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0119 ISLAND AVENUE - Health
I i 9.Island Avenue ` Hyannis A= 265 -018 -- 001. L: i Town of Barnstable P# �f THE Tp Department of Regulatory Services I HAaN8TA81.E, Public Health. Division pate 1619, 200 Maio-Street,Hyannis MA 02601 prED MPy A �� Date Scheduled ✓Time Fee Pd. Soil Vability assessment oY Sewage isposal Performed By: Witnessed By: G✓� G LOCATION & GENERAL INFORMATION Location Address I.(cl �a1w Av<w.4 GjQvov 'E,ta.�-Q Owner's Name LO (f ,-k U-'A4j4.1 5�0 CdN4c�2 Vavdlt Address �1"sk+n, ?c-...s 7��y� Assessor's Map/Parcel: G(� 2(,S�Qa n��( pl$,-Q�jl Engineer's Name fja,&,c,•- ti�L NEW CONSTRUCTION REPAIR Telephone# .569--771- 7 5C,2 Land Use �[��c{ I Slopes(%) b,.2 6 ram'._^ Surface Stones e)a n-t. Distances from: Open Water Body 12si' ft Possible Wet Area 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) LU co rn cra L a - - 42 - -7j r-n CD Parent material(geologic) !7 J ev t., Depth to Bedrock _ Depth to Groundwater: Standing Water ill Hole: Weeping froin Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment n• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date 5 13 Time 00 4.1 Observation 3 Hole# Time at 9" 10;3:� to, Depth of Perc Time at 6" IU 13(0 1,o 5 StartPre-soakTune n I0 IS (l7 KO . Time(g"-G') min End Pre-soak Rate Min./Inch 7 Mni� tNe�t " Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-----=----- ***If percolation test is to be conc �ed within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior.to.'beginning. Q:HEALTH/WP/PERCFORM C 2-01 f DEEP OBSERVATION HOVE LOG Role# 1 Depth from Soil Horizon Soil Texture Soil Color Soil, Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. Consistency,% ae o jt/o �a� 06sQvd«0 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%GrElyel ,t 30 o Lc,`n s 5 `f2 / yo'- ?0" lv r _ Na a/ci 0 6 se ac�. DEEP OBSERVATION HOLE LOG Hole# -3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency.°o a el 2yyP34' SG,�y l_o2rh IU`1'12 �/2 1322 DEEP OBSERVATION HOLE LOG Role# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. . Consistency,°o Gr e 30 3D"m `fUy � . t^����.Sa� .7�v��l'✓Z y�� q0 y-/3 ® o w Flood Insurance Rate Man: Above 500 year flood boundary No. Yes t/ Within 500 year boundary „ No V1, ' Yes Within 100 year flood boundary No ;tI Yes Denth of Naturally Occurrint!Pervious Material vious material exist in all areas observed throughout the Does at least four feet of naturally occurring pet area proposed for the soil absorption system? �S If not,what is the depth of naturally occurring pervious material? Certification I certify that on Apr,l I t J S (date)I have passed the soil evaluator examination approved by the Department of Envirorunental Protection and that the above analysis was performed by me consistent with the required training, expertise anal-experience described in 310 CMR 15.017. Signature _ f1T Date .h // 20(3 Str - 262Z Q:i9EALT1l/W P/PERCFORM 'C L/OCATIOND PORCH ROM BO0)00 • WR�Wp( SE �119 / �.Q 2-2— � 1 IS f ST E. I IN ECK DECK 11 gip.\N�NG W / YWa I N-9 63 Q;BOX I �CK R I OUT=9.53' O NO lsl y eR�dr`WPC C TANK BOAT HOUSE _ =O— , - / AB 17_ —�_16 -600-G�LLON— `\ -PUMA CHAMBER. N/P- i - AM-VEDDER _ _ STONE-REfAINING WALL / -w T — ' _ — — — — HEDGES / �ry 19917 — — 50' BUFFER y ' I � z� — - - - - - - 100 -BUFFER . i Day 1 '6 ' �� , TOP OF COAST L BA N�C _ / sa— N GRAVEL DRIVEWAY E '�E /E- E — E _ /E E E ±E — E E ---E E W // W/ W� W 15r W eFE ---,-10001 BENCHMARK #129 OPANE T Kl' FFE=14.50 1 STORY DWELLING �® Po i/ o� NEST PIT #2 / 1 RAc 'oIF 6' — 1 ® P OF COASTAL BANK 6.7 �TPIT , b2 . 191.80' RUSH N/F STEPHEN W. KIDDER & MARK B. ELEFANTE, TRS. LOT AREA TO FACE OF BRAMBLETYDE TRUST CONCRETE SEAWALL AND EXISTING STRUCTURE oFIKEtry 'Town of Barnstable RARNSPAUM AWLS- s63q. Board of Health plFo r��a e 200.Main Street, Hyanmis MA 02601 nlliec: S08-862.4644 Wayne Miller,M.D. FAX: 508-796.6304 Paul Canni0f,D.M.D. :. — Junichi Sa vaymiagi:. September 4, 2013 - Mr. Stephen Wilson, P.E:. - . Baxter Nye Engineering and:Surveying 78 North Street Hyannis, MA 02601 RE: . 119 and 129 Island Avenue, Squaw Island Hyannis port A= 265-018- 001 and 002 Dear Me. Wilson, You are granted permission to.construct.an onsite sewage disposal,system onto 119 :Island :Avenue, Hyannisport, on:::behalf of your :client Wolfram Vedder (hereinafter the "Owner"), with the following conditions: :(1) Lots 119 and 1291sland Avenue, Squaw Island,:Hyannisport, :(hereinafter the "lots") shall be placed under the same ownership and :proof of same shall be submitted to the Health:Agent prior to obtaining a disposal.works construction permit. (2) No more than a maximum of three (3).bedrooms are authorized at 129 Island Avenue, Hyannis port. Dens, study rooms, offices; finished.attics, sleeping lofts, and. similar type :rooms are:. considered "bedrooms" :according to the MA Department of Environmental Protection. (3) . The Owner shall execute. and record at the. Barnstable County Registry of Deeds,:a deed restriction, approved by the Town Attorney;: restricting the property at 129 Island Avenue to a maximum of three (3) bedrooms. A copy. of the recorded deed restriction shall be submitted to the Health Agent prior:to obtaining a disposal works construction permit. (4) The Owner:shall execute and .record at the Barnstable County.Registry of Deeds,: a deed restriction. on both.lots, approved by the Town Attorney, requiring that in the event one these :two parcels are :conveyed into separate ownership, an easement shall be placed onto the 119.Island Avenue lot for the new.septic system location on this lot. Q:\:NPI'I LES\RevVedderPermission2013rev.doc (5) The septic:.system -shall :be .installed in substantial conformance with engineered plans dated.June 21,. 2013. The new proposed.septic system shall be:installed greater.than one-hundred feet away from any wetlands. (6) The:.designing engineer shall :supervise the construction of the onsite sewage disposal system and shall certify in writing to_the. Board of Health that the system was installed' in substantial compliance with the plans dated June 21, 2013. This permis ion is granted, :without the::necessity of granting variance relief, based upon the agreement of the Owner that both lots will be placed under the same ownership and that restrictions will be:recorded limiting the number of :bedrooms on 129. stand Avenue to a maximum of three and requiring that in the event of conveyance of either of the lots into separate ownership, an easement i shall be placed onto the 119 Island Avenue lot for the new septic system:location . at this lot. since ly yours, Wa a Mi er, M. , Chairman i Q:\WPFJI.,F.S\RevVcddcrPcmiission2013rev.doc .. . . Town of Bamstab a : . e a -1 e„ Department of Regulatory Services t t Public Health Division pate T� 200 Main Street.Hyannis MA 02601 e)P M1�� Time Date Scheduled' T � _ 0 Soil tability Assessment for Sewage isposal D ... .... ...... ... ...... Puformed.By.- cJJ-Cvt. Witnessed By.-..:. GV t IxxiatlonAddiess LOCATION&uGENERAI Owner's N .••r.7-�- ***Ifr INFORMATION N9 Val t. rr .. Address N A,+s GV?t us.o 7t Y So S . Assessor's Map/J'a:-1:yA 24,S Po per 1 018-001 Enginer'I Neme hwx.'.- NBWCONSTRUCTION REPAIR' Telephone N.So&-7�t'�So2 .. .. - .. .. Land Use. r,e.,cL_,,0 II Slopes(%) G•2 ti% Sprha S[anes n e r� .. g at Distances front: Open Water 8o0y 12� 'R Possible Wet.Area R Drinking Water Well _ R Drainage Way R Property Line :R Other R .. .. ..- 'SICETCH:.(Street name,dimensions of lot,e(eu loea0ota of tut holes Le pare tuts,locate w•cliands In proximity to.holu) .. ....... ........ ....... PI G4p4-ra-�s ?a.:�t}.ye l9 eeQ-.8.1it.F•L1.1.:.::.. ...... ...... .. . .... .. .... .... 1. D r.�. o 4d 3s t rl :tt zz 1 .. t i i (� :. Zp- II Depth to Bedrock ... Perenl material(geologic) tr- 1'o�t-. .Lot•, F - Depth to Groundwater.Standing•Water inkole; Weeping from Pit o .. _. .. .. _. .. .. .. F ce .. Estimated Scasonai High Oroundwatcr AETERrY NATIONYOR SEASONAL IiIGH WATER TABLE Method Used: in Depth Observed standing In obs.hole: In. Depth to soil mottlu: Depth to weeping from side of obs hole::. In. Groundwater Adjustment R tndex Well tl Reading Da[c Index Wcli level. .. Adj.factor Adj.Groundwater i.evel:_ - PERCOLATION Date $/ Time 0:00 dM PERCOLATI `i TEST I Observation : ,2 - 10;Sy Holed J Time at9" •1Q'1i_ 6Y p p'.:rj$' Depth ofPue:. �f) " Time at to136 6 SlartPre-sanl•Time® :._IO'.I C 10'•YO Tnie(9--6) 3m�� yW115 Ind Pre-soak `V J 1/Ij SJYIi+t (VI RateMinAnch '7 bwsie seek -✓ '1.�•/ .. .. .. _ Addilione]Testing Needed /N .. .. .. Site Sultablllry:Assessment Sit-Passed�: �Site Failed:. � � � B (Y.i Original:Public Health Division Observation Hole Data To Be Completed on Back :.. percolation testis to be con cted within 1001 of wetlands you must first notify the Conservation D v st o p ni /I Barnstable Division at lea one(1)week prior,to beginning. Q mEn _. . _ 1 0 :HP1tLTHJWIs CFOIUd- . (\201 - `7) a _ _. DEEP OBSERVATION HOLE LOG Hale N 7 - - ' Depth from soil .�Soil Texture Soil Color � .�Soil Other .Surface(In) : (USDA) (Munsell) Mottling (Structure,Stones,Boulders. e y . e. 2Z C Wier, it m�a• S���l ie, i2 �/y :. 72'-132 :. :. .. :. .. .- .. .. .. oil HoSoil .. .. .. DEEP OBSERVATION HOLE LOG Hole Y: 2 Depth from S limn " Texture Soil Color �Solt Otherw. .. .. .- Surface(in.) NSDA) (Munsell) : 61oWing :(Structure,Stones.eQLAvelBoulders. Consistency, ve .:..:.: .:..:.: .:..:.: : 4:77.. ..-. .. .... - oZ� o l /3 sa�� � I' _r � lo8w . �$ Q :7- ; . t4 No' o{ri O 6 se r DEEP OBSERVATION HOLE LOG. Hole 0: 3 '�... Depth from. Soil Honzon Soil Texture Soil Color Soil: Other . Surface(In.) (USDA) (Munscll) Mottling (Stricture,Stones,Boulders. ......- .... ....... ... ....... evil T4a Val) B l uan� SG•.r� 7,5 Y2 ' + I11rr)r Scno( Id YR y/�o C ` • EEP�OB NATION LE LOG H le. D S1R HOLE o #—�. :Soil Horizon Soll Texture - Soil Color Soil Other Surfem(in.) (USDA) (Munsell) Molding (SWcturc Stones,Bould Boulders: • i8,r.3 .- U :A• .. .. tnm .. .. :. :. o°^/'✓L+ .... C . Vrlcaf, 56n4.. 10`/r e" c Icr U l7 cv Flood]nsurnnce Rate Man: Above 500 year flood boundary No— Yes: 1/. .. .. .. 1 :Widtln.500yearboundary..- No�.. Yes_ .. .. .. "Wiihin-00 year flood boundary No✓:..Yes_ :..... .... ...... .... A th of Naturally Occurrine Pern4ous Material to .. t in al .. observed t the Does at least four feet of naturally occurring pervious material exist' I areas obs throughout area proposed for the soli absorption system? e5 If not,.What is the. epth of naturally occurring pervious material? 1 Certification I certify that on A2,1_I 99 S (date)I have passed the soil evaluator.examination approved by the Department of Environmental Protection and that.the above anal sis Was performed by me consistent With y "the required(raining,expertise.and'experience:described in 310 CMR 15.017. . ..... Date _.... Signature (o ��"Zu�3 Ste- 262L Q:HP-ALTH/W P/PFAC FORM : l l _ 1111111 . • rk LOCATION EN � TI ROM B O D 0 O EGK I �p e l , ` R1� STONE RETAI�NG 10 .. I . . : _ DECK NO�IIiPy / DRYWBI = I. fAl 9.63 _ .53 O: �0 C..TANW.. BOAT HOUSE .. .. N- U -19- � _ �- _ pff� CHAMBER _ - -N� J AM-VWDER _ - STONE F-WOLI RETAfNI j AU-ry / EDGES. . _ I \ .... ..... _ i1 -� �Y -pTFy S 11.3 '05' Z6 - -_ 50, BUFFER y , I� A Z m i CFO !h ,� TOP OF COAST L BAN m 1 -X GRAVEL DRIVEWAY ,J L-E -E� ...... E -E -C -E j /E E -E �-E �E --E E -E- =E BENCHMARK 1 STORY#1DWELUNG Z % �► / OPANE T K FFE=14:50 A / PO �/ . .� ofTEST PI72 FLAGPOLE P OF COASTAL,BANK PIT il 191 a0' �. :. RUSH N/.F STEPHEN W, KIDDER Ilk Tk - & MARK B. :ELEFANTE, TRS. LOT AREA.:TO FACE OF CONCRETE.SEAWALL. J BRAIiA6LETYDE TRUST TING STRUCTURE _. AND EXISTING o non en cr a. to Z RELEASE OF L40RTGAGE Z WF HOME EQUITY#:11704104701998"VEDDER" Barnstable,Massachusetts } KNOW ALL MEN BY THESE PRESENTS that WELLS FARGO BANK,N.A_whose address is 2324 = OVERLAND AVE,MAC#B6955-014,BILLINGS,MT 59102-640 1,holder of a certain Mortgage, whose parties,dates and recording information are below, does hereby acknowledge that it has received Z full payment and satisfaction of the same,and'in consideration thereof,does hereby cancel and discharge Q said Mortgage. . t Z Original Mortgagor: WOLFRAM VEDDER AND DEIDRE LYONS VEDDER N Original Mortgagee: WELLS FARGO BANK;N.A: �,T' Date Executed: 11/16/2007 Recorded: 11/28/2007 in Book/Reel/Liber:N/A Page/Folio:N/A as i. < Instrument No.: 1,077,897,In the County,of Barnstable, State of Massachusetts Original CT#: 183824 New CT#:N/A } Property Address: 119 ISLAND AVENUE,HYANNISPORT;-MA .02647 . WELLS FARGO BANK,N.A. On December 10 2013 ' th. - ql?H"AELA L BAMERS,Vice m. President Loan Documentation F STATE OF Montana COUNTY OF Yellowstone On December 10th,2013,before me,STACY L 'HARMAN,a Notary Public,personally appeared MICHAELA L BAUWENS Vice President Loan Documentation,personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity,and that by his/her/their signature on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument WITNESS my hand and official seal, STACY L.HARtww q.�pSARlq�9L NOTARY PUBLIC for the SEAL State of Montana Residing at Warden,Montana %, P11 �9rFOF MON�P�� M December t 7,Expiresy Commission 6 'S C L AN Notary Expir ; 12/17/2016 (This area for notarial seal) r; ' `'TNfG'rMGWFMH't2!'10201310:10:12AM'WFMC07WFMH00000000000�00�20542.5'MP.BARNS'1 1704104701 998 1MSTATB MORT REl"TMGWFMH' Recording Requested By: WELLS FARGO BANK,N.A. I, WOLFRAM VEDDER, _ TRUSTEE of WVDV ISLAND AVENUE REALTY TRUST, under a ...Declaration of Trust dated November 19, 2009•, registered with .the Land Registration Office of the Barnstable County ,, Registry.. of'• Deeds as Document No. 1, 128, 575 of Austin, T.exas for One Dollar ($1. 00) consideration paid : GRANT TO: WOLFRAM _ VEDDER, W' an �'undivided one-half interest, and DEIDRE LYON$ VEDDER ' an undivided one-half interest, as TENANTS IN COMMON, both of 5500 Cuesta Verde, Austin, Texas 78746 WITH QUITCLAIM _•COVENANTS, a certain parcel of land, together with the buildings thereon : situated at 129 Island Avenue, Barnstable 4(Hycim is Port)', Barnstable County, Massachusetts . 02647,. ,as ."sh own, on%'the. hereinafter mentioned plan, described as f6flows LOT 'C -as shown: •oa Land- Court Plan: • 15457-A. So much of, said lot,.' as expressli or by implication of `A law, included in any of the ways,`or parts thereof, shown on - Plan 15457-A is subject '.`•tom. the=.:.rights of all persons lawfully- entitled thereto in and over the same. W Subject to any and ,.al1 public ghts legally existing in � and 'over the - same`; below `,high' .wa`ter -mark in Nantucket Sound a Said prema ses are' -asubj eet - to*,,a� restriction with the Town',of }Barnstabie Board of. Health. restricting the premises to three (3) bedrooms to"�be: :registe red. herewith. Notice- - is also made ,asp concerns��theT use of part of the ad'oinin y g ;property at° 119 `-,Island Road also owned by the .,. grantees for a' leaching area, used: dn connection with the ., . septic' ''system- on, the, herein 'described .premise so that in the event of,--transfer an easement-*shall be granted allowing the same ,-`or.. notice that the entire- `system is then located . on the herein 'described: premise .. t Said; premises are conveyed subject to and have the benefit `61 any and all- rights, rights.: .of -way, easements, 1 y f di, e sl i", )r'+7ro. _ .c a . _ FX. s. _ r'or title, 'see Certificate of Title No. 190105. I, Wolfram Vedder,, Trustee of WVDV Island Avenue Realty Trust, hereby certify as follows: 1. I am the duly appointed -trustee of said Trust and have full power and authority to convey the property situated at 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, MA 02647 and .to. ` execute, acknowledge and deliver any instrument or instruments as may be necessary and proper or,' incidentiii`_to the completion of the transfer for nominal consideration:' 2 . The Trust has.. not ' been' terminated, altered or amended, except as may , appear of. record, and is still in full force and effect. 3. I am executing this certificate and performing the above act as recited herein- pursuant to express direction of the beneficiaries,of. sai1d Trust. 4. The beneficiaries;, of said. Trust are of full age and competent to give said express ,direction. WITNESS my hand and seal this' day of November, - 2013. w. WVDV,ISLAND AVENUE REALTY TRUST ;. Wolfram Vedder, Trustee STATE OF TEXAS *, County .ot , SS- i 2013 Before me; : the undersigned Notary Public, personally appeared ,Wolfram Vedder,_" .Trustee'_ ,of' ;WVDV Island Avenue _............. _..::..-............... ... .... _ - r t: preceding document, and acknowledged to me that he signed it voluntarily for ,its stated purpose. otary Public My commission expires *� (affix Seal) GVEN 4; r y =ar � NN E7�IM a A M4 Jr LI All . ,Z. a Ca r.�'. n W♦- .. � • -. - ti', L kit ! `�,+ - .. y Revised 11/4/13 DEED RESTRICTION WHEREAS, WOLFRAM VEDDER and, DEIDRE LYONS VEDDER of 5500 Cuesta Verde, Austin', Texas ,,, ' 78746 are the Owners of both 119 and 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, Massa.cahusetts` '02647, WHEREAS, WOLFRAM VEDD&R and DEIDRE LYONS VEDDER as the owners- of said property have agreed with the Town of Barnstable Board of. :Health ,, to. 'a restriction as to the number of bedrooms which � can be included in the buildings located on said lot >: as a pre-condition to obtaining a disposal works construction permit in, compliance with 310 CMR 15. 000 State Environmental Code, Title V, Minimum Requirements ' for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition. to granting, :," disposal kworks construction permit for a septic system in compliance with 310 CMR Y 15.200, ` State Environmental Code;_ Title V, Minimum Requirents em,and authorizing the Subsurface. ,- :Disposal of Sanitary ° ng the :issuance-'of a building permit for. ' the construction of an ancillary- .b bu ilding g containing . two. bedrooms on this4property with � an existing residence containing_ one -bedroom; (ex sting residence now contains two bedrooms, -one' to be - removed liatr'°'time of construction of ancillary building described above) ; is requiring that the agreement . for the rest riction:�on~the` number of bedrooms in the- buildings on said' lot 'be". Put on record with the Barnstable County Registry . District `of the Land Court by 1 recording this document. NOW,e THEREFORE, .WOLFRAM VEDDER,;and -DEIDRE LYONS VEDDER do hereby place the following restriction on their above- referenced land. in accordance with their agreement with the Town of Barnstable Board of °Health, ' which restriction shall run_ with the Land and be binding, upon all successors in 129 Island' Avenue, Barnstable (Hyannis Port) , Barnstable County, Massachusetts may. have upon the lot a n ' This restriction shall continue in full force and effect until such time , 'as the Premises shall connect to Town sewer and there are --no regulations at that time that limit the number of bedrooms to those existing at the time of the connection or -said-'premises can. have more than three bedrooms as may then be allowed as,}'a. r6atter of right., under state, regional and local 'Iaw ` at which time, the Restriction. shall become null and void. The Town of Barnstable may unilaterally re-record this restriction to extend ..the'. protections . provided herein for an additional twenty .,. (20) years, '-provided, however, that such re-recording shah 'occur , prior 'to the, expiration of thirty (30) years from R the ., date-,` of recording of this document. . n _ .It is further agreed=-,that" WOLFRAM VEDDER and DEIDRE LYONS - VEDDER agree that in the event said property (129 Island I Avenue) _ or their. =ada„oining property at 119 Island' Avenue are to be transferred ,.j�separate from the same ownership, an .'easement shall be.'3granted over a portion of - 119 Island road for the benefit -of .129. Island Road property which shall ; have the legal zighi . to' maintain a leaching , field. and reserved ax' (as shown on the attached sketch plan Exhibit A)'unless there ;is proof that the system can be maintained, as a matter "or. right,� .,under then applicable laws,, entirely.