIRING REVIEW TO EXECUTE PI.WSAS ORAWN. O..IENSIONS ARE111OA1 FISH TO FINISH I. I A I I I Uh..ESS OTHERAISE NOTED. 1 ALL NORK IS TO BE EXECUTED IN ACCORDANCE i I I WTH ECIREONWERIALSANDIAETHOOS. ..MONSY.IUB " CONSENT OF THE ARCHITECT AND OMER, I " I 1 I I �:PERFORtd 4'ARK SHO•hN ON ORANiNGS fJ.D SPECIFIGTIDNS,IF ANY.AS PROVIOEO BY j ' _ 1 ENGINEERS OR OTHER CONSULTA.YTS TO THE _ ARCHITECT ALERTARCHRECT TO ANY DISCREPANCIES SETV.EEN CONSULTANT I • DOCUI.IENTS AND ARCHITECTURAL DRAV.INGS AND J 1 SPEpF.CAT10NS. Ic - e l I I 5'.REFER TO FINISH SCHEDULE FCR UATERIAL. CHII.:N'c _ _ I INFORtUT10N.ITEMS THAT ARE NOT SicC;FIEOOR I ' THAT REQUIRE CLARIFICATION&WST BE BROUGHT - T(3) 2x4- . I TO THE ATTENTION OF THE ARCHITECT, ' POST - l r C 1 I Hc R CR YER CLOSETSAND 1 BATHR00 56.PROVIDESOUN I >U UTDNATALL c . ' w .. .. .... 4•- M M M j O O I I. I I( �, III i • I � � I ij0 ® 16" .C. I--12 )10 16 O.C. EXISTING I _ I � 1 .... .. BEAM, ABOVE (3) 2x' _ - • (3) 2x4 ITl•`. I 1 —• 1 T71— la" Ilc•• I .. I POST a` l—EXISTING PARTITION - `POST ��- / j ill i TO BE REMOVEED. ...-__.. ._ % y \-(3) 2.4 - POST I r I ....,-.. . T - t I X I. 1 / I r a : JI _.. __ _. .. ... EXISTING L ° LVL ;. XISTII'G D'"L 1 ' LV \\ 1183 E ST N =X RIO ...... ....._. -....-._. . 6 \ I I - BAY STREET .. '.. WALL T BE REIA VED.� - _ \\ MA'SSACHUSETTES \\\ PRELIMINARY PERMIT SET 2 x 10 C, 16" O.C. '_[l,2UU? �\ I . LIMIT OF LIMIT 0= ": I WORK WORK . ( IIIZC1'wi ROOF FRAMING I Char Coal Filter Vent Final Ln to ° ASSESSORS REF.. Slab El. 13.63 determl edl In field e F.G. © Slab EL. 13.63* - *Final Foundation Grading To Be See Note 6 (typ.) Map 117 Parcels 152 & 153 �\ Coordinated With Landscape Plan F.G. EL. 13'f F.G. EL. 13'f OVERLAY DISTRICT. EL. 11.35 Flow Equilizers �' Wien se V� EL. 12.05 As Required ts. x ���, �v" AP - Aquifer Protection District �/� - rY q Installer To EL. 11.65 2000 Gallon • 9 EL. 11.40 1000 Gallon Septic Tank EL. 11".10 Top EL. 11.62 r Con firm Prior Septic Tank O�v To Any Work H-20 Required _ p �. iL0 t� H 20 Required 10.9 H-20 \ l ° �t DIRECTIONS: (See Note 5) q EL. 1C-,- �O` 1s.i ae /J e !y J (See Note 5) D-Box h, Q From Hyannis - Take Route 28 into Osterville; "Tow zan f o _..,.. Leaching T e 17x3 �4J'J .� 10.46 °'ens At the lights by White Hen Pantry take a left 1 j w .z.S To Be Installed On Chamber, - - - 6 , •-• onto Osterville West Barnstable Road and follow �" �� -" 9e ,,e �' ,� �able Compacted ase • Bot. EL. 8.46 o 1 Bedding,»T„s ts.9 to the end Take a left onto Main Street Take a right onto Parker Road; And an immediate Inspection Port, If Encountered Remove & Replace 17x5 '` y . '.