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HomeMy WebLinkAbout0285 SEAPUIT ROAD UNIT #A - Health 285 Seapuit Road Osterville - -- - i .,aF n27001 - jxy _ r CENTERVILLE-OSTERVR.LE-MARSTONS MILLS FIRE DISTRICT 1875 ROUTE 28 CENTERVILLE,MA. 02632' t (508) 790-2380\FAX# (508) 790-2385 OIL;HAZARDOUS MATERIAL RELEASE FORM F.A L0CATI tifI: AGGRESS OF RELEASE: /n 9 �_ r_ s.tl�r r r-�" /Yt GATE OF RELEASE; PRODUCT RELEASED _ -2 be ESTIMATED QUANTITY: ,it r e1 lei,- 11 A CORRECTIVE ACTION TAKEN BY RESPONSIBLE PARTY: h)a)+, r-49(1 to S NOTIFICATIONS: FIRE DEPARTMENT:YES t 1 NO( ) DATE: 1A TIME: ._ NATIONAL RESPONSE CENTER: YES( ) NO tQ DATE: -TIME:--� DEPT. OF ENVIRONMENTAL PROTECTION: YES( ) NO)4 DATE: - - TIME: �--' OIL SPILL COORDINATOR: YES ( ) NOS DATE:- TIME: --- TOWN BOARD OF HEALTH: YEA<NO( ) DATE:1dL-l.12 TIME:.l3f TOWN HARBOR11ASTER: YES ( ) NU l DATE: --~ TIME: ;-- OTHER AGENCIES: i C CiIMENTS; �_'0 Q !9)e,, rt►a .,r.�� � )10_� n_ i � r�4�: tre-,,,4 At a ci Iu.. <I'�talrI f.� .n / !Ata� <,l;C'IIf1C "!2 1n !.Ll} IAJAtL �_.� enC�/,��^t� . gin/ v ....., �..y...• - i REPORT FILED Br: �`�/• - t F A1 > /r ! �® fZ�-t , , �CJ DATE: I l/ WHITE COPY-FIRE DEPARTMENT YELLOW COPY-D.E.P. PINK COPY-BOARD OF HEALTH FORM 58 NMI I EOJJAXTIMER .� BUILDER LANDSCAPE • MILLWORK s 4D May 9, 2016 Town of Barnstable Tom Mckean, Director Health Division 200 Main Street Hyannis, MA 02601 Re: Geoff& Laura Rehnert 285 Seapuit Road, Osterville Fireplace for Party Barn Dear Tom, The proposed fireplace for this structure does not have enough BTUs to heat up the large space. It is strictly for aesthetic purposes only. This space is not to be used for sleeping quarters. Sincerely EJ Jaxtimer, President 48 Rosary Lane,Hyannis, MA 02601 508-771-4498 • 508-778-4911 0 Fax 508-775-4909 www.jaxtimer.com 4' E0 0 V JA BUILDER LANDSCAPE o MILLWORK alp CA CA May 0, 20.16` Town of Barnstable; Toni Mckean,,Director Health.Division 200.Mai.n Street Hyannis,,NIA 0260.1 Re: Geoff&.Laura Rehnert 285 Seap _iit Road, Osterville Fireplace:for Patty .Barn' Dear Toni, The proposed fireplace for this structure sloes not have enough BTUs to;heat Lip the large space. It is strictly for aesthetic purposes only. This space is not to be used.for sleeping quarters; Sincerely . EJ Jaxtimer, P`esident 48 Rosary Lane, Hyannis, MA 02601 508-771-4498 ° 508-778-4911 ® Fax 508n775-4909 www.jaxtimer coal r-w � • McKean, Thomas From: Dana White <dana@jaxtimer.com> Sent: Thursday, May..0.5,2016 11:12 AM .•C To: Health Cc: E.J.Jaxtimer; 'Jonathan Jaxtimer' r Subject: Attn:Tom Mckean, Director- 285 Seapuit,Road Osterville - Party Barn Dear Tom, The proposed fireplace for this structure does not have enough BTUs to heat up the`,large space. It is strictly for aesthetic purposes only. This space is not to be used for sleeping quarters. Sincerely, EJ Jaxtimer, President Jaxtimer Builder, Inca ,? 48 Rosary Lane Hyannis, MA 02601 508-778-491 1 Office 508-775-4909 Fax t ` -' a .. S' .. .. W r - • i'. ,. c. _ 1 . McKean, Thomas From: 'McKean;Thomas Sent: Thursday, February 04, 2016 8:56 AM To: Wadlington, Ellen; 'Sarah F.Alger ' Subject: RE: Deed restriction for 285 Seapuit Road:(re-sent due to typo in-address) In the file, I see a permit for three bedrooms for a studio, cabana,guest quarters and boathouse) issued in 2010. 1 also found a four bedrooms permit issued in 1989. Four plus three equals seven(7). I suggest the Town Attorney should review proposed wording on a deed restriction. From: Wadlington, Ellen Sent: Thursday, February 04, 2016 8:46 AM To: McKean,Thomas " Subject: FW: Deed restriction for 285 Seapuit Road (re-sent due to typo in address) put file in your boxy. -----Original Message----- From: Sousa, Vanessa Sent: Thursday, February 04, 2016 8:40 AM To: Wadlington, Ellen Subject: FW: Deed restriction for 285 Seapuit Road (re-sent due to typo in address) From: Sarah F. Alger [mailto:sfaC&sfapc.com] Sent: Wednesday, February 03, 2016 7.:42 PM To: Sousa, Vanessa Cc: Jonathan Jaxtimer(jonathan@iaxtimer.com); McKean,Thomas. Subject: Deed restriction for 285 Seapuit Road (re-sent due to typo in