`. on 129 Is,1' `d' Avenue or that there is a s public,-sewer connection., r ;Said' premise is, described as follows: } 129 Island- Avenue as LOT C �as shown` on Land Court Plan: I5457-A 4 ' For title, ; see Certificate of Title No C , For description ?;to adjoining land at 119 Island :Road A •> , being 'Land, as` shown oa; Land 'court Plan 20487 A .i - EXECUTED as a sealed instrument this day of November 2013 WOLFRAM VEDDER a DEIDRE LYONS VEDDER STATE OF TEXAS County of 5 , SS _ NOVEMBER 19 , 2013 Then personally appeared before, me, the undersigned, WOLFRAM VEDDER and DEIDRE, LYONS VEDDER proved to me through satisfactory evidence of 'identification, which were a Texas drivers' license, to be the .persons' whose names are signed on the preceding document; :and acknowledged to me that they signed it voluntarily for• its; stated,purpose. Notary Public My commission expires (Affix seal) r C:\MyFiles\Neagledd.restriction doc jojzW _ -d 20,2014 ... .... .: ... .... .... ._ ..:__ ............ DEC ECK DRYWELL 1N-9.63 f OUT=9.53 -/ / �tP� •` 600 GALLON AR \. x PUMP r- FBTIG-4-ANK / 1 WpltTcAWMAtEpcar: _ �. $TONE RETAINING MALL - .r..:. . r - , i1 OF 1'BALES, .�- ' YE'I! ♦ Tit UZ JpT REWFdtt $ ivm t, AS5 ib. BA TOP c f F. 1 E E E ref i� �. may;!-....y --4y j c;?;i:y:4;:::;i;ei-i'!i�' .-t_'.�*.'-,'t'�.•� `9r"'= W 5y .. • �rJV a �.i .a 11 s s '-W s w• A ,�EXIS11Nc BULKtiEAD BENCHMARK G t o r !* WA tUINCE U PARKING w w' OUTGST . 0D7�Zyf � �'`���`'".war at. � 3 ri pROPM WATER SERVCE„5 IT OF 191.80' TO LIORKMAYBALES BERuf0�1F�' . LOT AREA TO FACE OF PROPOSED AWdN0 WALL CONCRETE SEAWALL PROPOSE RET"WO WIW. :. - ° AND'EXLSTING STRUCTU 9.080 So. FT. N/F STEPHEN -W..KIODER 0.2.ACRES MARK B. EL.EFANTE. TRS: JOF 2 BRAMBLETYDE TRUST some . � '✓I r.Sri;> y�'t p... '�o Y:. ,. , i I n I DoczIP237.P099. 12-13-2013 12:33 Ct$*_202261 BARNSTABLE LAND COURT. REGISTRY QUITCLAIM DEED I, WOLFRAM VEDDER, TRUSTEE. . Of WVDV "ISLAND AVENUE REALTY TRUST, under a Declaration of 'Trust .dated November If, 2009., registered with the Land Registration Office of the Barnstable County Registry. of Deeds as =Document No. . 1,128,575 of Austin, Texas for One Dollar ($1.00) consideration paid GRANT TO: WOLFRAM VEDDER,. an undivided one-half interest., and DEIDRE LYONS VEDDER,, an undivided one-half interest, as TENANTS IN COMMON;, both of 5500 Cuesta Verde, Austin, Texas 78746 WITH QUITCLAIM COVENANTS, a certain parcel of . land, together with the buildings thereon, situated at 129 Island Avenue, Barnstable (Hyannis Port) , Barnst-able- County, Massachusetts 02647, as shown on the hereinafter mentioned plan, described as follows: a- LOT C as shown on ,Land .Court Plan 15457-A. So much of said lot:, as expressly or by implication of law, :included. in any of .the ways or parts_thereof, shown on Plan 154 7 5 A is sub'ect to the rights s of 'all pe r rsons g P all - lawfully entitled thereto in and over the same. Subject to any and .all'.public rights,:legally existing in and over the same below high water ..mark in Nantucket Sound. Said premises :are subject to a restriction with the Town- of Barnstable Board of Health restricting the premises to three (3) bedrooms to be registered herewith. Notice is also made as concerns the use of part of the "adjoinin.g property_ at 119 Island' Road also owned by the grantees .,for a leaching- area used in connection with . the septic system on the herein described premise so that in the event of transfer an easement shall be granted allowing the same or .notice that `the entire system .is then located , on the,.herein described.premise. Said premises are conveyed subject to and have the benefit of. any and all rights, rights of away., easements, reservations and restrictions of record insofar as the same may be in.force and applicable. For title., see Certificate of Title No. 190105. I, Wolfram Vedder, Trustee of WVDV Island Avenue Realty Trust, hereby certify as follows:: 1. I am the duly appointed .Trustee of said Trust and have full power. and authority to : convey .the property situated. at 12.9 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, MA 0.2647 and to execute, acknowledge and deliver any instrument or instruments as may be necessary and proper or 'incidental to the completion of the transfer for nominal consideration: 2 The. Trust 'has not been terminated,- altered or .amended,. except as may, appear .of record,. and is still in full force and effect. 3. I am executing this certificate and performing the. above act as recited herein pursuant to . express direction of the beneficiaries of.. said Trust 4. The beneficiaries of said Trust are of full age and competent to give said express direction. WITNESS my hand and seal ,this $ day of November, 2013. WVDV,ISLAND AVENUE REALTY TRUST Wolfram Vedder, Trustee STATE OF, TEXAS County of `Q.dts, SS• , . 2013 Before me, the undersigned Notary. Public, personally. appeared Wolfram Vedder, Trustee .of WVDV Island Avenue Realty Trust., proved to me through satisfactory evidence. of ; identification,- which was a Texas 'driver's license, to be the person whose -.name is signed on -the attached or preceding document, and acknowledged to me that he signed it voluntarily for .its stated purpose. otary Public Ci� My :commission expires: �) ao-a� mac. (affix Seal) - -M.F' Augusl20,�14 r_ � T Doc.1 p237 s 1t3CZ 12-13-2013 12_33 BA RNSTABLE LAND COURT REGISTRY Revised 11/4/13 DEED RESTRICTION WHEREAS, WOLFRAM VEDDER and .DEIDRE LYONS VEDDER of 5500 Cuesta Verde, Austin; 'Texas 78746 are the Owners of both 119 and 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County_, Massachusetts 02647, WHEREAS, WOLFRAM VEDDER and DEIDRE LYONS VEDDER as the owners of said property have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the buildings located on said lot as. -a pre-condition .to obtaining a disposal works construction permit in. compliance with 310. CMR 15.000. State Environmental -Code,' Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage:; WHEREAS, the 'Town -of Barnstable Board of Health, as a pre-condition to granting a disposal' works construction permit for ..a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; and authorizing'.the; issuance of a building%.permit for the construction of an ancillary building containing two bedrooms on. this property. with; an :existing residence containing One bedroom, (existing residence now contains two bedrooms, one to be removed at time .of. construction of ancillary building., described above), is .requiring that the agreement for the. restriction on the number of bedrooms in : the buildings on said.,. lot be put, on record with the Barnstable. County Registry District of~the Land .Court. by recording this document. NOW, THEREFORE, .WOLFRAM VEDDER, and ,DEIDRE LYONS VEDDER do hereby place the following restriction on their above referenced land in accordance with their agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon. all . successors in title: 129 Island Avenue, Barnstable . (Hyannis Port) , Barnstable County, Massachusetts may have :upon the lot a, house and new ancillary building.:, with all buildings containing a total of no more than three (3). bedrooms.. This restriction shall continue in full force and, effect until such time as the .Premises shall connect to .Town sewer and there are no regulations at that time that limit the number of •bedrooms, to those existing at the time of the connection or said premises can have more than three bedrooms as may then be allowed as. a matter of right, under state, regional and . local . law at which time, the Restriction shall become null and void. The Town of Barnstable may unilaterally re-record this restriction to extend the protections provided herein for . an additional twenty (20) years, provided, 'however, that, such-re-recording shall occur prior to the expiration of thirty (30) years from the date of recording _ of this document.. It is further agreed that . WOLFRAM VEDDER and DEIDRE LYONS VEDDER agree that in the event said .property (129 ` Island Avenue) or their adjoining 1 property at 119 Island Avenue are to be transferred separate: from , the same ownership, an easement shall be .granted. over a portion of 119 ' Island. road for .the. -benefit of 129. Island Road property' which shall have the legal right to maintain a' leaching field and reserved area(as shown.' on' the attached sketch plan_ Fxhibit A)unless there. is proof, that' the system can be maintained as a matter of right, under then applicable laws", entirely on 129 Island Avenue.',or that there is a public sewer connection. - Said premise is described as follows: 129 Island Avenue as LOT. C as shown on Laced Court Plan: 15457-A For title, see Certificate of. Title No. C For description to -adjoining. land' at 119 Island Road being Land as shown on Land court Plan .20487 -A For Title see Certificate of .Title No .183824 ' EXECUTED as a sealed instrument this day, of November' 2013 W U WOLFRAM VEDDER DEIDRF -LYONS VEDDER STATE OF TEXAS County of T�,,s SS. NOVEMMR 1 g .2013 Then personally appeared before me, the undersigned, WOLFRAM VEDDER and DEIDRE LYONS VEDDER proved to me through satisfactory .evidence 'of identification, which were a Texas drivers' license, to be the persons whose names are signed on: the. preceding.document.; and acknowledged to me that they signed it voluntarily for its stated purpose. L Notary Public My commission expires: 0 " ao-ao� - (Affix seal) C:\MyFiles\Neagledd.restriction.doc AGWEN", MCLENDON : - : .. MY COMMISSION EXPIRES . _ � � pYgU5t202014 IE RET RING 1'1 I DEC DECK 1 SEe\C \LUN G dP 1 - \ p gd� Rgj. 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Total Pages: 1 Doc=1 s 237 7 G9F.. 12-13-2013, 12:33 BARNSTABLE LAND. CGURT REGISTRY d Z RELEASE-OF MORTGAGE Z WF HOME EQUITY#:11704104701998"VEDDER" Barnstable,Massachusetts KNOW ALL MEN BY THESE PRESENTS that WELLS FARGO BANK,N.A.whose address is M4 OVERLAND AVE,MAC#B6955-014,.BILLINGS,MT 59102-6401 holder of a certain Mortgage, j whose parties,dates and recording information are below, does hereby acknowledge that it has received vi w full payment and satisfaction of the same,and in consideration thereof, ,does hereby cancel and discharge ae'i Q said Mortgage. Original Mortgagor: WOLFRAM VEDDER AND DEIDRE LYONS VEDDER �.N Original Mortgagee: WELLS FARGO BANK,N.A. o Date Executed: 11/16/2007 Recorded: 11/28/2007 in Book/Reel/Liber:N/A Page/Folio:N/A as rn Instrument No.:1,077,897,In the County of Barnstable,State of Massachusetts Original CT#:183824 New CT#:N/A Property Address:119 ISLAND AVENUE,HYANNISPORT,MA 0264..7 WELLS FARGO BANK,N.A. On December I Oth,2013 HAELA L BA S,Vice President Loan Documentation STATE OF Montana COUNTY OF Yellowstone On December 10th;2013,before me,STACY L HARMAN,a Notary Public,personally appeared MICHAELA L BAUWENS,Vice President Loan Documentation,personally known to (or proved to me on the basis of satisfactory evidence)to be theperson(s)whose.name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity,and that by his/her/their signature on the instrument theperson(s),or the entity upon behalf of which the persons)acted,executed the instrument WITNESS my'hand and official seal, o�b.!taq STACY L.HARMAN y pzAgi�>y NOTARY PUSUC for the- $EAL : State of Montana Residing at Worden,Montana si'•, 'fie My Commission Expires StCCY L AN 9lFOFMONtP December 17,2016 Notary Exp r :12/17/2016 (This area for notarial seal) TA/G-n0GWFMH`I2/1=V131010.12 AM'VJFMC07WFMHOOOOOOOODOOOOOD=5425'MABARN3'11704104701998 MASTATE_MORT REL"TMGWFMH' Recording Requested By: WELLS FARGO BANK,N.A.When Recorded Return:To: LIEN RELEASE DEPT WELLS FARGO BANK,N.A. ..HOME EQUITY SERVICING'OPS P.O.BOX 31557 BILLINGS,MT 59107 Ems, Town of Barnstable. �uvax,�� Regulatory Services � a � ►ss Thomas F. Geller,Director ' away°' Building Division -- — Tom.Perry—Building_Commissioner 200Main Street Hyannis, MA02601 www.town.barnstable •ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1. Wolfram Vedder& Deidre Lyons Ve dale i ,as Owner of the subject property hereby authorize E. B.Norris& Son,Inc. to act on my behalf, in all matters relative to work authorized by this building permit application for: . 119 Island Avenue (Address of Job) 11/4/13 Signature of Owner Date Print Name Q:FORWOWNERPERNSSION Town of Barnstable a + l4AN3rABLE, Board of Health jDrFa p�pla 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 4, 2013 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 119 and 129 Island Avenue,`Squaw Island Hyannisport A 265=018 001 and 002 . Dear Mr. Wilson, You are granted permission to construct an onsite sewage disposal system onto 119 Island Avenue Hyannisport, on behalf of your client Wolfram Vedder (hereinafter the "Owner"), with the following conditions: (1) Lots 119 and 129 Island Avenue, Squaw Island, Hyannisport, (hereinafter the "lots") shall be placed under the same ownership and proof of same shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (2) No more than a maximum of three (3) bedrooms are authorized at 129 Island Avenue, Hyannisport. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms according to the MA Department of Environmental Protection. (3) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 129 Island Avenue to a maximum of three (3) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction on both lots, approved by the Town Attorney, requiring that in the event one these two parcels are conveyed into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location on this lot. Q AWPF ILES\RevV edderPermiss ion2013 rev.doe (5) The septic system shall be installed in substantial conformance with engineered plans dated June 21, 2013. The new proposed septic system shall be installed greater than one-hundred feet away from any wetlands. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated June 21, 2013. This permission is granted, without the necessity of granting variance relief, based upon the agreement of the Owner that both lots will be placed under the same ownership and that restrictions will be recorded limiting the number of bedrooms on 129 Island Avenue to a maximum of three and requiring that in the event of conveyance of either of the lots into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location at this lot. Sinc ely yours, Wayne Yliller, M.D. Chairman i Q:\WPFILES\RevVedderPermission2013rev.doc 1HE T S fi DATE: (0 G I y✓ C� FEE: Is -oo • saxxsrnsILZE..: f mass. REC. BY ' Town of Barnstable �^ SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 5087862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: I `t 2 k 22 Ci Ayth e:'C ��,ue,y- 14 c:n viis ?Cr--- Assessor's Map and Parcel Number: Size.of Lot: C�_. 4 e Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: . APPLICANT'S NAME: t-!,)C r M Phone Did the owner of the property authorize you to represent him or her? Yes k: No PROPERTY OWNER'S NAME CONTACT PERSON Name: \l.ri.)'\1 .i 51 Aivc T. Name: nl�u , Address: SSeo C vey� \Jzra�c Au5k►n jcxc.s Address: (3c ,�• - d�u� 7S &)pr41 Sfi, HuoHnis kj Phone: Phone: 5OS-771-- 75bZ ' ck �s VARIANCE FROM REGULATION(List Reg.) . REASON FOR VARIANCE(May attach if more space needed) 31rs CYn!Z IS Zld ���`i�ft 1c, COM IIl P`e:cjU6f-icv+ r-Cc�t�tr�•a� �a n dv7+ll vn S��cl4. p1 C'3TNen tt�l 5G'r l.�csCk � 3`e! NATURE OF WORK.: House Addition'7 House Renovation; Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) . _ Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi — REASON FOR DISAPPROVAL !4 Paul J.Cal,,A�+� C:\Users\decollik\AppData\Local\Microsoft\Windows\Tempor �` ''o.�� 1/— �11b`� I te�rnet Files\Content.Outlook\BAT9P9B7\VARIREQ.DOC od� �M :- r3r 7 Town of Barnstable - Barnstable ° ;` Board of Health ; 1 g 200 Main Street,Hyannis MA 02601 M�A 2007: Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. 7unichi Sawayanagi BOARD OF HEALTH MEETING RESULTS Tuesday, September 18, 2012 at 3:30 PM Town Hall, Hearing Room, 2ND Floor 367 'Main Street; Hyannis, MA I. Septic Repair— Deadline Extension: Jacqui Michelove representing the Estate of Matthew Fink, owner— 18 Great Marsh Road, Centerville, Map/Parcel 230-006, 0.20 acre parcel, failed septic system, requesting a twelve month extension. APPROVED REPAIR DEADLINE EXTENSION. The Board voted to extend the septic.repair deadline by 12 months. If necessary, the applicant will return to the Board at that time for an additional extension. II. Clarification of Bedroom Count, Interpretation of Disposal Works Construction Permit# 87-805: Sam Naoom, representing Georgia Marmanidis — 9 Beth Lane, Hyannis, Map/Parcel 273-199, 16,651 square feet parcel, number of bedrooms. CONTINUED TO OCTOBER 9, 2012. The restricted zone changed for three consecutive years and more research would need to be done to determine whether this property was actually restricted at the time of the permit. Dr. Miller suggested that.as it would have been a capital expense to the home and the owner may have a bill from the contractor which would document what work was done at the time, hopefully, specifying a bedroom. Sam appreciated the opportunity to research it more. Also, Dr. Miller asked Mr. McKean to research and see if this would have fallen into a restricted zone at the time the permit was issued. Dr. Canniff asked Sam to also bring a drawing of how the floor plan will look in the final scenario and to show where the other kitchen/wet sink is being removed from. The Board voted to approve a Continuance to October 9, 2012. Page 1 of 4 BOH 9/18/12 Q III. Variance — Septic (Cont.): Moved to Steve Wilson, Baxter Nye Engineering, representing Oct 9, 2012 Barbara Rosiello, owner— 60 Winfield Lane, Osterville, Meeting Map/Parcel.116-101, 1.05 acre parcel, multiple variances, house renovations, failed septic. IV. Variance — Septic (New): A. Michael Pimental, JC Engineering, representing Bayberry Square Condominiums, owner— 1645 Falmouth Road (Buildings C, D & E), Centerville, Map/Parcel 209-086, 1.68 acre parcel, three variances requested. APPROVED WITH CONDITION. The Board voted to approve with the condition that a revised plan shows the additional variance from the 1650 regulation. B. Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner— 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet parcel, requesting multiple variances. CONTINUED TO OCTOBER 9,.2012. Mr'. Eddy presented calculations demonstrating that if the property was a full lot, with the allowable Title V system, the output would be at 13+ ppm. Using the Singular I/A, this system designed as a 2 bedroom has an output of 9.96 ppm. Matt stated that 10 years earlier, they had a well monitor at the property across the street (# 283), also owned by Ms. Angelo, and the results are on file. He also mentioned the Centerville River dredging project had a mean high water mark below 2 feet. Mr. Eddy used a high water mark of 2 feet was extra protection. Dr. Miller said his other concern is with the Centerville River and possibly adding to its bacteria count. Dr. Miller would like to see what the calculations would be on a Recirculating Sand Filter (RSF) system. The Board voted to Continue to the October 9, 2012 meeting. C. Glen Harrington representing 1892 Investments, LLC, owner—455 Bridge Street, Osterville, Map/Parcel 072-03.5, 1.79 acre lot, two variances requested to repair failed septic system. CONTINUED TO OCTOBER 9, 2012. Due to so many environmental variances, the Board expressed concern of approving more than the 4 bed-ooms without an I/A system. The Board voted to Continue to the October 9, 2012 meeting and submit a g re include the additional variance being requested, along revised plan to q g with including lines on the plan to show the 100 feet to water, and check with the Page 2 of 4 BOH 9/18/12 i I owner on their choice of whether to change plan to a 4 bedroom or change to 5 bedroom with an I/A system. Moved to D. Steven J. Pizzuti, Esquire, and John Holmgren, J.K. Holmgren Nov 13 Engineering representing Cummaquid Golf Course, owner— 35 2012 Marstons Lane, Barnstable, Map/Parcel 350-001, 110.62 acre parcel, requesting Board support for a DEP appeal for a reduction in the design flow: V. Food Variance (New): A. Alice DaSilva, Sabor do Brasil —459-B Main Street, Hyannis, grease trap variance requested for various food items, grease recovery devise (GRD) proposed. No one was present. The Board voted to approve the grease trap variance with the condition that the menu is limited.to the menu submitted 9/18/1.2. (Two voted in favor, One Denied — Dr. Canniff): VI. Temporary Food Events: A. Stephen Hemberger representing "OctoberFest" event at the Historical Society of Santuit & Cotuit, 1148 Main Street, Cotuit, on Saturday, October 13, 2012 at 12 —4 pm, hot dogs, brats, and hamburgers to be served. APPROVED WITH CONDITION.' The Board voted to approve the temporary event with the condition that Ken Foster, servsafe certified, supplies his certificate for the allergies course.. B. Tim Friary of Cape Cod Organic Farm, Inc., for the event"Farm to Table Dinner" at Cape Cod Organic Farm, 3675 Main Street, Barnstable, tentative date `late October or early November', 2012. APPROVED WITH CONDITION. The Board voted to approve with the condition that they supply a floor plan and a certificate of the allergies course for Toby Hill. VII. informal Discussion: Stephen Wilson, Baxter Nye Engineering, representing Wolfram Vedder, owner 129 Island Avenue, Squaw Island, Hyannis. Dr. Canniff suggested speaking with DEP to verify whether there is a variance for the septic tank distance to the lot line. However, it is not believed to be a variance because they will be submitting a variance for an easement so the property next door has an easement to use the land needed to fit their septic system-: The Board expressed they would not have a problem with it and would only require a three- Page 3 of 4 BOH 9/18/12 bedroom deed restriction for the two building remaining on the property (along with the easement). Vill. Title V-.Septic-Inspection Review (Cont): Joseph Smith, Bennett Environmental Associates, representing Acworth Inn —4352 Route 6A, Barnstable, Map/Parcel 351-039, conditionally passed septic system inspection. Original inspection failed on 09/09/2011, followed by one passed inspection and one conditional passed inspection,. at least six months apart. APPROVED WITH CONDITIONS. The Board voted to approve the passing grade of the septic system with the condition that the owner will repair the two minor issues, a cracked outlet T and the D-Box cover, within six months. IX. Old / New Business: A. Correspondence from MA. DEP to Mr. Bill Rabe, Center Village Condominiums, regarding proposed construction on sewer. B. Draft- Clarification of the term "Catering" for Regulation. CONTINUE REVISION. After further revision, will have legal review wording. Page 4 of 4 BOH 9/18/12 I TRANSMITTAL BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)171-7622 Date: June 2.1,2013 BTO: Board of Health. Total No.Pages: 200 Main Street BN Job No.: 2011-067 Hyannis,MA Subject: Variance Request 119& 129 Island Avenue Phone: Squaw Island, Hyannisport cc: file �a(3 We are sending you ®Attached ❑Under Separate Cover ❑ Via Fax:(No. of pages including.Transmittal Sheet) ❑`First Class Mail/Registered#: ; ❑ Overnight r/ oil ❑Pick.up ® Hand Delivery The following documents: ®Prints/Plans ❑ Order of Conditions . ❑ Variance Approval ❑ Recording Slip ❑ Septic System Permit ❑Notice of Intent n Determination of Applicability n Other DATE COPIES NO. PAGES DESCRIPTION 6/20/13 4 Sets 2 Septic System Plan&Detail Sheet 6/20/13 4 1 Variance Request Form 2/13/13 4 1 Floor Plans 9/18/12 1 4 Sets 4 1. Board of Health Meeting Results 6/20/13 1 7 1 Septic System Checklist These items are transmitted as checked below: ® For Your Use ❑As Requested Z For your Files ❑ For Review And Comment ❑For Recording ®As Required Remarks: If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502; ext 13 or via email at swilaon@baxter-nve.com. Stephen A. Wilson,P.E. Note: _. This transmittal contains privileged information. Please contact the sender immediately if.this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template �ppTHETp� Town of Barnstable Barnstable Board of Health aEamericachr rLARDISTABLE, � M^ 200 Main Street, Hyannis MA 02601 i679• �� PrED MAt A 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. Agreement to.Extend Time Limit For Acting Upon a Variance Request In the Matter of a variance request form received on ;�C �-C� ► 3 , the Petitioner(s), & d?so--N regarding the property at 12 R J- )zfd , the petitioner(s) and the Board of Health agree that the Board of Health has until 1 (insert date) to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: ett i er(s)or Petitioner's Representative Chairman Print: �}� / (��/f Print: Wayne Miller, M.D. T Date: 7 2s,/3 Date: 3 Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: 508-862-4644 Fax: 508-790-6304 Q:\AGENDAS BOH\BOH Agreement to Extend Time Limit to Act on Variance.doc \ COMMONWEALTH OF-K43SACHUSETTS ' EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS. wt �) EPAR,TME?�`T OF.-EN—VIR03�tMENTAL PROTECTION l TITLE 5 OF•FICLA'L- INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE:DISPOSAL SYSTEM FORM PART A CERTIFI CATI ON Property Address: Owner's Name • = •Owner's Address: a��7 • -Date-of Inspection: —7 Nameof Inspect (p;eas Company Nam _ Ylailing Address: 9 A Z /`�-� �/_�p • Telephone Number: 6�� ` _ s CERTIFICATION STATEMENT 1,certify that I have personally inspected the sewage disposal system at this address and'that the�itiformatian-reported below'is true, accurate and complete as of the time of the inspection.The inspection was perfora l d based on my 3 training and experience.in the proper function acid maintenance ofon;site sewage:disposal systeti !. s:. I am EP -approved system inspector pursuant to Seetion 15 340 of Title 5(3.10 CMR 15:000) ;The syst in: ,y Passesrn . Conditionally Passes Ne Further Evaluation by the.Local Approving Auth rity ail Inspector's Signature: _ Da-te:.� 6 ) 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 onlyd*escribes.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 .1 Page:2.of I I OFFICIAL INSPECTION FORM NOT FOR OR .LtiI'�i�'� R ASS SSMENTS SUBSURFACE EW-A.GtDI,SPOSAL SYSTEIVI -NSPECTION CORM PE3 RT A. CERTIFICATIOPI (continued% Property Address: �. Owner:. Date.of Inspection.. Inspecti.on:Summary: Checkk-A,B',C,D or E/A*LNV-AY•3_complete.all of Section.D A. System Passes: _V_ I have not found any information WhichAndicates.that any of c the failure criteria de 's rib.e d in 310:CMR 1-5.303 or in 310 CMR 15304 exist.Any failure criteri ' ' t evaluated are indicated below. Comments: B. System Con:ditionalIy Passes: One or more system components.as described in tie"Conditional Pass"section need to.be replaced or repaired.The system, upon completion of the replacement or repair;as approved by the Board of Health;will pass. Answer yes,no or not determined(Y,N;ND)in the for.the following statements. If"not determined"please explain. The septic;tank is metal and;over 2.0.years oldY or.the septic tank(whether metal or not:is structurally unsound; exhibits substantial:infiltration Or eYfiltration or.tank failure is imminent:System will pass inspection if the existing tank is replaced with-a.complying septic-tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is I;ess than 20.years old is availa':)Ie:' . ND explain: Observation of sewage..backup-or break out.or high static.water level in the distribution box due to broken or. obstructed"pipe(s)or due to a-broken,settled or uheven distribution box. System will ass inspection if with PP a roval of Board.of Health • p p broken pipe(s)are replaced. obstruction is.-removed distribution,box is leveled or replaced ND explain: The system required pumping more than:4 times:a year due to broken or obstructed pipe(s).The system will pass inspection if(with.•approval:•of the.Board of Health): broken pipe(s),are replaced obstruc..tiori�s`rerno:ved :" ND explain: Pace 3 of.l l ` OFF-ICIAL INSPECTION FORM -.NOT FOR VOLT:TNTARY-ASSESSMENTS SU:BSIURT+SCE"5EWAGE:DTSPOSAI SYSTEM INSPECTION F6.Rivl PART:>A CERTIFI CATION•(continued) Property Address: Owner: Date of Inspection: - C. Further.Evaluation is quired by the Board af Health :F Conditions exist which require fiu-ther evaluation by the:.Board of Health in order to determine if the system is failing to protect public heal&,, safety or the environment. 1. System will pass unless Bo2rd of wealth determines in accordance with 310 CMR 15.303(1)(I) that the system is not functioning in a manner which will protect'public health,safety apd`'ttie environment-.- Cesspool or privy is within 50'feet of a'surface water Cesspool orprivy is within 50 feet of a bordering vegetated wetland or'a s t:marsh 2: System will fail unless the Board of Health.(and'Public.;4"i'ater:Supplier,if any).deter-mines that the system is functioning in z manner that.protects the public health,.safety,and environment: _ The..ystem has aseptic tank and soil absorption;system (SAS)and the SASis.withi ' ]Kfeet ofa. 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 I of a:pUblic water supply. _ The sysfem has'a septic tank.and SAS and the.SAS'i's.within;50 feet of a priV'ate.water supply well. _ The system.has aseptic tank.and SAS and the SAS•is.less than 100 feet but:50 feet or more from a private water supply well". Method used to determine,distance �. "This system passes if the well water analysis;performed at a DEP certified hboratory, for.coliform bacteria and volatile organic compounds indicates that the well is.free from pollution from that facilin,and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5,ppm, provided thatno other failure criteria are triggered. A copy of the anaIysis:must be attached to this.form. 3: Other: - S. Page 4 of I 1 OFFICIAL=IIV;SP .CTI:0 `1:FORi1-.NOT +:4-R 6 ©aL.TZ ARY ; ESSttiIEiVTS SUBSURFA:CE.ISE'WAGE'DISPGS��:� YSTEM'INSPECT ION.FORM PART A. CERTIFICATION('continued). Property.Address: r Owner: Date of Inspection:. (� 0 7. D.. System Failure-Criteria pplicable to alasystemac You must indicate"yes"or'"no"io each.of the-following for all inspections. Yes No Backup ofae.Wage into:facil facility,or system component due to o.verloadedor.clog ed SAS or..cesspool Discharge or Pondin of eff]uent to the surface oft he ground.or surface waters due to an overloaded or clogged.SAS;or cesspool Static liquid,1'evel:in the distribution:•box above..outlet.inverrdue to an.overloaded or.clogged SAS.or cesspool. h Liquid.depth in cesspool is'less.than 6" below invert or available volume is.less than %day flow Required pumping:more.than 4-times in.the last year NOT due.to clogged or obstructed pipe(s).Number. / of times pumped V Any portion of. the:SAS,cesspool or privy is..below high ground water elevation. Any:portioir;of cesspool or privy.is within IWfeet of a.surface water supply or tributary to.a.surface / water.supply:; >0 . An • onion of a cess o0 Y 1 or privy.is . —{- P p , .p vy • wrthth.a Zone 1 of a:pubhc well. v Any portion of a:cesspool.:or priv'y is'within.50-.feet of a.private water supply well: Anyportion of:a cesspool or•privyis.less.than IM feet.but.gre.a erahan.50•feet,from a private-water supply well with no acceptable-water.qua!itu analysis,.[This system passesf if the well water analysis, performed a.t:.a DEP certified laboratory,for'coliform bacteria and:volafile organiccompounds indicates thatthe..well is free from pollution from that.fA6.lityand the..presence,ofammonia nitrogen andlnitr:a:te nitrogen,is:equal:to or-less than 5 ppm,.provided that no:other failure criteria are triggered..A..copy'of the analysi"s m js 'be attached to this form.] (Yes/No)The system fails.I have.determined twat one or more of the above failure criteria exist as describe d m�:10 CMR 15.103,tfierefore 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 gpd to.1.5,000 You must indicate either"yes" or"no"to each of the following: (The following criteria.apply to large systems.in addaion.to the criteria above) Yes no the system is within 4.00 feet of a.surface oinking water supply the system is within 200,feet.of a tributary tc a surface drinking water supply — the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—I WPA) 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 failec:The owner or operator of any large system considered a significant threat;under Section.E'or failed under Section D sha.11 upgrade the system•in accordance with 310 CMIs:15.304.The system owner;should contact.the appropriate regional office of the Department. Page S of 1.1 OFFICIAL INSPF;C i I0N::F0R.I 3 tOT FflT2 V C2LUNTAR Y ASS SSNTEivTS SU3LTRFCE':EWA" .E:I�ISPOSALYSTE'1YS INSPECT'TON FORM. PART`B CH�C�LTST Property Address: Owner: Date of Inspection: Check if the following have.been done..You must indicate"yes"of"no"as.to each of the following: Yes No . . . . . Pumping:information was provided by the owner,.'occupant, or Board of Health. Were any of the system components pumped out in the previous two-weeks ? _ZHas the system received normal flows in the previous two week period? Have large volumes of water been introduced to the.system recently or-as.part ofthis inspection ? Were as built plans of the system obtained and examined?(If they were not available'no'te as N/A) Was the facility or dwelling inspected for signs.of sewage back up ? ` _ Was the site inspected for signs of break out? _ Were all system components, excluding the SAS,.located on site _ Were the septic tank-manholes uncovered, opened, and the interior-of the tank inspected for the condition "the of baffles or tees, material of construction, dimensions, depth of liquid,.depth of.sludgeand.'de th ofscum'? P 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 Existing information. For example, a plan at the Board of'Health. Determined in the Feld,(ifany of the failure criteria related to Part C is at issue aPP roxinyation of distance is unacceptable) [310 CtiIR 15.302(3)(b)] Page 6 of 11. QFFICIAL.INSPECTIQN, e . .SUBSURFACE SEWAGE DISPOSAI, SYSTEMINSPECTION F01nd PART°:C SYSTEN-7 F.ORiMAII0N Property Address: ✓ J . P� Owner: Date,of Inspection: dl firms FLOW CONDITIONS RESIDENTIAL Number of bedrooms .design. ( .. � )j— Numbe r of bedrooms(actual)... • DESIGN flow:based on.310:C R 15.203or f exam g " ( re: 1'1.0,�d x n '�f bedrooms):.. [J Number of current residents:. Does residence have a garbage grinder(yes or no):. Q Is laundry on.a separateewgeysterr (ye or no):mil•[if yes separate inspection required] Laundry.system inspected( e .or no); D Seasonal:use: (yes orno)_ Water meter readings,.if av Table(last 2 years.tisage:(gpd)): Sump.pump (yes.or no): o y Last date of occupancy:. C OM MER CIAL/IND USTRIALI�6 Type of establishment:, j Design flow(based on 10 CM•R'15.203): gpd Basis o.fdesign flow(se ats/persons/sq#,etc.) - Grease trap present(yes:or-no).: Industrial waste holding'tank present(yes or no):— Non-sanitary tivaste discharged to the-Title 5 system ;yes or no): .Water meter readings, if available: Last date of occupancAse: OTHER(describe): GENERAL INFORMATION Pumping Records Source-of information: � v Was system pumped as part of th .inspe fi (yes or r_o): If yes, volume pumped:_ gallons-,How was gLantit pumped determined? Reason.for pumping: TYPE OF SYSTEM Septic tank, distribution box,soil absorption.system Single cesspool —Overflow cesspool , _Privy. _ Shared system (yes:or no)(if yes, attach previous inspection records, if any) Innovative/Alternative technology.Attach a copy of the,current operation'and maintenance contract(to be obtained from system'owner) —,Tight tank, _Attach.a copy.of the DEP approval .Other(describe): j proximate age of all components, date installe (i.f.known)and source of information: & Were sewage odors:detected when'.ariving at the.site(.yes or no Paae 7 of 17 OFFICIAL INSPECTION FORM. —NOT FOR'VOLYINTARY ASSESSlV1ENTS 8UBSETI FACE SEWAGE DISPOSAL SSYSTEMY--1,NSPEGTT'ON''FOI2'M PART C SYSTEM.INFO—P NLkTTON.(cbntinued) Property Address: /�A Owner: Date of Inspection. 0-7 � BUILDING SEWER(locate on site plan) A/6 Depth below grade: Materials of construction:—cast,iron 40 PVC other(explain): Distance-from private water supply well ors.uction lime:... Comments(on condition'of joints;venting, evidence of leakage, etc.): SEPTIC TANK: r (locate on site plan) Depth below arade: Material of constn2ction:. �hcete_metal_fiberglass ...Polyethylene —other(explain) If tank is metal Est age:_ Is aQe.canfirmed by a Certificate of Compliance(yes'or no)`; _(attach..a copy of certificate) Dimensions: • �K b • Y Sludge depth: Distance from top of sludge to bottom of outlet tee or.baffle:. ` Scum thickness: ' 11 Distance'from top of scum:to top:of outlet tee or,baffle':. 3 �! Distance from bottom of scum to bottom of outlet tee cy baffle: J 1- How were dimensions.deterrrime.d: Comments (on pumping recommend�attons, in et and outlet tee or baffle condition, structural integrity, liquid levels s related to outlet invert, evi ence of leakage, etc.): i O GREASE TRAP (locate on site plan) Depth.below grade:_ IvTaterial of construction:. concrete. metal`fiberglass_polyethylene._other ' (explain): Dimensions: Scum thickness: Distance frorri top of scum to top of outlet tee or baffle: Distance from bottom-of scum to bottom'of outlet tee or baffle: Date oflastpumping: Comments (on' pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels. as related to outlet invert, evidence of leakage, etc.): Page 8 of 1.1 OFFICSAI;..Ii�tSPECT�"O t FO C I NOT.:FOR VOL U•NTAR�..ASSESSNIENTS SUBSURF'A:CE•SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. . SYSTEM-INFORlY1ATION(continued) h/ Property Address: Owners Date of Inspection: TIGHT or HOLDING TANK(tank must be pumped at time of irrspection)(loc.ate on,-site plan) Depth;below grade: Material of construction:_ concrete metal fiberglass_�7olyethylene other(explain),-. Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present.