`% & Baffels All Unsuitable Soils Within 5' of o ., right onto Bay Street; Sites are on the left, #183 191. as Per Title 5 The Outer Perimeter of The System "'ne°t Fa Y. , EL. 3.46 17 LOCATION MAP. High Ground Water in Well Reading `• 4 _ _._._ _ �" l'ED PROFILE. OF SYSTEM 1 -2,coot FLOOD ZONE: DEVELOil ., ; ,7x2 Zones: AE (EI 12) NOT TO SCALE i6x8 BLDR Xl$T G \ X (0.2% Annual Chance) 18x2 nn\ F"9e ` 18x22 X (Minimal Flood Hazard) 7.9 SEPTIC NOTES �` - ' 2 a ' Map # 25001 CO544J DESIGN DATA t. Bnd 1. Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours n/vc \ 0 1 Bit Driv EL C. , Legend: July 16, 2014 Single Family Prior to Any Excavation For This Project the Contractor Shall Make x18.1 M rER -7 Bedroom @ 110 GPD the Required Notifications to Dig Safe(1-888-344-7233)and contact r 1 .2x P� 16.1x No Garbage Grinder ' g Sullivan Engineering&Consulting Inc. (508-428-3344). 0 Deciduous Tree Two Kitchens 2. The Contractor is Required to Secure Appropriate Permits From Town Total Daily Flow=770 GPD Agencies For Construction Defined by This Plan. 3 ZONE: 770 x 200%= 1540 Gallon Tank Min. oc Q 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall + Coniferous Tree RF-1 PERC TEST: 15,061 Use a 2000& 1000 Gal Septic Tank in series Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to x l oa 87,120 SF (RPOD) PERFORMED BY:CHARLES ROWLAND,EIT- SULLIVAN ENGINEERING Assure Watertightness. In General,Water Lines Shall be Constructed in -II- Sign Frontage (min) 20' SOIL EVALUATOR NO. 13586 LEACHING AREA Coordination With COMM Water,and Shall be in Accordance + snr / Light Post Width (min) 125 WITNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 770 GPD/0.74(LTAR)= 1041 SF Required With 248 CMR 1.00-7.00&310 CMR 15.00. �� .9x Setbacks: JUNE 1,2016 �� 1j o O Vent Pipe Front 30' SITE PASSED Sidewall=2(12'-10"+59')2'=287 SF 4.A Minimum of 9 of Cover is Required for All Components. , / 1 -OHW- Overhead Wires ° + Bottom Area=(12'-10"x 59')=756 SF 5.All Structures Buried Three Feet or More or Subject Q7 <o - -25- - Elevation Contour Side 15 4 co 1xs " 17.8x ® Drain Rear 15' Total Provided= 1043 SF(771 GPD); to"Vehicular Traffic to be H-20 Loading. It is the Engineer's �\��^\ \ 18. ® Iron Pipe TEST HOLE - 1 EL. 16.8 TEST HOLE - 2 EL. I6.8 LEACHING D Recommendation that H-20 Always be Used. �,° + \ AE LAYER I OYR 4/2 AE LAYER I OYR 4/2 L,EACHI G CHAMBER DE ` 6. Install Watertight Risers and Covers to within 2"of Finished Grade Over o N � 18• _. El CB/DH DARK.GRAYISH BROWN DARK GRAYISH BROWN Septic Tank Inlets and Outlets D-Box and Two Leaching Chambers. ° "• Lawn / -0 Guy SANDY LOAM