(yes or no):. Alarm level: Alarm in working order(yes'or no): Date of last pumping: Comments�(condition of alarm and float switches, etc.): DISTRIBUTION BOX:•Ak(if present must.be'opened)(locate on site.plan) Depth of liquid level above outlet invert:. Comments (note if box is.:Ievel and distribution-to outlets,equal;.any evidence of solids carryover, any evidence of leakage into or out of box, etc.): PUMP CHAIMBER: :_(locate on site plan): Pumps in working.order(yes or no): Alarms in working.order'(yes or no)Amber, Co���is(note,conditio; of. ump condition of pumps and appur rzances, etc.): V ii a Page 9 of 1 I OFFICIAL INSPECTION FORM.—NOT FOR. VOLUNTARY ASSESSMENTS SUBSURFACE SEWA.GE':7JIS1?OSAL"SYSTEM INSl'E'CT1ON FORM PART`C SYSTEM INFORMATION(continued) Property Address: `� '(/ ae, . Owner: Date oflnspection: SOIL ABSORPTIO_ SYST. M (SAS): (locate on site plan,excavation not required) If SAS'not located explain why: Type leaching.pits,number:, - �F/ahing chambers;.number:hing.galleries, number: leaching trenches,number, length: leaching fields,:number, dimensions: overflow cesspool; number: innovative/alternati.ve system. Type/name of technology: Comments (note condition of soil. signs of hydraulic failure,level of ponding, damp soils condition of veeet tion; etc)- : J/ CESSPOOL cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: ion: of liquid to inlet invert: Depth of solids laver: Depth of scum layer: Dimensions of cesspool: Materials of construction. Indication of. roundwater inflow .(yes or.no): . Comments (note c�ondition'of soil, signs of hydraulic ;ailure,,level of ponding, condition of vegetation, etc:): 'PRIVY //I (locate on site plan) Materials of constriction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.):. 9 y Page 1.0 of 1.1, OFFICZ.AL-1-I SPEGTION FORM-,t,NO FOR'.VOEU1'TARP ASSESSMENTS . SUBSURFACE SiWAGE'DISPOAL SYSTEM-INSPECTION FORM. )�ARTC. SY-STEM,JNFORNATION:(continued). Property Address:. Owner: Date of Inspecti.om. �1400 SKETCH OF SE-WA GE 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 1'00,feet.Locate.where public water supply enters the building. �� c�Ilvn ei P D� (A Ilan G PVC n. 3 KIP Pave 11 of l 1 OFFICIALINSP. CTION FOR_IM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISP08AL SYSTEM.INSPECTION F0RMi .PART•C SYSTEM-INFORMATION(continued) J/ Property Address: g� Owner: i/IG Date of Inspection: 7 S1TE EXAM Slope Surface water Check cellar Shallow wells Estimated.depth to ground water feet Please:indicate(check):all rhethods used to determine the high ground water elevation: Obtained frorim•system design plans on record-If checked,date of design_plan•reviewed: Observed site (abuttirig propertylobservation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with.local excavators, installers-(attach documentation) �/Accessed USGS database-explain: You must describe how you established the high ground water elevation: ® YC �r 0 l 11 Permit Number: _ Date: - Completed by: HIGH GROUND-WATER LEVEL COMPUTATION .Site Location: f GQ! Lot No. Owner: Q `j Address: Contractor: �ir/ Address: 1'"// r Notes:- STEP 1 Measure depth to water table d tonearest 1/10 ft. .............................................................................. .Date (..� month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determiner OAppropriate index well.......... .... L ........................ © Water-level range.zone ...................................................... STEP, 3 Using monthly report 'Current Water Resources Conditions determine current depth to water level for index well 71, month/year STEP 4 . Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index Well (STEP 3), and water-level zone (STEP 213) determine water-level adjustment::::..................... !^�.............................:................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water levelat site (STEP 1) .................. ..................... . .................... ........................................ Figure 13.-Reproducible computation forma �5 c� Ili i I �v G V i iV 1� -CO�',q-NTONV7EALTH OF',-UkSSACHUSETTS z/ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS. EfEPART IYIt?'� 'F ENVIMN-MENTAL PR'OTE'GTIO'1�T TO TITLE 5 ' 1 OFFICLA,t: INSPECTION:FORM—NOT FOR V O.LUNTARY ASSESSTMFEENTS SUBSURFACE SEWAG'E'JASPOSAL SYSTEM FORM. TART A CERTIFICATION / /lB A Property Address:! ,.: •� ✓C.,c....c•�• Owners Name: 619 bA� Owner's Address: . D7 Date of Insnactiori; Name�of Inspect : (please,prin Company Nam MAilins Address: 2nc `7 Telephone Number: . CERTIFICATION STATEMENT 1.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. 12 ma�PEP_ -approved system inspector pursuant to ection l5:340 of''Title S (3:10 CMR I5:000) !The sItem, Passes € Conditionally Passes. Needs Further 1 valuation`by the.Local Approving authority -> Inspector's Sig t xe: Date:. 6 d r w rn The system inspector shall submit a copy of this inspection report to the Approving Authority 113card-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 ar_d the system owner shall submit the report to the appropriate regional office-of the ' DEP.The original should be s nt to the'systern owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comment ****This report only describes conditions at the time of inspection and'under.the conditions:of use at that time.,This inspection does not nddress'how the system will perform in the future under-the same or different conditions of use. Title.5 Inspection form 6115r2000 page .1 Page:2.of 11 j OFFIC AIL INSPECTIO:Nv:FORM-NOT FOR VQLTJ'sIT- RY ASSESSMENTS SUBSURFACE SEWAGtDISPO AL S�YSTEM INSPECTION FORM PART A. CERTIFICATION (continued) W6 Property Address: owner:. Date of Inspecti°on:. Iwection�Summary: .C:he A,B',C,D or E/ALWAYS complete_ail of Section D A. ystem Passes I have not fou nd any information which.indicates that any of the failure criteria described in 3 I Q:CMR 15.303 or in 3 10 CMR- 15304 exist.Any failure criteria.not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components.as described in tae"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 folIowinc statements. if"not determined*'please explain. The septic:tank is metal;and:over 220.years old,, or. the septic tank(whether metal or not)°is structurally unsound, exIiib.its substantial infilt-ration or exfiltratiari or.iank failure is imminent:System will pass inspection.if the: existing tank is replaced with a.complying septictank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally_sound,not leaking and if a Certificate of Compliance. indicating that the tank is less than 20.years old is available: ND explain: Observation of sewage.backup or break out.or high static:water level in the distribution box due to broken or obstrucied:pipe(s)or due to a broken,settled or uneven cistribution box. System will pass inspection if(with approval`.of Board.of Health): broken pipe(s)are replaced. obstruction is>remoVied 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.approvai-of.the.Board of Health).: broken pipe(s),are replaced obstruction is:'remo e*d . ND explain: Paee 3 of 11 ` OFF.ICIAL INSPECTION FORM,- -NOT FOR VOLUNTARY ASSESSME3�ITS SItBSURFACF SEAGE;DiSPOSAY SYSTEM IiVSPECT:tON FORM PART:A CERTIFICATIONI(continued) Property.Address: � Owner;C..%, Date of Inspection: C. Further.Evaluaton is equired.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 Realth determines in accordance'with 310 CMR 15:303(1)(b) that the system is not functioning in a manner which will-protect:publ'ic health,safety and'tlie environment-.- Cesspool or'privy is.withirr 50 feet of a"surface water Cesspool or pn is within 50 feet of a bordering vegetated-wetland,or'a salt marsh 2. ,System will fail unless the Board of Health(and Public;l afer Suppler;:if any):determines that the system is functioning in a manner that.protects the public health,safety.and env.ironment: _ The.system has a septic tank and:soil absorption system (SAS)and the SASis within I00'feet of a, surface water supply or_tributary to a surface water supply: : . The system has a septic tank and'SAS and the S'AS.is withima.-Zone l'of a public water supply. The system has a septic tank.and SAS and the:SAS is..withina 50-feet of a prry ite~water supply well. The system.has a septic tank.and SAS and the SAS is.less than 100 feet.but50 feet or'more from a private water supply well". Method used to determine:distance �. "This system.passes if the well water analysis;performed at aDEP 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 thatno other failure criteria are triggered. A copy of the analysis:must be attached to this form. 3. Other: 3, Page 4 of.11 OTFICIAL INSPEC:TIO `.-FORiM—.NOT FOR VOL><:NTARY.ASSESStINIEtiTS SUBSURFAMSEWAGP DISPOSA ..,SYSTEM SPECTION FORAYS PART A CERTIFICATI01, (continued): Property.Address: ���C//v: Owner: Date of Inspection:. QQ 7 r D.. System Failure. —rite..* applicable to aUsystern You must indicate"yes"or"no"to each.-of the,followingfor'all:inspections: Yes No _ Backup of:seW,ale into;facility,or system component due to.overloaded or.cloapd SAS or.:cesspool — Dischar e7 or Ponding of effluent to the.surface of'the ound.or surface waters due to an ove. a e�' rlo d d or clogged.SAS or cesspool Static liquid,l'evetin the.distribution-box abcve..outlet.invert due to an.-overloaded-or clogged SAS.or / cesspool V1 Liquid.de'pth in.cesspool is•less.than 6"below invert or available volume is.less than %day flow Required pumping.more.•than 4-times in.the last year NOT due to clogged or-obstructed pipe(s).Number ' of times pumped _ Any portion of the..SAS,.cesspoof or privy i.s.-below high ground water elevation. Any.portion,or cesspool:or privy,is.within ICO;feet of a.surface water supply or tributary to.a.surface water.supply.; _ Any portion of a cesspool.or.privy.is withima Zone 1 of a:public well. _ Any portion of a:cesspoohor privy is within.5yfeet of a.private water supply well V Any.'Portion of a cesspool or-privy.isless than 1.00.feet but.Greater than.50:feet from a private water •supply well faith no acceptable,water quality analysis .[This system passes7 if.the,well water analysis, performed a.t:.a DEP certified laboratory,for-coliform.ba.cteria and;:volatileorga.nic.compounds indicates that the.-well is free from pollution.fro m-that.facility and the..presehce.of ammonia nitrogen and.:nitra:te nitrogen is:equal:to or less than 5 ppm,,provided that no-other failure criteria /�� are triggered..A.copy of the analysis,mus be attached to:this form.] VO (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as. described`in 310 CTMR 15.303,tfierefore,th.e system fails.The.system owner should contact the Board of Health to determine what will be necessary'to correct the failure. r E. Large:Systems: To be considered a Iarge;system the system must serve:a facility-with a design flow of 10,000--pd to.1.5,000 gpd- You must indicate either"yes" or"no"to.each of the following: (Thd following,criteria.apply to large systems in additicn.to the criteria above) yes no _ - the system is within 4.00 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—IWP,A)or a mapped Zone II of a public water supply welt. If.you have.answered".yes"to any question in Section.3 the system is considered a signifcant,threat,.or answered "yes"'in Section D'abo.ve 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. Page 5 of I OFFICIAL INSPECTION,FOR NOT FO_R -bt- NTARYASSESSIVIElNTS SU BSLTR CYST- AGE DISPOSAL-SYSTEM TNSPECT'ION FOR�Y1 P;ART°F CHECKLIST Property Address: Owner ti Date of Inspection: Is/ Check if the following haye.been done-You must indicate"yes"or"no"as to each..of the foIlowina: - Pumping:information was.provided by the owner;.occupant, or Board ofHealfh; Were any of the system components pumped out in the previous two-weeks? Has the system received normal flows in the previous two week period? ve 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 hot available note as N/A) Was the facility or dwelling inspected for signs.of°sewage back up? ` Was the site inspected for signs of break out? Were all system components, excluding the SAS,.located on site? Were the septic tank manholes uncovered; opened, and the interior of the tank inspected for the condition of the baffles ortees. material of construction, dimensions,depth•of liquid,.depth of sludaeland depth ofsc Um '' ? . Was the facility owner-(and occupants if different from owner)provided with information.on the proper maiptenance:of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been'detert iined'based on: Ye no r % 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 approxiiiiation of distance is unacceptable) [310 CMP. 15 302(3)(b)] 5 Page 6 of 11. OFFDIAL:I3VSPE.CTION,`FO.R[YII NOT' OR;VOLUNTARY:TR "ASS ESMENTS - .SU:BSURPAGE SEWA.*GE:DISPOSAL:SYSTEIM-INSP C:'IIt}N FORM. PART:C SYSTEINT NT-ORIMATION Property Address: C, r Owner:(P , , Date;of Inspection: FLOW CONDITIONS RESIDENTIAL Number of bedrooms.(.design).-.. Number.ofbedrooms(actual).:_ DESIGN flow:based on`310.CvI ' 5 03 for example. 11.0 gpd x F of bedrooms):_y6?v Number.of current residents:. Does residence have a�arbase grinder.(yes or no):&- Is laundry on.a separate sewage system}(ye or no): [if ves eparate inspection required] Laundry system inspected(y s.or no), Q Seasonal:use:(.yes or no);l� Water meter readings,.if ac a'lable(last 2 years.usage.-(gpd)):. Sump-pumpateo off (yes.or no) L Last date occupancy: COZY MERCIALIINDUSTRIAL Type of establishment:, Design flow(based'on 10 CMR•15.203): gpd Basis ofdesign flow(seats/persons/sgft,etc.):.- .. „ Grease trap present(yes:orno); Industrial waste holding'ta.nk.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: 0 Was system pumped'as part ofth jnspe f• n'.(yes or n : If yes,volume pumped:_ gallons—How was quantity pumped determined? Reason.for pumpinC: TYX OF SYSTEM t/Septic lank, distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy _ Shared system (yes;or no)(if yes, attach previous inspection records, if any) _ _Inno.vative/Alternative technol.oCy.Attach a copy of the.current operation and maintenance contract(to be obtained from system.owner) _Tight tank. _Aitac:h.a copyof the DEP approval. _.Other.(describe): roximate age.of all con;rp nents, date ' tailedif known)-and ource of information: Were sewage odors:detected when'.arriving at the site(.yes or no)' r Paae 7 of I I OFFICIAL INSPECTION FORIM—NOT FOR'VOLUNTARY ASSESSMENTS UBSLTRliA CE SE'�VA E DISPOSAL SAS TEM I?�1SPECT -,QN FORM: • PART:C SYSTEM:INFO:RMATIO7 (continued) Property Address: Owner. Date bf Inspection: BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction:_cast iron _40 PVC_other(explain): Distance-from private water supply well or.suction line:.... Comments (on condition'ofj bin ts, veriting, evidence ofleakage, etc.): SEPTIC TANK: 1/ (locate'on site plan) Depth below grade: Material of construction:. concrete;metal_fiberglass_�glyethylene' -—other(explain) If tank is metal list age:_ .Is age confu-rred by a Certificate of Compliance(yes or n'o)':; _(attach..a copy of -certificate) �r� Dimensions: 10.S A C� X 1!5- Sludge depth: Q/1 Distance from top of sludge 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 bottom' f outlet tee-or.baffle: ^^�� How were dimensions determined: 0 Comments(on pumping recomriieng tions,Inlet and outlet tee or baffle condition,,structdial integrity, liquid-levels related to outlet invert, ence of leakage; etc:): " j� GREASE TRAPA locate on site plan} Depth below grade: Material of construction:_concrete metal_fiberglass_polyethylene._other ` (explain): Dimensions: Scum thickness: Distance from top of scurn_to top of outlet tee or baffle: Distance from bottom of scum to bottom'of outlet tee oi•baffle: Date oflast.ppfming: Comments(ori.pumping recommendations; inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Page 8 of I.1 OF FI TAI..INSPECTIOlti FO' - �: .FC3R �OLUN I° .ASSESS IEI�iTS SUBSURFACE-SE DISPOSAL. SM YSTEt�FSFCTIC��tCRiY1 PART C- S:YSTEMINFOPWATION(continued) Property Address:/- - r Own er: = ' Date of Inspection: eAg �-� TIGHT or HOLDING TA 1`iK:'ALO(tank must-be pumped at time of inspection)(locate.on.site plan) Depth belowgrade: Material of construction:_ concrete metal fbergIass_polyethylene other(explain)-. Dimensions: Capacity: gallons Design Flow: gallons/day Alain prosent.(yes or no):._ Alarm level: Alarm in working order(yes'or no): Date of last pumping: _ Comm ents�(condition of alarm and float.switches,etc.): DISTRIBUTION BOX: f. resent must.be o ened locate on site plan)_ ( P P . )( ) oil, i� .. P Depth of Iiquid Ievei above outlet invert: Comments(note:if box is:'level and distribution-to outlets. uaI.a�nce of solids c ,over an evidence of. y � y . cage to or ou of box; e ): PUMP CHAMBER(Iocate on site plan): Pumps in working.order(yes of no): Alarms in working.order(yes or no):. Comments (note:condition of.pump chamber, c'onditl-orL of pumps and appurtenances, etc.): r Page 9 of I I OFFICIAL'INSPECTION FOR:.t`✓I.—NOT.FOR VOLUNTARY.ASSESSiVIENTS SUBSURYACE�SEV AGE'.DISPOSA:L.SYSTEM I?vSPECTIONFORN1 PART C SYSTEM!NFORNI—ATION(continued) Property Address: �� (.c e �G .Awe— owner:(L? Date of Inspection: SOIL ABSORPTION SYSTE_ _ (SAS): (locate on site plan,excavation not required) If SAS'not located explain why: Type leaching pits,number:, leaching chambers,number: leaching.galleries,.-number: leaching-trenches number. Ie bth: ]eachin-flelds;,nunber, dimensions: overflow cesspool;number: innovative/alternative system. Type/name of technology: Comments (note condition of soil. signs of hydraulic.failure;level of ponding, damp soil; condition of vegetation, etc.): I R CESSPOOLJ)VO (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth'-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of,groundwater inflow(yes or.no): Comments (note condition-of soil, signs of hydraulic failure,.level of.ponding, condition of vegetation, etc:): PRIVY:I (locate oil site plan) Materials of construction: Dimensions: Depth ofsolids: Comments (note condition of soil, signs of hydraulic failure, Ievel of ponding, condition of vegetation, etc.): 9 Page 1.0 of 1.1;.. OFFICIAL I.1 SPEGTI,O�I=FORiYS;=,RIOT FOR-.VOLUTINT.ARY A�.SESSNIENT.S.. SUBSUFACE SEW- AGE.-DISPOSAL SYSTEM INSPECTION FOR'Y.I. PART,C- SYSTEIYt:ZI`.t.F_ORUVIATION(continued). Property Addiess.. � / Owner: _ Date ofInspecti.on::. �e)007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the;sewage disposal system including ties to at Ieast two permanent reference landmarks or benchmarks.Locate all`we.11s within 1-00 feet.Locatz.where public water supply enters the building. 1 ,10 oloo J° ink �a O 3 q f 1 N6 f C -.-----.-__---- Page 11 of 1 I OFFICIAL ITNTSPECTION FORM —NOT FOR'VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE,DISPOSAL SYSTEM.INSPECTION'FORM, ' SYSTEM-INFORMATION(continued) Property Address: 119 �lxla .�- Owner: , Date of Inspection: SITE E KAttil Slope Surface water Check cellar Shallow wells Estimated' epth to'ground tivater feet , ' ° 1 Please.1ndicate(check):all methods used'to determine the high ground water elevation: Obtained Eorirsystzm design plans on record-If checked, date of design plan'reviewed: Observed site(abutting propertykobservation'hole within 150 feet of SAS) Checked with Focal Board of Health-explain: Checked with.local excavators..installers-(attach documentation) Accessed USGS database-e)tnlain: You must describe how you established the high ground water elevation: ,�J hilw/®✓-• . 11 i • . 1 Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: l< � ��' � Lot No. Owner`. Address: y Contractor: Gt/ Address: Notes: STEP 1 Measure depth to water table to nearest 1/10 ft. ....................................... ........................................ .Date rnonth/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: (A) Appropriate index well................ 1.:.. ................ T © Water-level range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to, -7 �water level for index well ........................... �/ 7 month/year STEP 4 . Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) y determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water level at site (STEP 1) ................... f Figure 13.--Reproducible computation form. 15 TJ �� `t y� � 1 21 1 i TOWN OF BARNSTABLE ( �+� _} q LOGA1 IOty .` , I �C�l nr D l/1= . SEWAGE # 9 `VILLAGE tFMrJAJ J PO AZ ASSESSOR'S MAP& LOT?1L INSTALLER'S NAME&PHONE NO. �/=?0 FL i^i 0' 3�g)•��pZ -��C 9� SEPTIC TANK CAPACITY /00 0 C q e- . LEACHING FACILTTY: (type) C-'f��.�.t Ys (d (size)) , NO._OFBEDROOMS / ( OXi�.��, +(t'g�v,?Xa') BUILDER OR OWNER E&Ne_ D42C.iivLZQ A) PERMITDATE: '7 '/ - 90 COMPLIANCE DATE: '2 I o Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of LeachingTacility do Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Nfli4 Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by V,C_rot 1 N a- 27�s�q.�c� Tv Tdc a o w � r ' r u i� .:.... ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE — Applirtatilan for Diupuual Works Tonutrnrttun ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System t ds ---- ��R._...L t15No. - ....l .. �... � ? 1-1... . i � r _.. 0.. ............... Owner Addr a --------- -�% J�l Q...--- l- - --------------------- ----- .. . ............ Installer Ad r�ess UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms------------------------ --___-__--Expansion Attic ( ) Garbage Grinder (w Other—Type of Building . _fg. 1........ No. of persons-...•_______________________ Showers ( ) — Cafeteria ( ) Pa Other fixtures -------------------------------- . w Design Flow............11P......................gallons per person pq day. Total daily flow........// ......_.__ ._........__gallons. WSeptic Tank—Liquid capacity.1 allons Length...... ...... Width...... ....._ Diameter---------------- Depth.../;Z, x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter......:............. Depth below inlet---3.a._3----- Total leaching area... ft. Z Other Distribution box ( ) Dosing-tank '—' Percolation Test Resu� Performed b ____ ..� !1_._ / " Date... a Y �f---------•----••• ..a Test Pit No. 1________________minutes per inch Depth of Test Pit.... Depth to ground water-___ _.�____. IX Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a -------------- -- O Description of Soil-----J` f ............. -------------------------•-•-----------------.--•---•-•--•--....-------- x c., w VNature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ .....................=--------------•--••-------------------------------------------........----------------------------------------•----------------.................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environment I Code—The undersigned further agrees not to place t e system in operation until a Certificate of Compliant s been is e b d of health. Signe - -- 3 9® --- - --�.... ................................................ .. ./Xv Application Approved BY �......-` . . ----------------- - e Application Disapproved for the following reasons- - ------------------------------------------- ------------- .......... .----------------...........----....... ............................................. . -- ----------------------- =-------------------------------------------------------------- -- ..----------------.- - �o Dat Permit No. Issued . / - .............. - ,, ..ter • .. /� DVS No.... v/ ti Fss.. / 1 THE COMtAC'.Wi VEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE A#pUration for Uiipniitt1 Workii Tonstrnrtion jhrmit , Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ------Lo tion- dress or Lot No. .� -� _I-/l/ caner _.: ..6 /I 0- S ddW°//--/.1..:. .............. Installer Address Pq d Type of Building Size Lot............................Sq. feet U Dwelling No. of Bedrooms................................ Ex ansion Attic O g— _.____... p ( ) Garbage Grinder (�) a- Other—Type of Building .......... No. of persons----•_______________________ Showers ( ) — Cafeteria ( ) 0 1 Other fixtures ---------------------•--------------------------------.•-••--••------•----•--•-----•••-•--••••-••......-••••-•-•••-......•-•••-- w Design Flow............ ......................gallons per person per day. Total daily flow--------ZZM12__...............................gallons. WSeptic Tank—Liquid capacity_OlOtgallons Length._.._7-__.'.. Width------ ... Diameter---------------- Depth... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No____________________ Diameter-------------------- Depth below inlet.__23•-.3.... Total leaching area---/./�.P--sq. ft`. Z Other Distribution box ( ) Dosing tank '-' Percolation Test Resume Performed _ Date---- Test Pit No. 1.... .._..minutes per inch Depth of Test Pit----15_.D_....... Depth to ground water..__/1-/,4A__-. fTol Test Pit No. 2................minutes per inch Depth of Test Pit------------_....... Depth to ground water-.-____________------__. --•------ ------ --- - �A O Description of Soil._-_-J`--S?..?.....&2 f ..............!!_ '......_ ---------------------------------------............................................... �., .................•••-••----.... w -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------------------------------------------------- ---------------------------------------•--------------------------------------------._.........------------------------------------------------------===----------------------•------............................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmen� Code—The undersigned further agrees not to place the system in operation until a Certificate of.Complianc as been issue b `board of health. Signed....... " �3 !� = "' 7 O Dare Application Approved BY :..- ` ` d--------- 1 / o---------------------- --- Application Disapproved for the following reaso s(!57-'-------------_..... '...--..------..--------..----_---------------- - - - 7 �q Dare ---- Permit N ------- Issued ------------ --- r ..----------- - THE COMMONWEALTH OF MASS SACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE r (ITex#tftc x#e of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by .� �1- . ?. .S-------------------------------------- - Insmller ' S- ---- ---------------- -7 .. ... ...............................................— at l has been installed in accordance with the provisions of TITLI! 5 of The State Environmental Co/de as d&_gibed in the application for Disposal Works Construction Permit No. -----4 p dated x' ---------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED'AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ` -� w ! ....... Inspector ............ ...------------------------------------------------------- DATE------------------ -----t...'.------------......,...-v--------------------- ----------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ����� TOWN OF BARNSTABLE • Nod.� :----..- FEE-.•-.•................ iopasal Varkii Tnnitrurtion rrntit y,g , --- . ................ .-�' --------------------------------••-•. Permission is hereby ranted ....1 �C e) A to Construct ( ) or Repair ( ) an Individual SewaAIA ge Disposal System ,1 / Street / /' as shown on the application for Disposal Works Construction Permit N'�/�. !_ Dated.... !_....�h�........ �Jl /l �0_, �=--f-� �,�......................................... ?r) Board,of Health DATE........... -------------------------------------------- FORM 36508 HOBBS IN WARREN,INC..PUBLISHERS _, ,., ,'• TOWN OF BARNSTABLE LOCknON 1 9 �a-o A AJ E7 SEWAGE # 'I.' y l VILLAGE ASSESSOR'S ASSESSOR'S MAP Q LOT {�-dad INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY 1500 LEACHING FACILITY:(type) GoM E.0 L (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER V\�mc-v\n DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: z I VARIANCE GRANTED: Yes No 1 i �CL �• �jf /v y� �6. E. �r a � �\ 1� f � , APPMMD ..00.0talb....... THE COMMONWEALTH OF MASSACHUSETTS S J,��� OARD OF HEALTH 0,Y� Q �S�=t��z _ TOWN OF BARNSTABLE Appliration for Disposal Iforks Tonstrurtinn rrutit Application is hereby made for a Permit to Construct ( x) or Repair ( ) an Individual Sewage Disposal System at: 119 Island --- Ave. Hyannisport Assessors ap265_ ot 18................................................1 -•---------------. ...................... -•------- Location-Address or t Klaus' Brinkman One Cantiaque Rd , VlesNt�ury, N. Y. 11590 �...._....—Owner r s Installer Address `4 Type of Building Size Lot_•_33�977-------------Sq. feet U 4 Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage g Grinder ( ) Other—T e of Building No. of persons___________________________ Showers — Cafeteria Of 6r fixtures -•---•--------•-•-------------•--•- W Design Flow...................:........................gallons per per day. Total daily flow..440 gallons. 1:4 Septic Tank 1-1 Lieu}d.ca ne 1500---gallons B,Length...._il_..._.. WidtY�bY.6..__.... Diameter--------------- Depth-_5'8° Disposal ��etfc s 2V-o..........4._-_-_-- Width.................... Total Length..................... Total leaching area...345------------sq. ft. Seepage Pit No--------------------- Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (x ) Dosing tank ( ) R Wilcox See Permit 90-319 10125 89 Percolation Test Results Performed by •.. -• •....... --•••- .....••• •-------... Date ---/.9---------------••---- `�a Test Pit No. 1....... _______minutes per inch Depth of Test pit.......1..�......_. Depth to ground water_.none found Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------•-------------------------...---•---•--•---•------------•--.........--------------•---........--•--------..........•. 0 Description of x Soil.......0'-2' top and__subsoi l., 2'-13'_medium sand. ..... -- U ---------------- W ------------------------------------------------------•-----------------------•---------------••------•------------------------•--------------------------------------•---------------------------•--- UNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the. State Environmental e—The un e -further agrees not to place the system in operation until a Certificate of Compli een issue t alth. �Signed----- .�. . --- ----- ----' --... - ----- -------------- --------- --- ------ ------------- ---------------------------------------- Date ApplicationApproved BY ------------� ------------------------------------------------------------------------- ....... .� . re Application Disapproved for the following reasons: ---------------...........................................-------------------------_---------------------- - ---------------------------------------------------------------------------------------------------------------------------------------------------------- ........................................ -----------------...................... Date - Permit No. ...........1.... - / Issued ---------- I � Date No .. FEB.�� J .... " THE COMMONWEALTH OF MASSACHUSETTS ` BOARD OF HEALTH - �, -�5�� ..°� TOWN OF BARNSTABLE / Appl ration for Dispuual iforks Tonotrudiou 1hruat Application is hereby made for a Permit to Construct ( x) or Repair ( ) an Individual Sewage Disposal System at: 119 Island Ave. Hyannisport �. Assessors Map 265 Lot 18-1 ----_--_--__•---------------------------- -........................................ ............----...•. - --- ------•........•--•-----._.........----..........•. Klaus Brinfjwn Location-Address One Cantiague Rd. ,r wets jury, N. Y. 11590 ......................._--_..................................................................... -----•------•----------------•------------- _...... ....___••__. A /C �J Owner ------ ---- Addres9� ....••------------•.................•------.....--------.----------.......--•--- ....... I _�. t c C __ Installer - aa Aaaress 33,977 Type of Building 4 Size Lot••_•________________ _____Sq. feet Dwelling—No. of Bedrooms............................................ Attic ( ) Garbage Grinder ( ) `4 Other—Type of Building . No. of persons_n........................ Showers ( ) — Cafeteria ( ) Q' lxv 44U a Design Flow.Other fixtures _-g............. 1, .._.._... ��..... W 1500 gallons.per persuh perday. Total daily flow...........................................•gallons. W Septic Ta s.�l )iL14U'I�d'.capacity11 ------------gallons 8ILength-•••-------•--•• Widths,--- ••-•---- 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 (x ) Dosing tank ( )., `-' Percolation Test Results Performed by...............................................o Icox Seee Permit 90-319 10/25/89 . . . Date---------------•---none � � 2l�p------------ - -- - none Pit No. 1....•--•........minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water•--_•______-••_•-------. WI_ ....... ....... .... ............�L. Y ..__.........._..__._._.......______........_._..______....._..._....._______...............____...._. Description of Soil _C: tOp and SUbSoI i; L 13.medium sand. ----•-----------• --------•••-•-------------•---.••----------•---•--------------------••-••-•-••-------------•_.. x_ 1 U ....-•-•--•-•---••-••-•-••--•-•-------------------------------••---.....-••••------------•--••-•-•••._...---------•-•---•--••-•--..r...•-----------•--•------------------------...........-••---•-•---•. w -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... •--------------------•-•----•-------•---•-------------------------------------------.....-•----------...._...---••-•••--••-• ------------------------------------- ------•--------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environment —The under-signed-further agrees not to place the system in operation until a Certificate of Compliance has been issue sb cheboa�rd of�;�ealth. Signed . . -- ��c`L.w..(, ------------- ----------------------------- ------ Date Application Approved BY �- ....... ._zw ------� L1........................................................................ pc� FSaie T Application Disapproved for the ollowing reasons- -----------------------------------------.....................................................------------------------------------- � ` Date Permit No. --------- Issued y Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C9er#i£iett#e of i(90mylianre THIS IS TO CERTI Y, That the IndividuahSewa�g Dispps'al Systte cdnstrucred or Repai.€ed ( ) x by (-/---... -r- © .. .,-G,�,:r--- -fir.....� ------....-- ' �.---..----- -re 119 Squaw Island Avenue, Hyannisport at ----------------------------- ------------- ---- .......................... ......... 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'.'�.... tt.��p..... .�------------- dated ...............-.........----.--...--.--........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL ,FUNCTION©SATISFACTORY. `"���.,� DATE -�/- ►.-....`---f--�----------------------------------- Inspector = -------- - ------- -------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No... r� �. �/.. FEE.... .... Roposal Vorku Tons#.rudion f rrutit Permissionis hereby granted............................................................................................................................................... to Constructs(c )aEorlRgpairA�,ent),anl�Undjysdual- Sewage Disposal System atNo..................-------------................................................................................................................................................................ Street as shown on the application for Disposal Works Construction Permit No...9ao.U.1.... Dated.......................................... ............................• =-r�- -------------•----•--••-------... -------•----•----- B - r V oard of Health DATE----------•• -•.................................. 1' FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS I ICI 4 2 A6 A7 A6 2 I "t 1 A 72 I I A6 ------------ - ------- �Fl— - -- - - - - - - - - - - - - _E] DECK 3 Ii It II I J / ' Al2 I 4 - - -- II I- --- - - ' I I I I I I LIBRARY tts I I III = II r---------7 ,-------- ----------Ii--------- � O I I I I - II I I I I I I I I - 108 ill i ` I I I I DINING ; o I I DINING ROOM toy PORCH — — ———— — —— — —; m W 0 I I I � 11s I y i - - ---- - - - -i I 7 I I ---- --- ----- - - -- --- - I `i` LIVING ROOM tos H B t HALL ttt -------- I I 18 I FOYER tos I I }`----- --- ---�I I I „a I III I L---------JL'-------------------I '----------I ' ---_—_-- — ---- I I I KITCHEN too GALLERY toe I I I L � ,z2 BEDROOM tts I TERRACE to7 so I I I .. % - - — - - - —'-- ------ - - - - - - - POWDER RO — - - ----- —— — — — — — — r 121 I I I I p I a O D. 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I.e/Pi LE 0rr(to51 z ATnc Joan""' I'L{`C:DE P�L?E-S •% �_(;OrJGa:Lc4c Q1°G£tP„i rL.p[4 w"yJ - �oPi - p 11,�*vl Ex4D�LIH1rA'£r}s�A W w< e- SJe TIhRa,.$at:1 Q . 11 II CENTERLINE v a� CIRCUR BREutER BOX µ I I II DSHEM WALLa- 1 I II f IFLA s l < 4 1 II IMERIOR STUDS TO Y a 1 ALLOW CIRCUIT TBRIEME II OF CTO CO R DIMTt) ✓l rtL✓ U li G.C..To cooamNATEIATE{ i I f L,Uyy � �d I II CIRCUIT BREAKER BOX- //��,y r all II (SOUTH)SSIG CONTINUOUS V�V ISSOR TR I II PLYWOOD ON NORTH SIDE, I II HEIGMT.B.D.BY /I ——— I II CO—CTOX I II p \\ V .p ,cy.� 1 14.--CASED OPENING EX—NG RARER$ �f ly A p\\. rqP < \aL \\•`\� $ err 3 I II NEW DOUBLE ATTC JOISTS '�/ I II TOP OF EXISTING I II FLOOR JOISTS BELOW HIDER BEAM II II EXISTING CONTINUOUS HEADER BE- 1207.00 NEW HEADER OPEN NG /, �BGPE,M CN�ASSOC..M STRUCTURAL SHEATHING- SEE SHEAR WALL SCHEDULE �—STEEL BEAN � EXISTING TRUSS REINFORCEMENT / PROVIDE SOLID BLOCKING AT ALL S scALE:1- Ta- iPANEL EDGES&NAIL PER NAILING SCHEDULE n INTERIOR SHEAR WALL FRAMING / MIN.(3) 2X_FULL LENGTH STUDS - AT EACH END OF SHEAR PANEL - I Sr�Ni wqw r31 Fol✓S.r6d aq��, NEW SIMPSON HOLD DOWNS I 1 EACH CORNER W/THREADED ROD (�m,ol✓S i----- - � _ SnIN�. L L ..y_._ &ADHESIVE.SEE HOLD DOWN cz t4tP[ENO g<Nr .._✓- J-- SCHEDULE FOR SIZE.TYPE AND EMBEDMENT C) o el ° { ,. 5, 1 O - ErrPt.a_L,rMn WB { ! _.:F__ _)__ / SOLID BLOCKING BELOW END STUDS - :+ � �- ly 1 T14PCb Fwa25o,�'BEL.P✓5r;k'c wEu - '- U 3 . { S�Z �;1r1 fuaaarsnrslwnLL - _. N Aso d,t lAE BAhN- !_ { I I 4ArlYr S7JD wALL,4�P;YWO'O P _n w�4X38 cz THREADED ROD W/4-X4-XI/4-PLATE WASHER 2 I U < Y r I r 1 ; •%srI�>rtwElt3 I zXc Nrocr2 MrF:re3✓/JwaaE t »xbo FATrcxs�c:r@zY b c _! W;W83ff1 _ n INTERIOR SHEAR WALL ELEVATION J SCALE:1/2' 1-0' NG RAFTERS SCHEDULE Ex n ...I t__ SIMPSON HOLD DOWN ANCHOR ADHESIVE MW.EMBEDMENT EXISTING CONTNUOUS HEADER BEM( A� iUr&Hc,•Ala-c 1J,I '- ('{dU Jr'vFQi L5 sfg'�T,�aErT�ep�CQ NJp N�� I , army IZ P Ii J _ _ SHEATHING NAILS NAIL SPACING (y)s/y tNAErOw n ORµ'cPanJ .,.. PR VOE v Pgt»o[iRk✓F:c __ _ Sf$r'I+.r'UFOOD Ipd �AtA}or) EDGES FIELD / SCHEDULE SHEATHING-SEE SHEAR WALL ` �8 - ' i(yN k-Fr L rrLL hf ourJD ' `I N Nr u IsP rroAva+ vir- / /J / PANEL EDGES&HALTER NAILING SCHEDULE / PROVIDE SOLID BLOCKING AT ALL J �r-0 B£ ✓6AN0£.i. _ SC-11/ c- ID,+ w 1 (LOOK(G O THI INTERIOR SHEAR WALL DETAIL // / DATE 2 SCALE:1 r-o- / MIN.