All Pipes to be Schedule 40. Use c ` /', ; Q/ent c 11 15.9 12' SANDY LOAM 15.8 All covers are to be maximum 18"for concrete or 24" Cast Iron. An Openil �° � • \° Utility Pole Bw LAYER I0YRA/6. Bw LAYER 10YR 4/6 6-500 Gal. Leaching Chambers lri a + = /° \ Greater Than Covers Shall Be Left Open On Chip Seal. c,"0 hh Utility Hand Hole DARK YELLOWISH BROWN DARK YELLOWISH BROWN 12-10 x 59 Washed Stone Field as Shown. / M 7. Septic System to be Installed in Accordance With 310 CMR 15.00& " 29" LOAMY SAND 14.4 30" LOAMY SAND: 14.3 \ N O Miso Manhole C1 LAYER IOYR 5/8 CI LAYER IOYR 5/8 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable + . C L Wetland Flag YELLOWISH BROWN YELLOWISH BROWN Board of Health Regulations. 17x3 / °c MEDIUM SAND 138" MEDIUM SAND 5.3 TH-2 p SB/DH 8.All Piping to be Sch. 40 PVC. 29" PERC TEST 14.4 NO GROUNDWATER ENCOUNTERED �' 25 GALLONS GONE IN 5 MIN. 9. D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum + lsxs Lawn = Sum " \ . x17.6 138" PERC RATE<2 MIN/IN(LTAR=0.74) 5 3 p Of 6 . NO GROUNDWATER ENCOUNTERED 10. Septic Tanks Shall be 2,000& 1,000 Gallon H-20 in series. The 1,000 15 p 0 G. ;, / x17 7 Gallon Tank Will be Equipped With a gas baffle. rER 11. The Separation Distance Between the Septic Tank Inlets and + Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend "t<< ~� a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" 14x8 G`cNFRgTO `� TEST HOLE - 3 EL. 12.0 TEST HOLE - 4 EL.12.o pq0 •/ Existing SAS AE LAYER 1 oYR 4/2 AE LAYER I OYR 4/2 elow the Flow Line,and Shall be Equipped With a Gas Baffle. ` To BE ABANDONED DARK GRAYISH BROWN e : , v D Box DARKGRAYISH BROWN G S RO J _ __...f{ 6 / - 14, SANDY LOAM 10.8 4' SANDY LOAM 10.8 ! \ Bw LAYER I OYR 4/6 Bw LAYER I OYR 4/6 tIP i � ;. � O? DARK YELLOWISH BROWN DARK YELLOWISH.BROWN 'Fnr \ \Aqn 13.6x 5g 9 1 7 LOAMY SAND 10.1 23 LOAMY SAND 10.1 23" ,�poi 5.P•`' Q C1 LAYER 10YR 5/8 C1 LAYER 10YR 5/8 p / !, q(q�Z F Chun \ wn 0• / \ YELLOWISH BROWN YELLOWISH BROWN RFpRq F j St s 1 x2 Rq/Nqc tVOpF 7?J 11x9 `\ o�•/ \ 1 6 Lawn MEDIUM SAND 37" MEDIUM SAND 8.9 rRF yFNT /Nk F Mq / / 23" PERC TEST 10.1 C2 LAYER 2.5Y 4/2 8x \ + + \ FZ• B.g,50Z0 \ _`J 6 ' 25 GALLONS GONE IN 5 MIN. DARK GRAYISH BROWN 3 .4. a 4 Lai q.0 37" PERC RATE<2 MIN/IN(LTAR=0.74) 8.9 126" MEDIUM SAND 1.5 PRpPgOX C2 LAYER 2.SY 4/2 GROUNDWATER ENCOUNTERED + "-_.. S TROPO \ �l g Property has Pro sol line DARK GRAYISH BROWN Edge of Bordering Vegetated Wetland + + ` / �i `� �� \ J s \ FpT/G T�p C opa has been dissolved creatingone lot due to as Flagged by Brad Hall i x5 +' I G/�O/NG \ Hq�E kS 13 zoning regulations when 126" MEDIUM SAND 1.5 / v R / lots were put in 30/DEC/15 l � + I '�l �OR syo � � GROUNDWATER ENCOUNTERED 4x9 f i + + ( r�)/ FE�A FERFHC tS OU " Golf Tee common ownership and +' /� ! OR F/NSHFD pF P q�YGN \ �i r \.., p i' 1 / 17.2 Hole 6 structures demolished were 7 aQ f / ` v�S PST _� OROp FO ORgt 2,Sao Gq Otr4t/vq l QF� O N4FT ty4G f W CygMB4. y 2 GF \ FR SYFF ... ._ TH-3 a;'s i N 4YgTeR / �....... _ . 