(3) 2X_FULL LENGTH STUDS AT EACH END OF SHEAR PANEL REVISIONS: 0 j I NEW SIMPSON HOLD DOWNS EACH CORNER W/THREADED ROD &ADHESIVE. SEE HOLD DOWN I I 1 � 1' f Ir � yP TOP OFEXISITNGSUBROOR / / SCHEDULE FOR SIZE,TYPE AND EMBEDMENT ' '� �! '� I __�- ----- SOLID BLOCKING BELOW END STUDS T`- [ °c r1.,r i 2Xr J„,I t "+rt,rE� -('ARALLLL V 9dPR_WA4 /'L�Ei+r'" .. / - 1 1 I. Na''-�v)h A'' oP oro.fa.T UNnLLVEREo {I II FLOOR JOISTS(EXtSFrfr6� STEEL DECK BEAM _:\�___ —_ - _ - K,/ --_-'� +yAu ui i III I 'F TOP OF WI4 ne WIG(NO THREADED ROD W/ WASHER - y 1 GN FLOOR .. _ f,- % C7FK47 OfxB'"-4M [ -I f ra .�Il y 1 �..Baf P rsTEEL eEAM BEAM 1 'T_ .__ -._. ^- 7 1• _ _ _.-.-.-._.-_-.- Ly vJV00 SreAR WALL W,7GPI�SYUP1 J QELOr/S140&wALL PjJp w aT s CbYl SrmtoJ ! cTXran 6 Dr y ,r4 , S STRDErAI SA TVJL G�rE - - - �w W,;, t- XBB EXTERIOR (SOUTH)SHEAR WALL ELEVATION 1 ! I- r ! BOTrom or wf scALE�fn-. ,.-D. I SCHEDULE q 'LA I 1 - c - t y PERMIT SET I , 1 -i f IZ" 4 P 'K I '_ SIMPSON HOLD DOWN ANCHOR ADHESIVE ( MIN. EMBEDMENT -I I I+ 1 B 1 C c'a"r-wc w w•ti sx ,D fiDU S-SDS Z� ISIB'�nt26RQfA Roo NIA I NIA r' �- I f I SHEATHING NAILS NAIL SPACING EXISTING FOUNDAnON' CAMILEVERED CHANNEL AT PIER CANTILEVERED CHANNEL AT PIER STEEL BEAM AT SOUTH WALL ILOOKINc SOUFHI (LOOKING E45T1 (LOOKING SOLIDI) (LOOKING EAST( 51g ('L�N+aDO EDGES FlELD •O n EXTERIOR (SOUTH)SHEAR WALL DETAILS D.a 2 D.C. I uuE:r r-o- e XrEitroP� ! MANHOLE COVER BROUGHT TO FINISH GRADE NO. OF OUTLETS: 9 H-20 Revisions: 30. NOS MIN. 2X SLOPE OVER DATE DESCRIPTION SOIL TEST PIT DATA f 1, W i)DISTRIBUTION BOX TO WITHSTAND H-10 17N/SH GRADE LEACHING FACILITY LOADING UNLESS UNDER PAVEMENT. DRIVES 10' -� 6• OR TRAVELED WAYS WHEREBY H-20 LOADING 4,. INDICATES INDICATES OBSERVED r , SHALL APPLY. LAYER OF VIC2 , • • ,r r r • NE Hyannlsport 3-24-92 DELETE IhbOLIEIV DECK PERC GROUNDWATER r - , ' I 30• 2)PROVIDE INLET TEE AS SHOWN WHERE i` AND WALKWAY,RETAINING TFE /� WALL GRADING TEST OOR IN UMPED SYS S 0.0>! FT --- 3 4'-1 1 ( tP&�Tl ,/ /7 I R�,�SED WATER LINE •43)FIRST Two FEET OF PIPE OUT OF THE (END SECT1Ol WASHED � I�"�TP N0. 1 TP NO. - PRECAST, STEEL - 1 -8 6-1" DISTRIBUTION Box TO BE LAID LEVEL.GRD. EL 14.6 GIRD. EL REINFORCED 5- r 5=f• PLAN VIEW 4)RECOMMENDED MANUFACTURER- y I I 4. STAVE I I 3' 3 1%1 GW. EL. No Water GW. EL SEPTIC TANK 4-90 INLET 4'-O• MIN. OUTLET •, ROTUNDO OR APPROVED EQUAL I I a,` ( I TEE LIQUID DEPTH TEE • I I 2' --4'-�I �2. '�ur�Et ° ° _ L------� Al, <1��� Islard Top - -------� ., ' r' 3 S DIA INLET r-----i 20 � � Iond..A`b I ( 6 MIN. 3/4 TO 1-1/2 STONE REMOVEJIBLE OVER Hill Subsoil 1 ---- IL r r { : 4 " PRO DE) � I CENTER I CROSS SEC110N 2 2 24 DIA. MANHOLE COVER BOTTOM •ON LEVEL STABLE BA : :P s' �- •., WATERTIGHT I - I N.T.S. 12.1 •• ne- �. . V e • •• . JOIN1s (m') I - I 4 3 3 PLAN VIEW a INLET S 4 4 S CROSS SECTION VIEW 20• 2 4" OUTLET I4 I 2' i...-SECVD& NOTE I '8 References: L�L_ r: 6" --J .yLr Land Court Certificate 117370 5 Medium 5 1) SEPTIC TANK TO WITHSTAND H-10 LOADING 3) INLET AND OUTLET TEES TO BE CAST IRON, •, •. ,, Sand UNLESS UNDER PAVEMENT, DRIVES, Oil TRAVELED SCHEDULE 40 PVC OR CAST-IN-PLACE CONCRETE. BOTTOM ON : • I•�-- 4'-�I Land Court Plan 20487A 6SHALL •'.. LEVEL. STABLE o ' • 6 WAYS, WHERE BY H-20 LOADING SHA L APPLY. TEES TO BE CENTERED UNDER MANHOLE COVER. 4 BASE 8' Plan For The Estate Of Frank 7 2 ALL PIPE CONNECTIONS AND CONCRETE CON- CROSS SECTION VIEW 6" MIN. 3/4' TO Darlington, Prepared By Robin Wilcox 7 ) 1-1/2o STONE Assessors Man 265 Parcel 18-1 Dated 12-7-89 Revised 5-11-90. STRUCTTON TO BE WATERTIGHT. LEACHING GALLEY DETAIL 8 g Plan Approved For Installation Of SEPTIC TANK DETAIL N 0. OF GALLONS: 1,500 H-20 DISTRIBUTION BOX DETAIL T A I L NOT TO SCALE LOCUS MAP Sep tic System For Beach House 9 g NOT TO SCALE NOT TO SCALE SCALE: 1"=2083' Permit 190-319. 10 10 DESIGN ANALYSIS 12 11 \ - \ Assessor's Mao 265 Parcel 1 T D+ SIGN FLOW: 1.6 12 l: Kennedy, Joan B. No Water �` I Be�drpor_n At 110 GPD = 440 GPD Zone RF- 1 - 4' F iqh `7torkade Fen re DATE: 10_25_89 DATE: ` Setback Requirements: Reference Septic p D WATER [1ME Front .SG` 77 ` Side 15' Project Title: TESTBY: permit #90-319 TESTBY: r,.� nrro Approx. . L c CA O l Gfle)V ,,.�. SE-PTIC TANK REQUIREMENTS: '�P"°" Locatiat of 2 cer/°y. Flood Zone C' flood Zone VI Rear �5 WITNESSED BY: WITNESSED BY- \� 2b - \� w/rxY occat n Of D Box F' Nigh Stuckadt Fence To Be Removed (J" GPD X 1. T = 660 Gal. Irs FI• 22 Lisa 1500 Gal. Tank n9) Existin Privet Hed To Remain ' 1P. Lander Railroad � ' 9 9e SOKe *-J - -u_ - -- -- -- - t , PERC RATE: PERC RATE: ours J W W 22,5 111,E r �� i' Brin lam an n � � � . �rrt- d MIN./INCH MIN./INCH - _ 22.5 Wyk d a 1 \� Residen c e \ TPN0. TPN0. ' 8� \ U l`�CHING FACILITY REQUIREMENTS: GRD. EL GRD. EL P 4779 lslcnd Ave °� Z r � GW. EL a .. GW EL � � � • • • .' - _ _ - � ` ,,� � � " 1.40 GPD 0 - - Q 01:1- d oo '�� --r $ m \ Fased On Perc < 2 Min./1nd1 Use a n n r 11 •p �iOra se� 1 r- i a in y a s 0 H s t 1 1 \a l:tility c �- a �� ro �,'idewall Infiltration Of 2.5 Gals/SF Approx Location Of Existing Uta/tlwt W/Guy r `;h ar q 4 J `` Barnstable t3 \ k 1 2 z E.ottom Infiltration Of 1.0 Gals. SF 2 7frs. An To 9. Relocated To Proposed �:4.\"Il Ce � , _.__- � _ ' 10 3 3 Dwallh¢ �\ m ��\ Plan ZZ•5 Z+ r- - Ma. 4 �. o\ 3. IantA� s 1�• Ik 4 L \ � 2 �P �� g �� w �, 0wr Area 5 �� 5 � �� ;3• w%� star. � . y� � �opo � ,� „ 6 6 \ �(p ` earnkt From coos .` Q Ppwailin 5•0' c 1� \ �� 5 i �� s2 \ LEACHING FACILITY PROVIDED Ej*tthg Wytergots \ a F. 1,tira ! I I # - 4' x 4' Galleys W 2' Stone 7 2 Stoo / � (� (TO BE REA10VED) � � „ . _ ride: 3.3' 20'+20'+8'+8'x2.5Ga( SF=462 GPD J 8 8 ` o wood Frame c 1 h \ / \ 2u a i nwelltr4 - � � `� Bottom:20' x d' x 1.0 GOI/SF = 180 GPD a ?u 4"mac se Total Leaching Provided = 622 GPD 19 \ , _3 11 11 prop Gd- O 'c ^ \ t S-rpd�ink io C i NOTES PREPARED FOR: 12 12 9 Outlet Proposed Loochhg Cold► Barlf Ex/sting a 1.) Property Lines Shown Hereon Were Compiled DATE DATE: Rim D.-21. _ From A Plan Recorded /n the Barnstable County 600 GAL W/2 Stone ,.,. T - Reach`h��s� ' y Klaus Brinkman n ,�,'_ 9 On �'llr� ,� � Registry Of Deeds On Land Court Plan 204$7A TESTBY: TESTBY: \ And Do Not Represent An Actual Survey On The Ground. t 16 :3 2.) Elevk7tions Are Based On N.G. V.D. WITNESSED BY: WITNESSED BY: \ ,� ' r- " Pressure LAro 6,Test Pit ExIsti,g septic 3.) Unle;s Otherwise Note4 All Construction Methods From PUPV Chmnber To Be ��urnp T�'k - - Q- And Materda/s Shall Conform To Title V Of The State R. \ T A a►l ed Environmental Code And Any Applicable Local Regu- PERC RATE: PERC RATE: \ Lotions. 4.) Precast Concrete Septic Tank, D-Box And Leaching \ \ � Facility �-,� Withstand H-20 Loading. -- MIN./INCH MIN./INCH Fd9t\ �I rorel Privevov - - - - - - _ �an� - - - - c.rete y g• a r�etvininq Wo' 5.,1 Al! i r; in 77te System Shnil Be Schedud* 40 Or Equo, \ 1 Assessors Mov 265 Parcel 18-2 6.) No 0eld Modifications To The Sewage Disposal r �� asr ` \ \.1 Darlington, Fronk a System .Shall Be Made Wr'thout Prior WFdtten Approval A.M. Wilson P.JCUY ; \ ` Of The iungineer And The Local Board Of Health. Associates cmr y j 7.) This .System Is Not Designed For A Garbage Inc. FN0' o y/ INVERT ELEVATIONS Disposal Unit.�. L pQ, 10it,. F 8.) Locction Of Existing UtNties Are Approximate Only o'A a` 0 And Are To Be Verified In The Fleld By The Contractor Prior To Construction. 911 W* Street ,(j•;� l,v 4" INVERT AT BUILDING 19.58 9.) Impervious Material Shall Be Removed For 10 le In /ILIA 02655 Legen All Directions Of The Leaching Galleys And Replaced 50&-428-14M With Clean Coarse Sand. Fx1,•'r �'ontours 4" INVERT AT SEPTIC TANK (IN) 19.44 Proposed Contours 17 10.) Exhs tin g Pump Septic System Servicing The Beach Drawing Title: 4" INVERT AT SEPTIC TANK (OUT) 19.27 Proposed Elevation 24,5 House k, Shown In Approximate Location. This System Was /nsralled Wth Permit #90-319. 11.) ThIt System Is Not W►thin A Zone Of Contrfbutlon 4" INVERT AT DIST. BOX (IN) 19.25 To A Public Water Supply Well. Subsurface 12) Abandonment Of Existing Waterline And Installation Cif New 4" INVERT AT DIST BOX (OUT) 19.08 Ina .13 Be tune in Accordance With t3ofnstode Wafer Co. Sewage Specift,-atbns (508-775-0063) INVERTS AT LEACHING FACILITY: Disposal Top Of Faundvtlon = 23.83 4" INVERT AT BEGINNING OF Design LEACHING FACILITY 18.90 MANHOLE AND COVER BROUGHT 4' PVC O .01 ft/ft (Typical) FINISH GRADE TO FINISHED GRADE 7 4" INVERT AT END OF FIRST TWO FEET TO LEACHING FACILITY NA BE LAID LEVEL 19.Sb 19 44 ' x 4' Leaching ,I� \1127- 19.25 19.08 L4 - 4Galleys B BOTTOM lreakou>* Col eu/a Lion: -- OF LEACHING FACILITY __156 SEPTIC TANK ChItica/ Elevation = 19 40' TO BE INSTALLED ON A 15.6 Slope - 21.5' - 14' - 35' = .21 ,--LEVEL do STABLE BASE. .21 x 150 = 32' Required Scale: 1"_ 20 19.40' Is 35' From Edge Of Leaching OBSERVED GROUND WATER 35' > 32' 0 FEET ELEVATION NA 1.6 No Water Found A t Bottom Of Test Pit Date: 92 1 91 Dwg No: SYSTEM PROFILE Design: GP.J. - NOT TO SCALE - Check: C,P.J• Drawn: J.V.B. Job No: 2,0501,0 Sheet I of r' 20 FT. MIN. 10 FT MIN. SOIL TEST DATE OF SOIL TEST CONCRETE -- 4" SCH 40 PyC PIPE CLEAN SAND WITNESSED BY COVERS PERCOLATION RATE Milt/ INCH MIN PITCH 1/81 PER FT. CONCRETE OBSERVATION HOLE I OBSERVATION HOLE 2 411 CAST IR N PIPE 12 COVER'S 211 LAYER OF ELEV. = ?q 6 — ELEV.2 (OR EQUAL) MIN. 1/8"- 1/2" WASHED PITCH 1/4 PER FT he STONE FLOW LINE10 11 I -F (V EL -10 EL = �' MIN. III ?/i �L 20 EL = ' -7 LEVEL EL:9� 1 _ EL. _ DIS T EL. -�••— :� � WATER AT EL.= J , AT BOX e e 3 uJ r -- ._ _..52_ W ER AT EL.= 3/4"- 1 1/2 I )000 GALLON Pv ,� WASHED STONEApo • w e o EL.= DESIGN CALCULATIONS SEPTIC TANK ��`%/}��� PRECAST LEACHING NUMBER OF BEDROOMS �Jc S. 3 OR EQUIV. GARBAGE DISPOSAL UNIT , C/ AtAem 7• 0 TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE r0'x !y L ( I/& GAL./BR./DAY x / IJR.) //o GAL. DAY NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY 16T GAL. ACTUAL SIZE OF SEPTIC TANK /TC�OD GAL. BOTTOM OF TEST HOLE eR USGS PReBABLE -WATER TA EL = I ,fn LEACHING AREA REQUIREMENTS OSERYE9 WATER TA ---/--_. / } E{ - - SIDEWALL AREA 6AL./S.F 0 BOTTOM AREA ✓ GAL./S.F J f wry` EACHING CAPA ITY ( BOTTOM♦ SIDEK'ALL) (::� GAL. /. r�...-�-'""�� } LEGEND RESERVE LEACHING CAPACITY GAL, l r EXISTING SPOT ELEVATION OOXO -- "".- % EXISTING CONTOUR - -- 00- ---- . � .?► / r_ _'�J "- ~''" _. 1 �r + FINAL SPOT ELEVATION ® NOTES FINAL CONTOUR 00 a _ I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E C.E. •��l `� { t;. ` ' L ��,� SOIL TEFT LOCATION _ UTILITY POLL �- TITLE 5 AND THE TOWN OF :r_:; ; *w� .ice RULES AND - FOR THE Sl SURFC E DISPOSAL OF SS W- - Syr-,._ . ._..- I S B 0 L __WRGE Jj� .. Cr4,'(CH .,.BASIN a('® 'LL vVv fir, I ..i `JANI'lART UiVI I J SHALt- J�. ;Z�t vWITHIN 12" �OF FINISHED GRADE . 3. EXISTING AND FINAL GRADES SHALL. REM4 ESS NTIA" iN E LLY THE SAME4. ALL COIMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE �Av � 4 r OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING MIN. FRONT SETBACK SHALL iBE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING. ! ; Y MIN. REAR SETBACK 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE / MIN. SIDE SETBACK SHALL BE MORTARED IN PLACE. x r i �� ���r C Y's>� _-I�tc rj 6• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO a "'Y7- � �5'`�"`` ''�' `r OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. \l �/ i I � /•� �Y��1 � � ' l Y•.`' .�`�, �y�I �' r A j( ���. � .II V C��. `.j ��.I'�J. Y"Y5. ii�.. APPROVED : BOARD OF HEALTH ' •�.�i}'Fi � }�•� � �� � -••-.,... /. Tb G' G V �S CIq!c M't �G` �]ri o�rFe��zs• ,�c J•� y ' - AC. �i2r-+ To roci,.�p i..J ITo r•/ - 4 ti t C ¢ate �.>'«� a f c fi C�o4 r�ru�ser DAT E AGENT , f, PROJECT LOCATIC , ... fi-' J i#4 r N4r�� S♦ Leo ✓ APPLICANT O 1s `f'4 �� ,,,__,, •.. SIQa � � �°�+y� ; ram;L" <r LNG t �" _ r � Pu .w "°" ..e `w` «y r V DUM AS c•+ 40-619 V' - rn..c wr.r ,+Aux /,F . ""s ....sx ,.r•` ".,. !b� 1 jr 1�E' t�, � .�- 1. � i �w .,... "," kr ► , `� - 5� ,ERP� ILI ROBIN W. WILCOX `' tiR F '� PROFESSIONAL LAND SURVEYOR s�4' ✓Jr.J cLl� �S `� ""' 203 SETUCKET ROAD *1,0 R SOUTH DENNIS MASS. -#•+ +� �� 385-6478 02660 y 7 +", ` . I SCALE: C. • ,��' � a.. ,t;'�.t f;(/�'�; S.J�, _r� REv'. �- � �� REV. �I /C1 ; <�Gr LOCATION MAP JOB NO. 5— / ?;� SHEET OF i BAXTER NYE ENGINEERING & '" SURVEYING �yI 1. ALL SYSTEM COMPONENTS SWILL BE INSTALLED IN ACCORDANCE Registered Professional Engineers `" WITH TITLE VOF THE STATE SANITARY CODE DATED APRIL 21, 'T y 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY and Land Surveyors 1 1 r & SY LOCAL RULES do REGULATIONS APPLICABLE . WT 70 SCALE 2. ANY CHANGE;TO THIS PLAN MUST BE APPROVED IN WRITING BY 78 North Street - 3rd Floor THE ENGINEER. 'ELEVATION INFORMATION Must NOT BE CHANGED Hyannis, Massachusetts 02601 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. / 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, Phone - (508) 771-7502 NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR Fox - (508) 771-7622 INSPECTION. www.boxter-ny�e.com PROPOSED FINISH FLOOR = 13.5 PROP06ED GRADE = 120-+ SEr AIL��BE ff PVC. UNLESS OTHERWISE NOTED HEREIN Ir One RNM 4. ALL SANffARY DISPOSAL SYSTEM PIPINGBE SCHED 40 SET OOVER TO C BELOW FRM GRADE S T A STAMP RISER & CMM 9*1 BE MTERnw 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED. To THE 'C �4ZN OF� s HORIZON' , FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR FINIM OVERI TAM( 120f �FMSFI GRADE - 12A* 15.255 TO THE ATOP ELEVATION OF THE SAS. p EP#-►EN s m F>NASNED OVER LFACFANG T1NL7NCNN = 120f INSPECTION PORT �� TO 6. INSULATE IW. PIPES AGAINST FREEZING AS REQUIRED WHEN :. 3' MIN. LESS THAN 3' OF COVER. •,� �s U' 4' SCH 40 PVC 9 (min) Cover 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE • 36' (max) Cover INV OUT = 11.0 FIRST 2' (1`13 BE LEVEL.) GRINDER DISPOSALS. $ioNAL EN wv IN = 10.8 ' 14 PVC TEE (SEE TABLE) f 2- 4' SCH. 40 PVC P 1/8"to 1/2' 8_�jam; THE COWRAC70R SFWl CONTACT DIG SAFE (AT GAS BAFFLE LEACHING :• 888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTTUIIES,_ i' SUMP � AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION.OWAUS THE CONTRACTOR SHALL DETERMINE THE EXACT CONSULTANT GAS s W IN = 10.0 •• . INV OUT = 9.8 LOCATION, BOTH HORIZONTALLY AND VERTICALLY. OF ALL EXISTING REINFORCED CMCRETE RUFFLE BAFFLE 6 CRUSHED STONE BASE ,••. : .r'' ••: 4 PVC MN Mr 9.7 UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE LWAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND ;y.;, �^'�'" s•. '•..!•�:,,.. !.'' e• :.'; 6- CRUSHED HAVE NOT BEENY VERIFIED BY THE OWNER OR ITS SIDNE BASE REPRESETNTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE IM C;ALUM TMPO-A�AF MM OEM TAfrC DMIF011KM BOX BOTTOM OF SYSTEM = 7.7 5' MIN OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE CONSULTANT (H-20) UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN Estimated Groundwater O Elev. 2.0 INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. fig; ESMWED GR011NAINM LEARL VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS. TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH WM HIGH WATER (EL 2.0 HMO) PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE LIGUD DEPTH N SEPTIC TAW DEPTH OF CUTLET TEE MlDW FLAW LNE TMEN FROM W& ROW PROFIES. CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS NEw E?IGlJMO OQASRME' U.S. ARMY REQUIRED. PREPARED FOR : 4 FEET 14 NpNFS OORPS OF EIIGMEF.RS SEPIEMK 1988 5 FEET 19 HCHES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE 6 FEET 24 11 SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE WOffY8n1 Vedder 7 FEET 29 NM APPROPRIATE UTILITY COMPANY. 8 FEET 34 WCHES 12' FlNtsFFm GRADE VARIANCE REQUESTED: I \�\ \ \ \ \ \ \ \ \ COMPACTED FILL 36"MAX.-9-MIN. 2' OF PEA STONE DOU6LE iv 310 CMR 15.211(1)[1] ................................ ....................................................... OR FILTER FABRIC 3/4- TO 1 1/2 ' TO ALLOW A S.A.S. t0 BE LOCATED ON THE ADJACENT LOT, -» CL!!. RECNNRGEIR 3= WITHIN AN EASEMENT. 30.5- DOUBLE 24' EFFECTIVE DEPTH VARIANCE APPROVED: WASHED STONE N '2. 4' 2' 28' 32' PLASTIC MCMG CHAMBER DETAIL PLAN MW CULTEC 330XL OR EQUAL NO SCALE C Q w M4�f J a H �. f- G� 31 I LEACH NO AFFJ1 8m � DATE=6/5�f f3 UJ NNeSoo+IlrtL 3 eEDRoows �` BARNSTABLE W x 110 SOIL EVALUATOR: 119 ISLAND AVENUE 0. TOTAL. °Re � FTM - ID GM STEVE WILSON, P.E. BOARD OF HEALTH AGENT: cA M Ga IPA OW �+pM) - NSA DAVID W. STANTON, R.S. PM WE - c5 WL /001 (CVOs 1) TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 LVRWL - CH GPDfsF - G.S.E. = 15.0t ow G.S.E. = 15.0t 011 G.S.E. = 15.0t off G.S.E. = 15.0t Z 33D GPD/ 0.74 GPD/SF. - 446 S.F. MIN. - 0 PFARM SMM 4 CU M 3= C WAM MW 4' MW ON ALL SDES FILL FILL FILL FILL 0.. 4- 210 24' 180 SMALL AV* (32' + 10 2'x2 - IN SF. U BOTH A%k (to' r 23 - 32o sr. A ; 10YR 3/2 ; SANDY LOAM A ; 10YR 3/3 ; SANDY LOAM A ; 10YR 3/2 ; SANDY LOAM A ; 10YR 3/4 ; SANDY LOAM CO) TOTAL AREA 488 SF. 4W SF. x 0.74 GM/SF. - 331 WD 34- 30- 36- 30- B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 4/6 ; LOAMY SANDB ; 7.5YR 4/4 ; LOAMY SAND w SEPTIC VMG Slab 330 GM x'2= NO GALLON 1Sr COMPARTMW - M QALIM 40- on 0 2W C019%WMENT - MO OILCAN USE 2 COMP IMENT IWO OILLM SEPTIC 1AW C 1; 10YR 6/6 ; MED. SAND C 1; 10YR 6/6 ; MED. SAND C ; 10YR 4/6 ; MED. SAND C ; 10YR 4/4 ; MED. SAND m 0 DE01 72- 70- 132" 132- z C ; 1OYR 6/4 ; MED. SAND C ; 10YR 6/4 ; MED. SAND SHEET TITLE PROPOSED FIII FLOOR 13.5 - SEWER INVERT AT GUEST HOUSE 11.0 1320 1320 Septic System Plan SEWER INVERT INTO SEPTIC TANK 10.8 10.5 INVERT NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSEl�VED SE Detail Sheet SO" OUT OF SOW TANK b SEIVER INVERT INTO DISTRIBUTION BOX 10.0 SEWER INVERT OUT OF DISTRIBUTION BOX 9.8 SEWER INVERT INTO SAS 9.7 SHEET NO BOTTOM OF SAS. 7.7 ESTIMATED GROUNDWATER AT ELEVATION 20 I COM 7FNT N APRIL 1995, 1 FIVE PASSED 7FE SOS EWV A70R DA10A110N APPROVED BY 11E DEPARTIENT OF ENVRONENMAL MEOW NV TEAT TIE ABOVE ANALISLS INAS PERFORMED BY it CONSISTENT LI M TFE Iffim ED Now, BMW MID mama N DATE: 06 21 13 03CRMMN310CR15.017. 0 N o SM7URE - DATE --Z/-/3 J - (SE 2622) SCALE : NOT TO SCALE DRAWNIDESIGN BY: NIM CHECKED BY:SN# E JOB NO: 2DII-W CADD FILE: 2011-ORWArg 0 N i i BAXTER NYE W • = ENGINEERING & ELEVATED STAIRWAY DETAIL D.E.P. FlLE #SE 3-6059 i r SURVEYING Order ofCaidtions Expires *1 2016 ": :+: ` r` t '" ' �. f ,.. 4' x 4' TREATED POSTS ! °► •►. r -` ' .x �, 9' ON CENTER ' CONSERVATION \w f �,�,; �•+�i Registered Professional Engineers 1 ` ALLOW 1' SPACING BETWEEN STAIR TREADS , , 1. PH AM�TTED ro 710�i COMM SSOON. RELATE SLOPE OF STAIR xJt!>rt`Ui� • MW WITI FEQUIRED OP and Land Surveyors 2 LIMIT OF W= SNMLL CONSIST OF FMYBAIM AND SILT FEMCNG » S . +'a� _�-r; - TO SLOPE OF GROUND • l 78 North Street 3rd Floor �1 l . ..„�•• .o, ro BE MANTANED N� G000 NIEPIINt uNrrll. o01NPLETION of PROJE(,T. S� ��- T 5�-- `� •• � . � ` H nnis, Massachusetts 02601 3. A COPY OF THE AS-SAT FOUMDAiION PLAN SFWl BE DELIVEREDro y'� THE CONSERNITIONI #X mA SSION. S co Y x 4' HAND RAIL ` " , �' "-''�•� ••PLAN S ,r ;� \ ;, i Phone — (508) 771-7502 4 ALL ROW LENDERSw 1. oisaMRGE TO Off r�LLs OR DRiP TRETICF�ES. 2' : 12" TREADS OR THRU-FLOW DECKING -w Fax — (508) 771—7622 r 5. A INWARION PIANiNG FMLL BE PROMM N CM&TATION ? , ,-- 1 WM CONSS MATION COMMISSION STAFF. Nx �? 2 x 4 CLEAT OR DADO ; i , palk GALVANIZED BOLT `'� �-- . • ,, r` www.baxter—nye.Com CONCRETE BLOCKSEM (F REQUIRED) LION LOCUS MAP .omie: in = 2ow STAMP STAMP ADE � �SNOFMgss� OF 1144GENERALNss9c� . STEP EN c'�G �� SHANE M. P�,qN CARRY POSTS 5' BELOW GRADE c _ CD� e0 1. 1Fb�PLAN 15 i0 SFpN PROPOSED NORK AT LOCUS A }. BRENi TER 99 PACE ) tv .s�2�s �o 0 23 ^� ,Q cw- 2 �F RFG�4v��o 2•)LOGICS IS COIFRISID OF: ,�� c is 5TE is IV EEC' B96ME ASSB90R'S MAP 2B5 PARCEL O18/W1 A 018y/002 LOT C • LAND COURT PUN 15457A (JU.Y 25, 1933) COMM OF ME 190105 (PARCEL 1) CONSULTANT i � II iIII I I i � ISs1�'to A oaroNlrfALni of assAaNustTTs IIETI/YDS I � III ` 111 I I Dodn R I eFJ�ai a`rwc'na+ (DEM) SEE NAND; CMWolT 286071-1 owNER (PER ASSMRS REooRDs}. NVDV ISLAM)ANE RT. (1129) 55000ESIA1ER0E 119) CONSULTANT Au5►N. TEx16 78746 PROJECT LOCA701: 119 A 129 ISLAND ADD \ HEDGES HEDGES / f x`L el► \\ \\ \ v \ \ HKANNNS PORE, AN02647 LANDSCAPED BRUSH \\ \\ \ \ \ \\ \\ II D PA 1)OIATUIkNGYD AM-1l N OOIMANTI' NEL In 250001 0008 LANDSCAPED N R�cK \ � �� \\ \ \ \ \ � PREPARED FOR / e •\ \ \ \ \ \ ' i PROVENLY BENCF116ft, TAG BOLT ON FIE NY WIT i' gR�G/ s B � KWA O\\ \ \\ 11 I 4.)aRRr ZOWS N�DNM WOW= Vedde F/Gv WLY " ZONING DISIKI 0-1 (Rssihntid) Q� / •�°���- �'!�! \ \ \ \ i i I MNHUAI LOT MA = 4UM SF \\ UP/LP57 YMAAI �TFI= 125 1 WE" LOT FNdW = 20' } N I MI" FRONT YARD SETBACK 30' ` \ \ ` \ \ BEACH I GgRgGE �• YN/P WOLFRAM Ole 1 1 1 \ I 1 I MMNW SIDE AID REAR YMD SEMU = 11r \ / 25�2 MA> N BULOIID NWIT= 30' (OR 2 112 \ s �� F E E• 1 1 1 I I 1 \ i 1 S'10RES WHIM.MW IS LE'SSFIt) ELEC. METER 0 � J •` � 1 1 i II I i � 1 ' II AP OISIRICf _ \ 4 � � RcH ••� I 1 1 1 i I 1 1 I . 0 \ \ P O K 1 1 1 I I I ! 1 1 1 1 0 5) A ME SfNlr'II FMS Wr MW FSMM Fat IM SAE F DEI6e 10 IE °° TAM 1 1 1 1 MIMSW A E SNOW SWL KPSMO Nn MMM `w PAY V5E #1,g , '' I I I I ° i I I I 1 n !L) W FNOFER1V of Pus I�SIDO N s a=ON aneff m""it r r it IN N CMMM GF 7) 1NE 0051I1C SINNaM SHOW N616W ws 06011NIw FROM AN ON WE GROW FRO SWWT OLD PlAfa%M RV 611'JPR WE ENN/EEF!•C!SURIEYMC ON INICH A 2009!ION9M V.2D12 o OONrl OM PANEL N MEM Z=M OWS 0 1 Q I I TIE NTA00 NNSUNW410E WE MW CUM IM MIDI AS ZONE ST E PET ( yr, L i I III ! i I C, B. A10 (ELM V10 (EL22) \ I I 1 9.) U- DECK I ` •SIZE B NOT NTIHl1 AN A.CEC. (AREA OF CRITICAL. EIIAAROMtTNfAL CONCERN). . \ ;� ,edX I SEP G I Py�p�N�o�G DRYWELL I 11 •14413P MAP OC�RR O TOOTED1. 2008 TOOTED FMWATS OF RARE NNDLFr •O c- \ \ 0 I gR�G !I OUt 9.53 9 5? 1 FOR USE MINA 1HE MA WERANOS PROTECTION ACT RIMU ATiONS (310 CNR 10).' •SITE DOES NOT CONiAN A CERIFED VERNAL POOL PER MESP MAP OCTOBERR 1, 2008 a, \ �\ \\ \ ' —1— ✓ \, 1 TERIF1En VERFML POOL&' 600 GALLON r PRECAST PER NNESP MAP OCIOBOt 1, 2008 C M d \ ��, /N ,-- ` /'� .� I'\ � ✓BR�GK wa`KW PUMP CHAMBER- o �(w�RE�TE •SITE IS NOT INiNl1 A PRIORl1Y FMBIrAT "WRiTY FMMUS OF RARE SPECIW FOR SPECIES MM 4) .m i THE WSSAp#IEETTS DOWGM SPECES ACi. REGULATIONS (321 CMR 10). > 100GALLS3N m •SITE IS NOT INM A SPATE APPROWD zoo N GROUND IM7ER RM MRGE Q PROI -110N ARIA. EP7IC�TA .a • _ NK � / / EXISTING CONCRETE SEAWALL N _NAU — — Npt AMYBALES -r`— STONE RETAINING.WALL CONSTRUCTED IN 1955 UNDER •SITE LS NOT WI MN A 70001 DESIMMiED ZONE OF OONiFOIRMON TO A PUBLIC NITER (> CONTRACT NO. 1509, MASS SUPPLY. BENCHMARK: -A I_ _ _ — T — — HEDGS.` — / 1 D.P.W.. DIVISION OF WATERWAYS W MAG NAIL SET IN PAVE]iIENT - YEW 11 ♦ /HATOALES •REGULATION 36(1-45).NOT LMATED 10" A ZONE OF CONTRIBUTION 70 A SALTNITER E51lAARY (am ELEV. 15.87 c/ dtASS 1D R 7 45 t F \ •- TOP OF AL B �h1 1 1 NEW OPE1r `— • AN[c 10.) 111LrtY �1ADON rn�r�t HEREIN: � G E i I WOW STARS 00 \ _t E - -- E E • E - •11E CONiRACTO1t SMIL CONTACT DIG SAFE(AT 1-89"rr-SAFE)AND UALITi'CAPAFES TO V �£ w y` w w w STAR$ A STARS TO BE Rf31011ED THE LOCATION OF DXOW AIADER6ROIAD NFIb1STRUL' A TO THE START OF CONSTRI/C11pW1. ' � 40 f G`A N E; UME� COMM AND LINES ARE O of SIM N AN APRM07E INY ONLY, INl'NOT BE LYIED ID USE S IONN FE 01 AND 11 s s w w w FMYE BEEN RESEA O 9W ON THE AMItARE ULUTY RECORDS NOTED FEREON. ME PROPOSED �L ' �� .; 4' s � EXISTING BULKHEAD � � RE>OOTISiRUCT OQSING DECK � CONTRACTOR AGREES TO BE FUlY RESPONSOLE FIR ANY AND ALL MANGE'S W" MPIT K 0. p: � = 13.5 u � �M (CEAl1ERED pr OOTT _ 4 Q �'U LJ O i _ DP FFE-14.50 1ST Y DWELLING a N A N T U C K E T FE1D Of RS FROM "MIAT� TFE OOMIRVORR SIMLI,` �Nr PARKING p NITER SiFRVIM s STLPS STING w S O U N D NOTFY iFE Ea1GNER iBEAAIELY FOR PO6'SRE REDESIGN / SHOWER O 9 C \\\ (l 5� O \ FL. O E e TO REMAIN MM FAX a I TES SHOE TD TFE ORIl AT LOCUS 6 F®FR011 POLE 23/h1!-A PER oz \ PR P '� \ —� f •TOIL NITER IS AIlA6LE AT THS SiTE f ✓ V •�;S.0�3'05;.1�z2o' t •�,--�-�-\ �' � ,,� •F(ErsPlw ElERGr dEl1YERr No4Es TFEnE B No 6ts gRMCE a 1HIs slfE- o3/b�i/bNr - NOTE a G Mm"VoFD MATLR sERViCE 191.80' U TT OF �"WIAUErrj0 PROPANE 1AW NO R SDE OF OEM DIMM LDC M OF UNIXI OIND CONN(l9C IOM � YarIKAm"mm ANE TAN( TO % � TO BLIMC NOT iODIIN. � !E REMOVED LOT AREA TO FACE OF •NO WMI M MINABLE ALIDUT LOOM OF SEPTIC SMIN AT 129 LSIMO AYE PER FAX FROM w OF PROP06ED RETAYF/r6 WALL „ E)OSTiNG CONCRETE SEAWALL BWRNSTAlItE BMRII OF HEALTH 03-03-M o PROP06ED RETAYF/rG NMLL CONCRETE SEAWALL D CONSTRUCTED IN 1955 UNDER AND DISTiNG STRUCTURE •o CONTRACT NO. 1509 MASS •119 ISIMD ALE - SEPTIC SYSTEM WMIGION LYE FEN MW OF FEALTN 'Fr r F q SOIL LOGS DATE: MARCH 11,2009 9,� SO. ° v D.P.N• DIVISION OF WATERWAYS N/F STEPHEN W. KIDDER 0.2 ACRES w P#=12494 (129 ISLAND AVE.) A MARK B. ELEFANTE, 7M TOP OF COASTAL BANIC 0 (- SOIL EVALUATOR: STEPHEN MATSON, P.E. BRAMBLETYDE TRUST 0° Q B. 0. H. AGENT: DONNA MIORANDI TEST PIT 1 TEST PIT 2 ° } co m G.S.E = 7.5'f G.S.E = 9.5t ° °C v o p'AP 0'AP ° z SANDY LOAM SANDY LOAM SHEET TITLE 11' 10 YR 2/1 11 10 YR 2/1 B e N Septic System Plan a ME SAND FINE SAND Z 0 33' 10 YR 5/6 33 10 YR 5/6 C c FIVE SAND FINE SAND ° ° SHEET NO 120" 10 YR 6/6 120' 10 YR 6/6 BENCHMARK: N D TAG BOLT ON FIRE HYDRANT Ch 3 ELEV. 13.45 NGVD o Q ■ PERC O 62' WATER OBSERVED O 96'Ln _ RATE= <2 MINI N (EL 1.5) DATE : r IM MEAN HIGFI WATER (EL 2.0 NGVD) �° 20 0 20 ao TAKEN FROM 'I'M FLOOD PROFILES NEW BRAND CQASTLW U.S ARMY CORPS OF ENGINEERS. SEPTEMBER 1988. O° ° SCALE : 1"= 20 CALF IN FEET O o �?� DRAWN/DESIGN BY: ARM CHECKED BY:SAw o JOB NO: 2011-067 C A D D FILE: 2011-467SP. 0 i h. I —————————————————————————————————————— --------------- 0 I h O rA I F" - F--4 O O r l 00 I I BEDROOM rill, REM.PORTION � 1 f'""IOF WALL AND `�DOOR �=y co 0 STUDY I H `�./ -4 4 REM.CLOSET--� '—,= I H r W G4 A n MODIFICATION OF EXISTING CAPTAIN'S COTTAGE TO REMOVE SECOND BEDROOM z L SCALE: 1/8" 1'-0" 1207.00 C.E./V.P./R.U. COPYRIGHTED 2013 IVAN BEREZNICKI ASSOC.,INC. \ 1 (ll \ EXISTING \ MAIN HOUSE 0 � Q a r:. i � a kEXISTING OAT HOUSE ---100'COASTAL -- \ BANK BUFFER —T-- --�--- -- ... .�.— -- -- — -- — -- -- -- — ___ - — -- -- ---- -- ---- -- -- -- -- — -- -- -- -- --- -- - -- -- -- -- -- -- —,. -- - -- — _ PROPOSED 13— —————— — —— // `\ SCALE:1/8" 1'-0" DRIVEWAY ------ / ��r � ----- ——— ————— ———— -- 12 "•►—' — / �� DATE:11/12/13 / 16 — -- 1 13 \ -- ! 115 / 12 _ I REVISIONS: EXISTING ! 1 15 DRIVEWAY / ! i / 14 'n / 1 / 14 2 — '13 �-- y ------- -- ------- — ----------- -- — ----- ---- — i — —_ --- ----- —\�--.--.---._..—.--.----------- 0 � I � I I 12 FE PROPOSED GUEST HOUSE — —_ _ — a 6 G 6+ELEV.12.1 I ! 30 � -- 6 -- F.F.ELEV. 14.0' — �` ----- 10 �\ EXISTING 15 CAPTAIN'S COTTAGE E / iSITE *00'OpO I I / 12 PLAN 13 �� 10 UTILITY POLE i� / i i • 0 / \ ti 11 \ \ �\ 12 / / ` ( ` \ i EDGE OF PAVEMENT \� / i I — I9 Z< - +8.5 ���-- 8 � \ � BUILDING PERMIT \ —— SET 10 14 —� 13 12 I E —10z —--" — --- -- -� -- -- -- --/ -- —.. -- -- -- -- -- -- -- \ --\ -- .... -- -- -----�--- -- -- -- -- -- .i— — -- -- -- -- -- — -- —w -- -- -- -- -- -- I 611 8 9 10 BFE 11 EXISTING CONTOURS ————————— 8 SITE PLAN LAN PROPOSED CONTOURS Al . �/,` fit;: `�•��` r� 2 A3.1 TYP ALL RAFTERS A A 5 B A5.1 Tzo BCZZ40'-0" ZCOF �Iro O 2 x 10 RAFTERS @ 16"O.C. 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I ELEV.-V-1 1/8" I I I ►= I I 12"EMBEDMENT I \". —TOP I I I I ELEV.-1'-1 1/8" I(TYPE B) OF FND.WALL I I ELEV.-3 3/4" I I I I I I I I I I T x Tx V FOOTING I I 4"THICK SLAB ON GRADE I I W/ 4 #4 BARS O I I I I TOP OF CONC.PIER D I I +12"CONC.PIER ' I 7 i i I i W/ (4)#4 BARS ELEV.-1'-1 1!4" I A5.1 i I N I I HOOKED INTO FOOTING I D i M I N I ( ( I I �' SCALE: 1/4" = V-0" BOTTOM OF CONC.PAD I I 2 x 8 P.T.LEDGER i I ELEV.-9'-5 114' I i i I I I i I I DATE: 11/12/13 I BOTTOM OF CONC. PIER PROVIDE BEAM POCKET I I I PROVIDE BEAM POCKET I I REVISIONS: T-W 8'-8 3/4" 3'- I I ELEV. 5'-91/2" IN FND WALL-(SEE FIRST IN FND WALL-(SEE FIRST I I I FLOOR FRAMING PLAN) I I I FLOOR FRAMING PLAN) j --- --- r --- -- —i (3)-14"LVL BE I I (3)-14"LVL BEAM i i i I I I c 4 i I I I I I I I I i I I -—-— - I o C.L.OF BUILD IN I I I I I I C.L.OF BUILDING C.L. F BUILD;iN I I ' I -r— - 2 a o OF BUILDING A N I I 10 I TOP OF CONC.PIER I 10' I 11'-8 3/4" 11'-8 3/4" 14'-101/2" I I 0 2 x 10 P.T.STRINGERS I I I ELEV.-V-1 114' @ 16"O.C. I I I I I I p. I I D i I FOR DECK STEPS i b I I I I I • I I I I TOP OF CONC.PIER I I I � I I 4"DIA.LALLY COLUMN I I 4"DIA.LALLY COLUMN I 8'-3 1/2" 1'-4" I I N I 2'-0" AND BASE PLATES AP I I I AND BASE PLATEW/SPRINGFIELDS I i I ELEV. 4' 11 1/4' i 12,'0" - FOR DECK STEP STRINGERS ;,I I TOP OF CONC.FOOTING Ln I I I I oo I ELEV 1'10" w D i I I I I I ELEV 5'9 1/2" PAD ~ I I TOP OF FND.WALL I I I I I T. LD• FLOOR I I I D. I ELEV.3 3/4" TOP OF FND.WALL TOP OF FND.WALL I I ------ --� i ELEV. -T-91/4" OPENING D FOUNDATION WALL ELEV -1'-1 1/8" I i r-----• - I I I SIMPSON HOEDOWN- I I I I I I I I I I I FOR FLOOD CONTROL I I I I I I I I I W/5X DIA. I I j j FLUSH FRAMED BEAM- I I d l I PLANS I FOUNDATION OPENING BELOW I I I i i TOP. -1FND./8 ALL I ! I I I THREADED ROD,MIN. 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SIMPSON HOEDOWN- " "' SIMPSON HOLDOWN- HDC10/22-SDS2.5 " (TYPE B) O O O O HDC10/22-SDS2.5 O W/7/8"DIA.ANCHOR BOLT- O LL ° "- " '' D. 4.-2" W/7/8"DIA.ANCHOR BOLT- "- INSTALLED BEFORE g C MIN.12"EMBEDMENT. g DOUBLE STUD. ALIGN W/ C INSTALLED BEFORE INTERIOR PARTITION ABOVE WOOD STAIRS DOUBLE STUD. ALIGN W/ (TYPE A) FIRST FLOOR FRAMING PLAN POURED CONCRETE RETAINING WALL AND RAIL INTERIOR PARTITION ABOVE (TYPE A) 201 v OUNDATION AND FLOOR FRAMING COORDINATION PLAN ALE: 1/4" = V-0" �'R7���,j t " U 00 _M N Tin � 1�1 W 12 h 00 h -- -- 8 0000 i o .-r T v� U 00 ---------- - - - - --—-— -—- � en e W h -- � vE, a HUI FM w i � q !� �\ � i H i 1207.00 C.E./V.P./R.U. COPYRIGHTED 2013 IVAN BEREZNICKI ASSOC.,INC. SOUTH ELEVATION SCALE: 1/4" V-0 T — - -- - _ rk -- ————— ------_-----.------------_-------------_— ------------------------- ----------- 2T_O.PLATE — V Q _- - I Eu ■ ® _ - N a ' 36"HIGH ❑ � � N WOOD GUARDRAIL — 21.73 sq ft ^" DRIVEWAY BEYOND Li EDGE OF PAVEMENT GRADE RETAINING WALL WOOD STEPS 14 '-.Y... ——————— ------------------- AND HANDRAIL __ ___ _ — 1 T.O.SUBFL — — ----{-- - - — ------- ------- ---- GRADE C RETAINING WALL — ------ 13 �-- - - I I 12 CO DOOR STEP FLOODCONTROL/ \ DOORS TO FLOOD CONTROL/AIR VENTS AIR VE / \ CRAWL SPACE r---------- ———————————————————————————————— ———————— 10 - F _,y / 9 8 -- WEST ELEVATION — "3 /4" = 1'-O"SCALE , SCALE..1/4 _ 1 0 DATE: 11/12/13 REVISIONS: A 0 i A _ - PROPERTY LINE� Q �r I T.O.PLATE ------ - - -------- - 2 T.O.PLATE t EXTERIOR - ELEVATIONS Fl 1 -1 Fm Ll- - - — ( BUILDING PERMIT i SET —————— ——————— F=l _ I T.O.SUBFLOOR 141 T.O.SUBFLOOR 13 13 - 12 -=---- I 12 - 1 11 t FIM FFTI 11 10 Li -- 10 -- A3 *NOTHLEVATION 11 EAST ELEVATION SCALE: 1/4" 1'-0 9 2 SCALE: 1/4' = 1'-0" I r 6I is A 2— j 1F " 5 00 �I M N W 00 V'1 rrF�� d ,o oV L/] .-. � h vw w ►-1 U M 3 a A5.1 w a H 2 � I 1207.00 AT11C I 5 C.E./V.P./R.U. A5.1 COPYRIGHTED 2013 T.O.PLATE IVAN BEREZNICKI ASSOC.,INC. w-0" � BATH 1 CLJSET 1 BATH 2 PROPERTY LINE —� 4 1 F A5. i T.O.SUBFLOOR �#0" i ---------------------————————————— v I i I I I I I i 0 I I tU a o 77,1 rfs, W 1 I `1 1 d d B.O.FOOTI N G -9'-51/4" v L SECTION @ BATHROOMS N J SCALE: 1/4" = V-0" (� C T A 2 12 5.5 3 i i i SCALE:1/4" 1'-0` DATE:11/12/13 i I ATTIC I REVISIONS: 5 3 0 A5.1 ( - A5.1 T.O.PLATE _ _ _ - _ T.O.PLATE TTI i DRYER F1 REF. CLOS.2 CLOS. 1 BEDROOM 1lr]E 7 WASHER A5.1 3 A5.1 SECTIONS, `. .' T.O.SUBFLOOR T.O.SUBFLOOR I t0� ------- ------_--_ I _�_ .to� INTERIOR q i I D ELEVATIONS FLOOD CONTROL CRAWL SPACE I i FLOOD CONTROL CRAWL SPACE I 'D � � I I - y BUILDING PERMIT - SE J 0. B. .FOOTING F T O lu -9'-5 1/4" i ` -9'-51/4" � SECTION @ LIVING ROOM NORTH-SOUTH BUILDING SECTION �� SCALE: 1/4" 1'•0" SCALE: 1/4" - 1'-O" A4* r~ae a j! r ` a "p V '� W M 00 V1 V1 H w � 00 U u ° � W w H A � � 00 s RIDGE BEAM OR RIDGE BOARD SIMPSON LSTA18 v ;- - ..: STRA Pa M ./' 7" Cy ( / INTERIOR w 1 r .. ,. ... ? STRUCTURAL QUALITY ASSURANCE r _: ;. _v.. ., GENERAL STRUCTURAL NOTES AND OUTLINE SPECIFICATIONS � a € -, , s: .:. ..:_ ....._. TOP PLATE v, a SzE ', : .S ` W 1 ALL WORK T BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD S.E.R. : -1 O O J TU F IN THE FIELD,IN ADDITION TO AN APPROVED TESTING LABORATORY,SELECTED BY THE S.E. AND : : _ 1 ........ . ._ a w RAL PAID FOR BY THE OWNER WHERE JOB CONDITIONS REQUIRE IT. �f W # 1J i p I } T RSPECIFICATIONSAND H MA A H S STAT B BUILDING CODE T F TCONTRACTOR T RDIN T L TESTING AND INSPECTION- _.......__1. REFER O THE PROJECT THE SS C USETT E U 2. IT IS HE RESPONSIBILITY O HE O COORDINATE E AL I _ _ •.•........... ,....._ ING FOR 1 2 FAMILY DWELLINGS FOR MATERIAL AND WORKMANSHIP NOT SPECIFIED HEREIN. S TIME. t .. : STUD & AM b G O I WORK AND NOTIFY THE AGENCY IN A REASONABLE IM •-; , 0 DRAWINGS L BE USED CONJUNCTION WITH ARCHITECTURAL REQUIRED STRUCTURAL . r .. .... _.: _.._.._..: : N ILS 2 STRUCTURALSHAL E C 3. FOR THIS PROJECT VISUAL INSPECTION WILL BE REQU ED FOR ALL S RUCT RAL ,,.< .... ..._.........__.,.. ._....: ) A N ELECTRICAL DRAWINGS AN SPECIFICATIONS. THESE DRAWINGS AND MECHANICAL AND ELEC CAL DRAWI G D PEC E IN THE FIELD BY THE S.E.R. SPECIFICATIONS SHALL BE REFEREED TO FOR SIZE AND LOCATION OF OPENINGS,VENTS, - WELDS TO B COMPLETELY FREE OF SLAG PRIOR TO INSPECTION. ALL L E LET __. PIPES INSERTS HANGERS AND 7H LIKE. PRINCIPAL OPENINGS THROUGH THE FRAMING ___ WINDOW P ES SER S ANG RS E ICE C OU CONCRETE REINFORCEMENT IN WALLS AND FOOTINGS TO BE PHOTOGRAPHED AND SUBMITTED _._. L ` ARE SHOWN ON THESE DRAWINGS HOWEVER THE GENERAL CONTRACTOR SHALL PROVIDE FOR APPROVAL PRIOR TO CONCRETE PLACEMENT STRUCTURAL SHEATHING SEE SHEAR WALL Y' FOR ALL OPENINGS WHETHER OR fJOT SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL HEADER I»»N ril :,: . 's SCHEDULE VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH THE MECHANICAL CONTRACTOR. ANY ::: _.....: , vu5 Jf r DEVIATION FROM THE OPENINGS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE BROUGHT STRUCTURAL QUALITY CONTROL ; g - :` ; TO THE ATTENTION OF THE STRUCTURAL ENGINEER FOR APPROVAL. OPENINGS IN SLAB - _ i i JACK STUDS " J fl AND WALLS LESS THAN 12 IN SIZE ARE GENERALLY NOT INDICATED. CUTTING OF _ .,_ .�. :::. ..:,_ _.:::�: ....,,_:............:. � 1. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN _ .....,....._.._...__ :.,.._ .,..�:, ,,,.,_. FCONCRETE H L T PERMITTED. REFER TO TYPICAL = 1207.00 OPENINGS AFTER PLACEMENT O SHALL L NO BE P E E R CA CONT L F R THE PROJECT WITH REGARDS TO ALL ` DETAILS FOR REINFORCINGREQUIRED AROUND SLEEVES. A PROGRAM OF STRUCTURAL QUALITY RO O ,, :- ; ; � ETAI S OS E S. T G ANINSPECTIONS R NECE SARY. : gg Ga STRUCTURAL SYSTEMS. THIS SHALL INCLUDE TESTING D WHERE S - --. _ _.� fi PROVIDE SOLID BLOCKING AT ALL 3. AL METHODS OF CONSTRUCTION,NOTES ETC. INDICATED ON THE DRAWINGS ARE "'"'`'" °"'`' """ PANEL EDGES & .N P t AIL PER`NAILING SCHEDULE ROOF' R TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. !; y a s RAFTER L� IL C.E./V.P./R.U. S t3 qjV _N SIMPSON 18/3 �t WS f' LSTA DIMENSIONING ................. ..,,.,... :�;. ......:.. . .......t... .....".,............._L......:... � „_ 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE IELDt _ e = STRAP` WHERE RE . PRIOR TO COMMENCING WORK THE ARCHITECT SHALL BE NOTIFIED OF ANY Q) 1. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INCLUDED IN THE - DISCREPANCIES WHICH MAY EXIST, , : , _.. ::._ _..v: y�. _.:.., STRUCTURAL DOCUMENTS. AP STR_ OVER RID nIt11.{ 1 LOAD TRANSFER A ALND WINDOWS COPYRIGHTED 2013 5. THE CONTRACTOR SHALL REVIEW AND SUBMIT SHOP DRAWINGS AND RECEIVE APPROVAL - ,, �,- �+:k7 ��rT���.�,11J , L Vi. BEFORE FABRICATION OF MATERIAL. SHOP DRAWINGS SHALL NOT BE SUBMITTED FOR : # 1 IVAN BEREZNICKI ASSOC.,INC. MIN. 3 2X_ FULL LENGTH STUDS APPROVAL WITHOUT THE C NTRA TOR S FULL REVIEW AND COORDINATION,ANNOTATED AND 1' _ - ) . -....: d ,... , . . _ R.O. N_ K GSTUSR_ . _ AT' F D E `STRAP RE SIGNED AS SUCH. ERECTION SHALL BE MADE FROM THE APPROVED SHOP DRAWINGS ONLY. _ ,. .. EACH END 0 ..SHEAR:PANEL Q REQUIRED ; STRUCTURAL DRAWINGS MAY NOT BE USED AS SHOP DRAWINGS. I; ALTERNATIVE: 2X6 `DOLLAR TIES 32 O.C. .: 0* L , : .. r:: ....._ I. .,,_ .....: .... :..: . .....:: AT TOP 1 3 OF GABLE. <3-6 1 2X_ NO 6. THE GENERAL CONTRACTOR SHALL FURNISH AND PLACE ALL NECESSARY SUPPORTS, » ; : < - WHETHER TEMPORARY OR PERMANENT,AS REQUIRED FOR THE SAFE COMMENCEMENT OF THE $ O 2 2X_ YES NO r WORK.TEMPORARY PP RT HALL MAINTAIN D IN P UNT PERMANE PP TS TE: RIDGE BOARD OR B M »O O SU O S S BE E LACE IL NT SU OR ;: _... ,:,:: _... EA MUST NOT BE - ARE INSTALLED. i /i3 i" - �ji'4/f I t + <H 1: LESS IN PT <12 0 3 2X_ YES ROUGH CARPENTRY DE H THAN THE,RAFTER TEND CUT. O NEW SIMPS N HOLD D 9 i 0 OWNS 7. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ANDIOR THE TESTING AGENCY - .. _ .. .-...,_. .,:.::: ....... ........_.. :::'�, �4dd INCREASE RID -S S. .��+"..... ......... .. GE SIZE AS NECESSARY- � FOR 1 A LUMBER T SURFACED RY RY AT A MAXIMUM MOISTURE CONTENT OF WITHIN A REASONABLE TIME,OF ACTIVITIES ON SITE WHICH REQUIRE THEIR ALL LU BE TOD S-0 AX : EACH ''CORNER W THREADED ROD PRESENCE. OBSERVATIONS BY THE ARCHITECT AND INSPECTION BY THE TESTING 19%,AND MARKED ACCORDINGLY. i: ? c � ; p / FULL BEARING D & ADHESIVE. SEE HOLD' DOWN AGENCY ARE MANDATORY AND THE SCOPE OF THESE WILL BE PREARRANGED BY THE :_ ;,..... -ARCHITECT TH TART FCONSTRUCTION.AT E S O 2. ALL JOISTS STUDS AND RAFTERS TO BE HEM-FIR No.2 OR SPRUCE/PINE/FIR No.2 p, y/. SCHEDULE FOR SIZE, TYPE AND -EMBEDMENT GRADE MARKED. 8. DESIGN LOADS: ' ; ..:. ...;,. 1/2 SHEATHING'(MIN.) 3. ALL SILLS AND ALL OTHER ELEMENTS SO SPECIFIED,TO BE PRESSURE TREATED P.T. WITH FEDERALLY APPROVED CHEMICALS. ALL SUCH PRESSURE TREATED MATERIAL TO BE LIVE LOADS: SOUTHERN PINE No.2 OR BETTER,GRADE MARKED. ,.i ..._... ,............. BAND JOIST WHERE APPLICABLE GROUND SNOW LOAD Pg- 25 PSF i I (WHERE s ATTI 20 PSF 4 ° . p 1` x i z C"`"----" . ALL POSTS AND TIMBERS TO BE DOUGLAS-FIR No.2,GRADE MARKED. ,,,,,,,• ,,_ . '`"�, :...- v; z STUD W - LIVING SPACES_ 40 PSF D 11tA,j; > SILL PLATES Au- SLEEPING ROOMS- 30 PSF T i >t STUD `WALL 2 DECKS AND BALCONIES— 40 PSF 5. ALL STUDS O BEAR PROPER STUD GRADE MARK OR BETTER. r 6. ALL ROOF SHEATHING T BE 8"TH K °3 i6 APA INTERIOR WITHEXTERIOR ? a N N WIND PROVISIONS. O 5/ tC G 2/ I n? �« . r GLUE,GRADE MARKED. € s >{ , CONCRETE FOUNDATION /..; BASIC WIND SPEED:V=110 MPH 7. ALL CROSS-GRAINEDBEARING UNITS SILLS SOLE PLATES BAND JOISTS C- T BE EXPOSURE CATEGORY.C EA I LL ET O » INSTALLED A M 1 NT F 1 A M A R D N T S AT MAXIMUM MOISTURE CONTE` O 5% S E SU E I HE FIELD. : 1 2 SHEATHING +3- (SIIIM JOIST _." FAIRING MIN. WIND DESIGN METHOD.AF&PA WOOD FRAME » w / (MIN.) V/ CONSTRUCTION MANUAL 2001 5 8 ANCHORS ® 24,,; : -, : / O.C. BELOW ALL 8. ALL EXTERIOR WALL SHEATHING TO BE 5/8 THICK GD 24/0 APA INTERIOR WITH ; V� FOUNDATIONS EXTERIOR GLUE,GRADE MARKED. SHEAR WALLS » N " 3PLATE WASHER DOUR LE 2X6 'SIL 1. FOUNDATIONS SHALL BE CARR ED TO FIRM UNDISTURBED OR ENGINEERED MATERIALS 9. ALL FLOORS TO BE SHEATHED WITH 3/4 THICK SUBFLOOR UNDERLAYMENT GROUP 1 _ PSON BP1 2 3p . / ) CAPABL O STAINING A BEARING PRESS RE OF 1.5 T N P R AR F T T BE APA N R R T N R M T 7 BE LUEO TH � E SU U O S E SQU E 00 , O 1 TE 10 ONGUE A D GROOVE EDGES. ALL UNOE LAY EN O G WI Y . .......... RVERIFIED NTH JOB. F LL MATERI S N SITE WH N EM D HA L REPLA D N T T N A F APA ERF RMANCE SPECIFICATION G-01. FL00 JOI0 E I AL O E R OVE ,S L BE CE CO S RUC 10 DHESIVE WHICH CON ORMS TO P O AF _ REINFORCEDW TH PR N N E L PLA N AN P t AP OVED E GI E RED FI L CED I 6"LIFTS D COM ACTED TO 95% Z8 ;ANCHOR BOLT. T $ _ Ical S / _ hedrw �. .