70 Ta j TO 9E O 9 °ROpO Shrubs f 'i; / &RFgUMO4/SyF l S�GgRgcFO 1 /" J 13 15. I cOUNOq nN O / pFR q'40H/T 3 I ! \ �r f ! ` + q.' 7 /N qGF F &&ROT ON EC7'p� / !f 11x2 l 5.3 1 V MgNiF 4 '4N \ / 2 Lo + + 1O5 sFG2Rq/N G I 0 hq N F + \ 4x2 t'R + + �: l W/ MtFR O \ Mtn Op \ r _._.;, / /N .OF s S F G �OF V FL. STONE - .. 1 Mowed Path .` �gNOSG qRF + - FX/ST/ �O\Hq / x10.7 >25 15.5 (, TO B NG 11q� ti\ x 0.8 �N + 4z4 \ 5x4 x O Rq/S 10.8 1 Approx Septic f I 1 per BOH Card \, Lown 1�.9 O BE REMOVED \ ` Shed Grou 8r �10 1 4x5 - Monitorin 10 i 3.5x .. _. - 4 \ \ `. -' ` \ r a -. -- ,.. -_ - Stops \\\ 9x/ . ..._.. .__ CB DH �•., ., Shrubs -_ ,._._ �� �� �; ,..- \_ \ _. _.__ ._ rk.. ._. .,�� .,_•___"` ��.IF1 O '9a$' Fnd - __ _ -. - Ditch /. \ - h,- _Shrubs _ ........ _._. _ _ 3x7 ._,.. `^^•... ; � .... � __.. .. . _ 6x8 , - _.. 7x3 �. S A �� J®Fi 2.3 Fairway Edge Fairway Edge IL - \ 3.1 Hole 5 N/F Hole 5 48168 � % \ Wionno Club o \ x3''" % 9941108 OF,,�/ST \`y��Q SSrONAL 6 f i 4 V.� itch 3x8 3x6 Update Utility, Patio, & Drive 9119116 SB/DH Add Second Septic Tank for Second Kitchen 6128116 Fnd Add Proposed Septic System & Details 6121116 New Foundation & Rotated 2• 4115116 Buffer Zone Calculations Specify Tree Replacement, Pervious Drive, & Horoscope Proposed REVISION: Calculations" Per Con Com Request 3111116 OZ 0-50': Site ® Total = +219 SF (PA',10) NOTES: PREPARED FOR: PREPARED BY.• TITLE: Plan Mitigation Required 219 SF X 4 = +876 SF 1.) The property line information shown was Engineering & C a e S u ry Proposed Improllmments compiled from available record information. ThOmos & Helene Lauer V 23 West Bay Rd, Suite G � 2.) The topographic information was obtained u ivan Consuiting, Inc. Osterville MA 02655 A t from an on the ground survey performed on (508)428.3344 • P.O. Box 659 • 7 Parker Road,Osterville, MA 02655 (508) 420-3994 / 420-3995fox or between 30/DEC115 and 7/JAN/16. seci@sullivanengin.com • wwwsullivanengin.com 183 & 191 Bay Street T 3.) The datum used is based on NAVD '88, Barnstable (Osterville) MaSS. �Ia fixed mean sea level datum. 