___,..,__._.. .:.... n� ". : all Elevati nMAXIMUM DRY DENSITY AS DETERMINED BY ASTM D•1557. { . ._.,.._..._..__.._...:-.�._......._........ .. 7 1`� CONCRETEr 10. ROOF SHEATHING INSTALLATION NOTES. : <., � - DOUBLE TOP PLATE � d N DIMENSION ACROSS RAFTER/TRUSSES 1 PANELS TO BE LAID UP WITH LOG C . . FOUNDATION NGEXCAVATIONS M 1N S Y t3 : ,- UND T10N 2. FOOTING SHALL BE FINISHED H D B HAND PROOF O WHERE REQUIRED ;JJ E 00 ROLLED E QU ICJ+ ., e NTH THE W H EACH COURSE LAPPED WI E COURSE BELOW. , WITH E C SE LAP C U O AND SHALLE O BY THE NIC ENGINEER . ...__ ..... .::..:.B APPROVED E GEOTECH ALE G NEER BEFORE 7H PLACEMENT OF ._ . ... _ .._......... .. Y� y� N CONCRETE. ALL MINIMUM OF 1/16'SPACE AT END JOINTS,AND 1/8 SPACE A7 EDGE ,_, _ EXTERIOR STUD WALL JOINTS. DOUBLE THESE SPACES IN HUMID CONDITIONS. P PLY-CUPS BETWEEN RAFTER A E JOINTS. I PROVIDE PLY-CL ETWEE S AT EDGE JO TS. NAIL WITH >. _ - Pi !TPLACED : .3. NO FOOTINGS BE IN WATER R N __._._-....._............_ _ .. OO O , .,.,,::.._.. ......_..:�.-.................... _ SPIRAL THREAD Sd NAILS. iSCHEDULEV] O NAILS SPACED 6"O/C AT END JOINTS. , _ _ - 4. N BOTTOM OF FOOTING ELEVATIONS SHOWN ON THE DRAWINGS ARE PROVISIONAL B G O L UNTILSPACED 1 AT - NAILS 2 O/C INTERMEDIATE SUPPORTS. - CONDITION OF THE SOIL IS VERIFIED IN THE FIELD AT ALL LOCATIONS. ._: - _; SIMPS ON HOLD `DOWN ANC 11. ALL JOISTS LOCATED UNDER PARTITIONS TO BE DOUBLED. _ - HOR 5. BACKFILL SHALL BE PLACED TO EQUAL ELEVATIONS ON BOTH IDES OF FOUNDATION D ADHESIVE MIN. EMBEDMENT . WALLS. FOUNDATIONS WITH F L N N :,: s: r :, FL 11A11 TRAN DA S I H BACK IL O ONE SIDE ONLY SHALL BE SHORED OR HAVE ",-�;;............. ,",-",„ __ _OOR TO FLOOR L_.._ SFFR <'C .. n w:.,: __ : FLOOR O PERMANENT ADJACENT TR T N LA SUFFICIENT H ; � ; -EL R T FLOOR LOAD TRANSFER CONSTRUCTION ION I PLACE AND OF SUF ICIEN STRENGTH BEFORE 12. ALL STRUCTURAL LAMINATED OR PREFABRICATED - ..U L I D IC ED MEMBERS M.L.OR L.V.L TO BE -- BACKFILLING. - _ ' ' 1 FABRICATED OF MATERIAL FOR Fh-2,600 PSI AND E 1 900,000 PSI OR GREATER AS _ _ I L^ MANUFACTURED BY THE TR SJOIST CORP.OR Olf t� r) - U GE GIA PACIFIC OR APPROVED _ F EQUAL. _:.. ,.__.._.. .::.._ _ ..:: 6. IF WATER IS ENCOUNTERED,MACHINE EXCAVATE TO CORRECT LEVELS AND INSTALL - - '" : ) R /C USHED COMPACTED D STONE R N C ACE S O E O LEAN CONCRETE;TRENCH DRAIN AND PUMP WHERE 1 A P R _.3. BEAMS MADE U F MULTIPLE PL MICRO-LAMS ,D O U I E C S OR VL T L S TO FASTENED USING 2 . R � >� PICA REQUIRED.CONTRACTOR TOR ALL PROVIDE N / � � L Q O C SHALL O CONTINUOUS DRAINAGE BY MECHANICAL METHODS , >, � W N D E aRAI G ICAL ETHOD " f� . r�Blrl1. S TIE DOWN DE_. SHEATHING TAILS TO _...�... -:_:_ _._...._ ..:_ ....._......_...._ _....::: N i CONTROL SURFACE AND UNDERGROUND WATER A$REQUIRED DURING CONSTRUCTION. ROWS OF ACCORDANCE NCE WITH TRUSSLOK FASTENERS DI 12 O!D STAGGERED .ALL NAILING 4_ NAIL SPACING C7] TO BE IN CORDAN E WITH THE APPLICABLE ,< 3 AC C E C LE BUILDING CODE NAILING SCHEDULE. - ., - e <, 7`� �.1" q. p ' WIND "SPEED 110 120 AIPH 7. CONTRACTOR SHALL ENSURE THAT GROUND WATER LEVELS UNDER ADJACENT STRUCTURES ,�� � � f EDGES r FIEF N 14. ALL CONNECTING HARDWARE AND FASTENERS TO BE SIMPSON BRAND R APPROVED ._ f-- _ AND PROPERTIES ARE NOT LOWERED. S O O O � E �y r '� EQUAL INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSN T y O.C.RECOMME RECOMMENDATIONS. �r �" _ /� � a�� O.C.F� y _ } W/ 8. THE OWNER THE ARCHITECT AND THEIR CONSULTANTS ASSUME NO RESPONSIBILITY Cl(DNst� FOR THE VALIDITY OF THE SUBSURFACE CONDITIONS DESCRIBED ON THE DRAWINGS, SPECIFICATIONS TEST BORINGS OR TEST PITS, THESE DATA ARE INCLUDED ONLY TO CARPENTRY STANDARDS ASSIST THE CONTRACTOR DURING THE BIDDING AND SUBSEQUENT LOCATIONS AT THE TIME A ALL STRUCTURAL TIMBER TO CONFORM TO THE LATEST EDITION OF NFPA"NATIONAL -.... -- THEY WERE MADE. DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND ITS SUPPLEMENT"DESIGN 9. IF ROCK IS ENCOUNTERED,EXCAVATE T-0"BELOW BOTTOM OF FOOTING. PROVIDE VALUES FOR WOOD CONSTRUCTION". GRAVEL FILL COMPACTED TO 95%DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR -- METHOD. B. PROVIDE DOUBLE STUDS MINIMUM UNDER ALL HEADERS OR BUILT UP BEAMS UNLESS OTHERWISE NOTED. SUCH STUDS SHALL BE MADE CONTINUOUS FROM THE POINT OF LOAD TO THE FOUNDATION. C. ALL TIMBER POSTS TO BE PROVIDED WITH PREFABRICATED METAL CAPS AND BASES STRUCTURAL NOTES SEE DETAILS WHERE APPLICABLE. D. PREFABRICATED FLOOR JOISTS TO BE TJI JOISTS BY TRUS JOIST OR EQUAL, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. E.ALL LEDGERS TO BE FASTENED USING 2 FASTENMASTER LEDGERLOKS AT 16"O/C OR 3/4"0 EXPANSION BOLTS AT 16"O/C INTO CONCRETE . PLYWOOD SHEATING PLYWOOD SHEATING ROOF RAFTERS ROOF RAFTERS 3"X3"PLATE WASHER (SIMPSON BPI/2-3) (10) 10d COMMON NAILS SIMPSON H2.5A 5/8"ANCHOR BOLTS HURRICANE TIE SCALE: 1/2" = V-W, SIMPSON H2.5A EACH RAFTER 1/8" = V-0" @ 4'-0"D.C. HURRICANE TIE - GRADE C�NORTH WALL iv 3"X3 PLATE WASHER •.• EACH RAFTER DATE: 11/12/13 (SIMPSON BP1/2-3) • WIND PROVISIONS Vest REVISIONS: IW ANCHOR BOLTS CONTINUE PLYWOOD ® 4-0 O.C. CEILING JOIST-] TO TOP PLATE 0 ? #5BARSTOP CONTINUE PLYWOOD RIM BOARDCODE: 780 CMR 8TH EDITION IRC 2009 O ( ) > 2 5 BAR TOP TO TOP PLATE CEIUNG JOIST O I� S STUD BEARING BASIC WIND SPEED: V = 110 MPH TABLE `R301 .2(4))` A WALL 1/2 PLYWOOD » sruD BEARING SHEATHING EXPOSURE CATEGORY: C 1/2 PLYWOOD WALL (DO NOT,LAP) SHEATHING WIND DESIGN METHOD: AF&PA WOOD FRAME CONSTRUCTION A MANUAL 2001 (1)#4 BARS MIDDLE 0. HURRICANE TIE W,/'CEILING HURRICANE TIE W/ PLATFORM CEIUNG o ,0 1 NAILING SCHEDULE 1 4 BARS MIDDLE SPACING O # LOCATION SHEATHING FASTENERS BLOCKING REQUIRED EDGE FIELD AT PLYWOOD JOINTS i< PLYWOOD SHEATING EXTERIOR WALLS 4 `DOWELS ® 32 O.C. EXCEPT'_DESIGNATED 1 2 P STRUCTURAL # ROOF`RAFTERS ( / LYWOOD 8d NAILS 6 O.C. 12 O.C. YES #4 DOWELS @ 32"O.C. SHEAR WALLS SIMPSON H o PS N 2 5A " " NOTES AND INTERIOR WALLS 1 2 DRYW O " HURRICANE:.TIE / ALL SCREWS 7 O.C. 12 O.C. NO tV EACH `RAFTER .ROOF SHEATHING 1 " /2 PLYWOOD 8d NAILS 6 O.C. 12 O.C. " NO DETAILS FLOOR SHEATHING 3/4 PLYWOOD 8d NAILS 6 O.C. 12 O.C. NO "I (2) #5 BARS BOTTOM (2)#5 BARS BOTTOM t] CONTINUE PLYWOOD i 2'-0„ j 2,-0" TO TOP PLATE STUD BEARING WALL 1/2" PLYWOOD O BUILDING PERMIT SHEATHING SET 4 TYPICAL 89 -0" MAX ' FOUNDATION HURRICANE TIE WZQ CEILING 0) NORTH WALL FOUNDATION DETAIL (SEE SECTIONS,SHEET A4.1 FOR VERTICAL LOCATION OF CONC.SLAB) _SCALE: 1/?" = 1'-0" O TYPICAL HURRICANE TIE DETAILS A5 ,01 ..s .t • BAXTER NY , E , ENGINEERING . . LEVA T & ELEVATED STAIRWAY W R AY DETAIL f D PFl .E. LF E S 3-5059 i , . 0►d�r d T QonN>ioi■' 2M6 _ RV - SU Y, � � SURVEYING • I G r .r r r+ 4 TREA TED POSTS ct' ON CE�i..•Frr. •Y` C'ONSERI/ATION NOTES 1y d i Re gistered Pro fessional _ o esslonal m /1LLAw 1 sP � . Eng ineers ACwG AMt , , >BE1�EN ST TREADS ,< .... Y.., ..y�� ....�/ ,rye 1♦ NO .V IS BE DOIiE INR FDAIIS A& NIIH B AIAN6 IAECiIAIIED y d Land Surveyors- .. FNOTOGWPW AIdE S1ANflTlD 70 001�SERI�M110N RELATE SLOPE OF STAIR J1 T O ,SLOPE OF ,GROUND i . SITE 2. Wf OF NOIJK SNALI. COMM OF Igl'BALES AM SlT FEfIC/rG •t m wNr N' . . -.. North Street eE A/ED a000 I+t� eat uNn. oowPLFTION at- .. 3rd Fl Pa�o�cr. oor x , M a, Hyannis, ssachu t s 1 s � _ . , ,. set 0 6 ooPr of ntE�s-eulr r�touNo�noN Puw ._ �. ,_ r .� , 2 0 s�w,L eE oar To ., , - . � ., � . . Y ,FIAlO` . . ,RAM. ..:... 4.' w .. .,. .., .... .... 1 ALL 1lOOf_ lEl1aRS SiNLL ro oRl► OR .. _ .. .. . . . : ..... .. . . .. ;, ,, ;. Ol9dMR6E NFllS OW ,. , .1TiEIrC1ES Y KKK( ._- _ _ RAC �, , .- _ ., ,_,. one �/+/� Y , . 508 / /1 A$. YIMIIWI FLAVM PLAIN siw,L'eE PrWwm Y x r oor+sunalou TREADS OR �n�u-tuo�w oEacwc . . �., t11A1 r Fax 508 771 7622 Y T CLEA OR D ,ADO ., ... rr n _ baxt GALVANIZED ern : orn T CONCRETE BLOCKS ABLE END SECTION STAMP F REGUMZED STAMP L SAPOw N QE OF�t M N M R s P <SAl c, T E y R y s c SN A�. N M. GENERAL N(YI�,S . A to LCARRY ..� �N B POSTS 5 BELOW GRADE l�NE R -� OOK 9 9 1. (�o 11E NI@R� .4 i!S PUW S 10 SIDN P'tW'iQSB) �1(AT 5 P uoGls � s 17 M1a.3 0 A 216 _2 -o � 3 a v 0 0 0 F GIs R G C , S s.T TE �:' I R s S T E F 'C� f LOCUS s o OOIpA3t�Of. s s/ r a 0 E /iL / / 3 / eyalts�oieitF ASSt'.�R'�rw �. . 5 205 sot tm c � q/bOrl r r UND C(UIf PUN 15157A Y 1933) .NA. i ( i 1 CERIROAIE�1iTlE 190105 >t I �a ) I I I C N 1 I I i O SULTANT I uoa�s'� . 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I 2 1 5 � L 2 w s ' I Wwun eulr�Ns OR t F 1 'TL F 1 I; SIORES•igEVER 6 LESSER) ELEC. METER AP COW I 1 � 1 I `o H C R 0 \ P i ` I l� 1 1 0 S. A N _1N�SF1AL91 1S NN iW F� - B®1 P�i'� 1N6 S1E ��7D R K o► ) C 1 - A I�E� wll.SBNC11 6P SNNL E PBMi>p® O1WS►W a _ 1 { 1 0 K 1 9 <, i P � >o W 1 i �UI . 6 W E N1�IYN19bNi1 S� OI�F �M1W1�1 E AIIrIrF Y s i _ A V 1 W 0 I - OQl�7NC OF FM A10�► N 1 I R i h D i - I 0 1 o :- A � , L 0 E � 7. I. I `' 11E... I E�OSINC S�1�II11B 910NM 16®N/� F>Id1 NL"E ) !�® 0111E i'�/p fBD L I o S1A1rEY 4\ I ,- PER f'i. I QD 0$ • o 0 G w PE>if�1 6r B""'�t/ME Bii1®i�.i SIAIEI/6 0l1 YM�H 2111110 iIloleeet V.avtz I I I :E i i sf, � l i 1 0o�11�w�r NIAI�R 2'SOoiot Done�S I !L O • - to 1 1 THE �New�wP tl�s Was wwa d ¢ i aotl� s �s W w A10 11 # Y10 E i G B. T �� RE �) / T E 4 AL t S I I I ( I 9. I _ ) : P � _ DECK \ C G • tlq� EC t NK K SiIE iS NIOr Mii/�1 AN A I C.EC. OF - 5 � CIIrIKyll. EMATIOI�MAL. 1 � C W P i 4 G . I N E 1 s N stiE is Nor IInFIN pit OF Atrp ESt�M1ED w�em�T i of P DR �DilFE PER O X YWELL a I1 _N NFESP WP 1 C'� 9. OCiORii 1008 b 1 3 'E37MNTED iMNfATS OF, D { RARE MN.DIJ�E' O R _ 8 OUT 9. _ FOR iRSE N11}1 W TIE f -: NEilIY�S PROTEC110N ALT 1,� ilET,'UA110NS 3 O CUR 10 P � m SIIE DOES N0� OONGN A CE]t'iFED YEnNAL POOL PER WP r 1 NESP OC'10lIER 1 2006 �- W '+cERriFlED VERNAL Pools.. � P A G ILON PRE W 6Q0 CAST ' NOf TAIW� SIZE IS A PMOITIIY HA61fAT PER NESP YAP 1 t :1 W a OCiO�R 200e P ER' CONCREiE K PUMP C A1�16 C U d R� '�ip/NY t1ANfATS OF\ _ RARE SPET�;Sr F01r SP'BC�S UI�NEJr SE AWALL ALL r THE � > _ F- ENa1M6ERED sPBpEs Acr REDl1lA 1 e- -D Wows art to r- / •�yf� ...ate o A _1 sraE APF�novEn r�c zowE cwol>wo_ rreawrr�t Q r �ooa G • PROIEIrT10N1 ARFA K "ITT AN _ ool�aETE SEAWALL_ Au _ IN MALL RETAINING.- T RE SITE NOT TIfIW A 1�N —STONE OE51G'1Mlm 2nFE OF A YBALES OONSTRUC w 1 OOwtRBUliON"TOAI,L TED 955 UNDER Td P'I�.IC N11ER 0 CONTRACT SUPPLY_. C . 1 BENCHMARK. 1 _ _ H ED .2� NO 509 M ASS 1 ,.._. _ _ oP.w a w W VTSKXI OF A a - TQtwAYS /�y� "tr1AG NAILw PA ` _SET VD�AE'NT Sf1E B NO'f LbGTED TA1iii1 A 11 20tE Of OOwiRNU110N A. fi SALITNIER ESTIAARIr YEW J iF l� �A110N .360-�5 ; ELEV. 15.87 � ..� i A5 H 1 -�99:7B MASS W H I _ AEA TOP OF AL 14.1 _. N7►OPQI 10 GR E _. F- � STARS , -. .. .... ME Cdi11RAC'11'Nt ACf V SINLL`OdiR OG At SAFE 1-lNe-�- AIO UNlIir E SANE$10 E __ STARS w TO� LOG1E ALL w ElOS1N6 AT. . !FAST HOUIS n PArolr sr ro TIE ATR ar . . ARS u�uiq oolr>slaucAON. 3 M. sT DOS7N6 _ . . w OOfd/5 il�Es AIIE- - Mom' . R IIIIAE� . . . - . . ._ LED - .. N pr.Y INY. . NOT 8E lY1B)ro- iEF9t AND , ST ING BULKHEAD QEIrK - _ tr NINiE emN PRQ�06ED AR`lER$ eASm ON liE A111Ae1E UiMY _ct � GUESL AEOdIQS Igim N�pL 1!E I _ CETITERED p1 00TT N N ( a . . . . . OON111ACIpi?A61EfS ro E FUI Y II6PON5ME Fdt ANit AND ALL QAIM6ES NNEH BENCIfii OOGiSTAED NW K 7- Dr I!E OdAAACIOR'�. . . . . . .. . . . . .. . . . . F111�W tDOAIE SAD .. . . . - . . - . - . . / 1r3ME AiO U1ll1ES :..... ...... ..... r Y DWELLING , 1 : Q ` EXACTL F1EU v o - . . . .. . . . . . . . . .. N A N.TUC OOIOIAONS t�FAOY PUN . . . . . . . .. . .. . . . K E T liE 00tARAC'Iar SNALL t� . . .� . . ..--' . NFpI1M1D1, PARKING . .. . . .., . . . . . - NOiFY. . . . LIE FI161iEER Y®WELY FOR . . . , . . . . Pi06SME ilmE'SE11. .LEST . . TN- � 0U D • • • • SIIdMETt b WOOD STEPS NSDIR� EIR"AR S611NE TO TiE olraLNs Ar�s z ter oLE F®FT�I PIKE -,A PER 7 0 TO REYNN , FIiX 4�OEDt •-49.-Q2-17 0 PIt _ A lollw•oFx a Ar�IwrAer>E ne snE � F r r • a V • � �A� 116E 6 iA tylS - ` - — 3 i M Ig1ER SB�E JQ 1!E SAE 4i/Q�/b1 ialE PROPOgD 11ER SEkMCF 191.80• Wi'OF ' -PAOPIME 1ANK IA7flIH SSE"OF DOSING 1DO11W1 OF OF ! DM11/R I�OIND OANR."IM! ro eutaNs Noii 1010NL , U 'TAN( , ANE In LOT �1 -.. l AREA 70 PROPD�D AtTA/NIG Nllt. FA CE OF NO I;. w DOS1NrG ooNa�ETE w /fdAlAl�l IMUNf A90iR I#O�gM1�SEPIC S1�51B1 AT 12!l51N0 AME PER F111!FTIOiI CONCRETE SEAWALL SEAWALL PR�OP06ED RETANNG ALL , .. nwi' > ooN w eAlNsoulF ea•u of iralnl a3-a�-oa 0 AND E)asTING STRItCTED 1 ass UNDER STRUCTURE _ •o o _ SOIL DAM CONTRACT NO 1509 M ASS _ SO LOGS ATE. MAR(�i 11 Z009 t t9 151N0 AIiE SEPTIC 31S7EU. NFNiWM1 TiDE F1WI edft ff NDMAI i 9 0 090 SO. FT. D.P.W. D1 w VISION OF A A , N fERW Y5 sTT�N W. ; 29 ISLAND AVE.) KIDDER 0 6 � 124� ACRES 0 W WARIc B. ELEF VS. I ANTS TiOP OF 00/1S'TAL BANK n ! n BR cv Q 901E EVALUATOR: STEPHEN IrIA AMBLETYDE ALU TSON P.E. TRUST d w B. 0. H. AGENT: .> GONNA MIORAN d DI PIT 1 PIT TEST TEST 2 m _ _ G.S.E — 7.5 f ` G.S.E. —.9. f 5 v o A A 0 0 0 � <z P P 1%mw Lom SANDY Law p SHEET T 1 0 YR 1 10 YR 1 EE 1T FINE SAM FINE SAND LE 11 11 6 B cftdem'Plan n , 10YR56 - 10YR 6 , 33r 5 C C FINE SMD FINE SAND s - r 10YR6 6 `. SHEET ; N O t0YR66 / BENCifN1ARK., 1 120 20 / N - A T HYDRANT TAG BOLT ON FIRE 1rDRAN : 0 ELEV. 3. NGVD 0 0 e `F'ERC o s2 HATER o 96 0 RATE c~1MIN/IN EL'.1.5 DATE: , 06 21 13 A-AN HM TER ZO NGVD 20� (0- ) 0 <20 40 TAKEN FROM 'TiQAL FLOW PR'OfN.Es, NEW COA,SIUN r U.S ARMY EtVG1AND SCALE IN T t . FEE CORPS OF SEPTEY6ER 988. 0 SCALE. 1 20 DRAWN/D 1 ES GN BY. MTV CHECKED BY. 1 SA1M JOB NO: 2011-067 CADD FI LE. 2("170PVAMV -o6nP MV • MTM A�� u ohm�zm -u�ava�oTtzou . .•ems BARTER NYE1 ENGINEERING & Poo SURVEYING z r f^ 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE Registered Professional Engineers WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21. and Land Surveyors 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN. & ANY y'�s TM& LA('A1L RULES & REGULATIONS APPLICABLE T t BCALE 2. ANY CHANGE TO THIS PLAN MUST BE APPT OWD IN NRIING BY 78 North Street - 3rd Floor 1 THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED Hyannis, Massachusetts 02601 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. Phone - (508) M-7502 1 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO 8ACKFIUJ4G, , NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR Fax (508) 771-7622 -- INSPECTION. www.boxter-nye.com 'r PROPOSED FNISH FLOOR - 13.5 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4' SCFED 40 PROP06ED GRADE = 120t �!vmE0GVm 51 10 Ir IR it FLASH 61'm axim PVC. UNLESS OTHERWISE NOTED HEREIN. OMM 10 Ir MAW FNL9N WM STAMP STAMP FM COWR SHALL BE MIIIERIINR 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED. TO THE 01C HORIZON' . FOR A HORIL DISTANCE OF W SURROUNDING TIE ti,'tF FE ED = 120t CItlIOE N 120� 15� FIELD.HING AM REPLACE WITH CLEAN.25.55 70 THETOP ELFV OF TFE SJMID PER 310 CMIR /c� ,TEP MNti,• <XN - � popemm PORE 6. INSULATE All. PIPES AGAINST FREEZING AS REQUIRED WHEN! �� � a `� ' FM�m G1A10f OYOt LEAQF/N 11TEIrpN : 12.f Ir �' 61MADE LESS THAN 3' OF GONER. MK ' 9 ror(min) Ca 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 4 S m 40 PC � Nv our = 11A ION. 36' (max) Caller GRN�IDER DISPOSALS. -1 t FRST 2' (TO LEVEL,) 21Ayer 1/8'to1/2' 8. �� THE CONTRACTOR SHALL CONTACT DIG SAFE (AT /5' NV N = 10.8 �. 1 PVC ( , 2' 4 9CH. 40 PVC LF/0" 1- 1N-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL BAFFl E SLAP . EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START OF 1 3= :: `' �; f NV N = 10.0 . � . ,, , N,ly our = 9.8 LOCATION. BOTH HORCONSFRUCIM. THE IZONTALLY � � ��THE D(ACT CONSULTANT FE FCRCIM OONC11E7E WRE BAFFLE B' CINAM :,rf ,.., !Aj UTIJm BEFORE THE START OF ANY WORK. THE LOCATION OF STOKE BASE DOSTING UNDERGROUND Ui ums ARE SHOWN N AN APPRomm-m L r CAUSM WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOf BEEN IIDEPDDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATNE THE CONTRACTOR AGREES 70 BE FULLY DM I MU ION� BDTTOM OF SYSTEM - 7.7 FOR ANY AND ALL DAMAGES WHICH MIGHT BE 5' MIN OCCASIONED BY THE CONTRACTOWS FAILLM TO LOCATE THE CONSULTANT UTILITIES EXACRY. IF ELEVATION INFORMATION DEFERS FROM PLAN (N-20) Estifnabed GrounAwaber O Ebv. 2.0 NOTIFY INFORMATION. THE CONTRACTOR SHALL NOT THE DEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. im ESIINIOm oKxmowm LEvm VERIFY N FIELD THE LOCATION / NIVFRTS OF ELECTRIC. GAS TELEPHONE & DATA,/COMM AND RELOCATE F CONFUCTNG WITH MEAN HIGH = (FL 2.0 NAND) PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE U(m OEPIH N SEPTIC TAW OM OF CURET TfE BELOW RAW UIE TMITII FROM 01IIIAL F1M PROFILES. CONTRACTOR SWILL PRESERVE ALL UNDERGROUND UTILITIES AS ND ENGLA10 00IISRW US, AI W REQUIRED. PREPARED FOR: 4 RfT 14 NCHFS OaiPS OF BIG EFRS, SBnBff 190 5 FEET 19 INCHES 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE 6 FEET 24 000 APPROPRIATE UTILITY COMPANY. AS DETERMINED BY THE Wo& m V® 1 7 FEET 29 NM �I 8 FEET 34 NCH 12' - FNIM GRADE 36'MAX.-9'II�IN. �, COMPACTED FILL 2' OF PEA STONE N OR FILTER FABRIC 3/4- TO 1 1/2 30.5" DOUBLE 24' EFFECTIVE DEPTH WASHED STONE N 2, 4, 2, _ 28' 32' PLASTIC MC WG CHUMER DETAIL PLAN V" CULTEC 330XL OR EQUAL NO SCALE Q O w J A r IL U LEACM AAA am LOW DATE:Q/5►19 0 3 FESMEM AIL: 3 NMFA= BARNSTABLE °C x 110 gDm� SOIL EVALUATOR: 119 ISLAND AVENUE a t WK nE= RM - Mg QV SSTEVE WILSON, RE BOARD OF HEALTH AGENT: �E s� OW Law®) - N/A DAVID W. STANTON, R.S. FM Rw- - �rrJ1 (a ss 1) TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 UM - °`74 wD ' G.S.E = 15.0t - G.S.E. = 15.Ot - G.S.E. = 15.0± ' G.S.E. = 15.0t Z 0 MO VD/O.74 96/S.F. - 40 &F. AWL 1.. FILL FILL FILL FILL a 4 CIRM MOIL CWWW 91NN 4'SIM ON Irl SINES 4' 210 24& 180 U SILL Amt + " 2W - 1MI SF. NNIMI/Am 0, x 3n - mo sr A ; 10YR 3/2 ; SANDY LOAM A ; IOYR 3/3 ; SANDY LOAM A ; 10YR 3/2 ; SANDY LOAM A ; 10YR 3/4 ; SANDY LOAM > w 11aD1I.A wA_ 4N SF. 4N SF. x a74 �F - M1 fWD 34' 30' 'No 30' B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 4/6 ; LOAMY SAM B ; 7.5YR 4/4 ; LOAMY SAND w SEPIC 1lwf 5SI1 110 CPD x 2W - AID GILCH Q 1A caww Mm- on amm 44' 40 48 ' 0' 'D o AO CM9VJ MW- 3A GAU01 UK 2 COUFNRIIEIIT 13W GUM SNP INK C 1' 10YR 6/6 ; MED. SAND C 1' 10YR 6/6 ; MED. SAID C ; 10YR 4/6 ; MED. SAND C ; 10YR 4/4 ; MED. SAND � m 0 �90*EUF H 72' 70' 132' 132' Z Z; 10YR 6/4 ; MED. SAND C2; 1 OYR 6/4 ; MED. SAND SHEET.TITLE PROPOSED FNISH FLOOR 13.5 Septic ftstsm Plan - SENER INVERT AT GUEST HOUSE 11.0 132' 132' SEMER INVERT NIO SEPTIC TAN( 10.8 Detail s�t SEINER INVERT OUT OF SEPTIC TANG 10.5 NO WATER OBSERVED NO M►AIER OBSERVED NO WATER OBSERVED NO WATER 08SERVED SEWER M W WO WI M110N BOX 10.0 SEWER M W OUT OF DISM17ION BCD( 9.8 SHEET NO SEWER INVERT INTO SAS 17 BOTTOM OF SAS 7.7 ESIWTED GR tffiI II7ER AT ELEVAMN 20 1 CERTFY TENT N A W 194 1 UK PKSSIFD TW SOL M MICR OMMM IIPPWAD BY 'TIE OEPARMW OF BQ6DOIBM9I1X SPw2 PRO183 AID DINT TIE/Mf AIIAI.Y56 MIS PE18 MO BY ME =651E>rT' NM RE REgl 0 TRAIM EEFER M AID EIMM E OES C OFT N 310 CIR 15.017. D ATE : 06 21 13 S6NAl1>fiE WE SCALE: NOT TO SCALE DRAWNIDESIGN BY: MTM CHECKED BY:SW JOB NO: 2MI-M CADD FILE: 2M1-46MAkj _ __] 012011\2Ml-O67\QVL\PL07\20114)67SPAt&S&r2 2013&SM AK 1:X MTM