20 0 10 20 40 80 Field: RRL/WHK/KAR Review: RRLW Comp.: RRL/WHK Job #: C409_2 DATE: SCALE: c=r� 7771 Draft: WHK/KAR Drawing #: C409_2G1 February 9, 2016 1 " - 20' i o p•00 ,p o s• o ► 0,000 •• Y�esA I � lbed :1 •• • ' „ -, p Proposed Scope � e A y STjq Work limit set In co-ordination with Conservation Agent. �• �E c •0 Demolish existing structure and remove from site. Set• g now dwelling Bui din to be In c beyondrequirementsbuffer the 50 foot compliance ancewith FEMA and the State Building Code. ' ZS !• o : • Septic system to be up-graded to comply with all state and ecal requlroments. o.,d ., - • .i0 1 ce tify that the proposed structure shown All run off to be recharged. 1 it _ •,' � .. ; ; . ' , , hel'eon , complies with the side tine Driveway to be pea stone7. - �Q . Set back requirements for the Town of �.,�✓ i, , r L' , .a i�• '� , jLC1C� Barns ble S C ( ► I OTES DESIGN DATA f . ��,�• , 1 I • •• •+•- .. •� .•• e-w - 1.Water Supply Fo tot is Municipti Water. Single Family-4 Bedroom rThis • •. ,,, ' . b ••, v i/ With no Garbage Grinder 2. 3 1 a M• ,- i`r Leeation of Utilities Shorn onThisPS�n Are Approx. Oaity Flows I10 x 4 440 GPD I .: At Least 72 Hours Prior to Any Excevation fill Septic Tank 1440 GPD x 200%c 880 GPO r prnleet The ContractorShallblake The Required Use 1500 Gallon Septic Tank.See Note Notif ieotion to Dig Safe(1-800-322-4844) � twin holly G a,;. ..e e. i LEACHING AREA � 3 The Contractor is Required to Secure Appropriate L r°� ; ' , '. � . : . , ., r N 9 . �• - , Permit: From Town Agencies For Construction 440 PD/0.74 s 59 5'SF Required ..- q I •y Bottom Area= 5 x 60 =300 SF/Beds -�- - �1►eet �� N Defined byThi:Pion.• 2 Beds Required. - I © 'y A 4 Install Misers as Required to Within 12 of 600 S.F.Total Provided adl �.� ♦�` o'er Wished Grade. LEACHING.BED DESIGN , M,7 � L • - o D .` 13,_ 5.All Structures Buried Fovr Feet or store or Subject' All Pipes to be Schedule 40.PVC I U Locus Plan to Vehicular Traffic tobe H-20 Lmilinq. Perforated With Capped Ends.Use i Accordance With 2-4 Distribution Line in Each 5 x60 - __` W. Wash Stone Bed as Shown. . I 6► Septic System to be Installed n ccord I - M 310 CMR 15.00 Latest,Revision And The Town of Barnstable Board of Health Regulations. �h• Regrade & Replant in Proposed Dwelling •--- _ ' Consultation with � _ �--- � T. All Piping to be Sch 40 PVC j FF_ 12.0 "I `` • 'Map 117 Parcel 152 - :,,, �. ' '� Conservation Agent • • • _: IaC> % -ROE Rv� 8.The Septic Tank Shall be a 2000 Gal.,2 Compartment. 1 F i Zoning District: RC, Setbacks 20'/10'/10' -.. The First Compartment Shall Have a Volume of Not I Z FEMA Communit -Panel Number 250001 0018 D 1s �• iC'LPOO Stonq` e "-- — 'o Less Than 1900 Gal. And The Second Shall be Used y , ; . �,9 as a 500 Gal. Pumping Chamker. Map Revised July 2, 1992 ^ 3 c a° �• tM_in.) Flood Zone A13 (E1.11.0) r o� Clog 03 o:'®TH-1 o ._� I i TG Few • t f �� �BRr ��� - -at �t�� V N ' 2fl o ' .... -I ea one• �.- WMp� ' W a . PLAN REFERENCE: o blest seR In .` b � PLAN BOOK 88 10 . Courtyard of:C �sil B• •.,,�' , o PAGE 107 D PLAN OF LAND ` proposed tree well and Mucho Pines Ses e steps, match - tstln9'grsd • AS SURVEYED FOR ark. .... existing grade ... '1� B t o ZONE -�i.♦. FREDERICK 8 CAROL S. MCLANE, JR See Detail ne °sed well , spin tell t top ¢.��^�"''`� ! A 13 (E L 11) j BEARSE 8 KELLOGG- CIVIL ENGINEERS IleldstPINION o DATED APRIL 21.1949 -TH-1 Elev: 0:3 TI--2 o I Misc.Fi l l TH-2 Elev. 3.5 r a . M . . . . . . . , . • .-. . -� -�- . , . . . . , , , : ; �;_ ��V� E Coarse Sand 0� Misc;�'iiI � ;. 3.2 Strong Brawn 24 : : . : : eda. = �a � : . . . Ground W�ter�a Elev.2:G• . . Plan View. Propos mprovements .` a scale: 1"ez20' 17„ Swl Coarse Sand i ' `, 4, _ 8w2 Yellowish°Brown •�. too se'.Sdnd E Brownish Yellow h DGE OF 26 BC- Date April 1T, 1998 WE bn Coarse Sand _ — r � ..... . . ... 4 Engineer: Sill inee Inc: I ; No4 round:Wafer.EncoiJMed CI f a . ss I M a eri ,.µ. • .. aAI • �f�.it.'� See Note 8 � Finish • ' F.G.15.0 ,. = Grade • '�. . ._. See Note 4 S�. .} : �. *twr w. R: Irt � °.In 13.0 r Compacted�Fill 18 Fitter 7.5. isoocai. . . v •�-- Fabric ?5v- OMws 1 Septic a. •, . . . , . ... Tank 13.4 .••: Bot El..12.5 a ,� u ' . j -W` It 9 1 t3.2 ai /8 -1/2 I y - • .•,• • - 2 Pea Slane , f • Bedding a: �� ..I 500aal Per Title 5 7 7� 0 4 0 ,� �.y ,� r , ,� till. tee shed i I • Pumping _ f�r 3/4!-1 I/2 Double • Z r ' �' �* , 1 / Ir' Chamber PVrtrPipe Washed e Jr . existing dwelling •.� x to.� J r ' of first-floor el Ground Water at I. 6„ 2, 0„ I=6 o �:. ,, _ •-. El.4.8 Observed - " 3/25/99 5,_0„ e gyp _.___ 1 .4 -��' •�_ _ , a`'. .,. •+' ' S DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM °' 00, conc. �' - '``♦• ,1 -' 4h% TV Not to Scale CROSS SECTION OF LEACHING BED01 i Not to Scale ' I _ b • EC m�, timber deck '' �`'•+- Z.2 - • NEB ►, :- r---� . S Z ' A SIP ltt toll tones P' ` Sr Soc • VIIANNO GOLF COURSE •` ` �A 2_.. - r i�a EDGE OF WETLAND �•` ioG�pF plan View: Exist Conditions tions I E t s.4 scals:l" _20' ��0F tf A m I>c xi ♦i CIVIL AIT- o �` r PROPOSED SEPTIC UPGRADE z I - Site Plan 1 \ I'll At: 183 bay► Su et , 0sterville y KSUULLRAN . , For: Mr. & Mrs. Michael Deeley .. '' � L Scale: as noted Date:r-- April 17, 1998 Sullivan Engineering Inc. M o V E D Ll3 AC H IN G B m D5 -ro 7 Parker Road, Ostervllle 02655 NEW LoCA-M)N. (508) 428-3344 ' +` Revts�oNS 5'-2o-9a l•AI�G•�t� -s��^-�Ic Sys'TEM •