address) Dear Vanessa, As we discussed on the phone today, I am attaching the proposed deed restriction for the above property. I would appreciate it if you would review this document with Mr. Mckean and let me know if(once it is signed and recorded) it will be sufficient to allow issuance of the pending building permits for this property. I believe that he is aware of the situation. By way of background, I want to mention that this,property has an existing,four(4) bedroom, main dwelling served..by a four(4) bedroom septic. A few years ago, permits were issued for the construction of a pool cabana, "doll house;" and "studio," and a second, separate four(4) bedroom,system was design and installed. Of these proposed structures, only the pool cabana was constructed, and it was deemed by the Town to constitute one.(1) bed room.,The:plans for.the "doll house" and "studio" have been abandoned., Now, the owners propose to construct a three (3) bedroom cottage and to renovate the barn and main dwelling: The existing septic systems have total capacity for eight (8) bedrooms,which is the maximum now allowed on this lot by , � 4 I _ _ code. The barn will not be used as a bedroom. As a result, we are not looking for any septic permits at this time, only for authorization for the building permits to issue. Thank you for your help. I look forward to hearing from you. Regards, Sarah Alger - Sarah F.Alger, PC Two South Water Street Nantucket, Massachusetts 02554 508-228-1118 telephone 508-228-8004 fax Five Parker Road Osterville, Massachusetts 02655 508-428-8594 telephone 508-420-3162 fax Z Message Page 1 of 2 Wadlington, Ellen From: McKean, Thomas Sent: Wednesday, February 10,`2016 5:09 PM " To: Wadlington, Ellen; 'Sarah F. Alger' Subject: RE: Deed restriction for 285 Seapuit Road (re-sent due to typo in address) Good Afternoon, After further review of the.file and disposal works construction permits issued, I have determined that I have no objections to eight (8) bedrooms at.this property. An eight bedroom deed restriction may be recorded. However, on page 2 (last paragraph) of the proposed deed restriction which you submitted, letter"b" allows for the construction of more than eight bedrooms by right or by"special permit." I have not encountered this language before within a deed restriction. I believe any additional bedrooms would also require Board of Health or Health Division approval. Therefore, I request you seek approval of the'proposed deed restriction from our Legal Department . Sincerely, Thomas McKean -----Original Message----- From: Sousa, Vanessa Sent: Thursday, February 04, 2016 8:40 AM To: Wadlington, Ellen Subject: FW: Deed restriction for 285 Seapuit Road (re-sent due - to typo in address) . From: Sarah F. Alger [mai Ito:sfa@sfapc.com] Sent: Wednesday, February 03, 2016 7:42 PM To: Sousa, Vanessa Cc: Jonathan Jaxtimer (lonathan@jaxtimer.com); McKean, Thomas Subject: Deed restriction for 285 Seapuit Road (re-sent due to typo in address) _Dear Vanessa, As we discussed on the phone today, I am attaching the proposed deed restriction for the above property: I would appreciate it if you would review this document with Mr. Mckean and let me know if(once it is signed and recorded) it will be sufficient to allow issuance of the pending building permits for this property. I believe that he is aware of the situation. By of background, I want to mention that this property has an existing four(4) bedroom, main dwelling served by a four(4) t 'bedroom septic. A few years ago, permits were issued for the construction of a pool cabana, "doll house," and "studio," and a second, separate four(4) bedroom system was design and installed. Of these proposed structures, only the pool cabana 2/18/2016 Message Page 2 of 2 was constructed, and it was deemed by the Town to constitute one (1) bedroom. The plans for the "doll house" and "studio" have been abandoned. Now, the owners propose to construct a three (3) bedroom cottage and to renovate the barn and main dwelling. The existing septic systems have total capacity for eight(8) bedrooms, which is the maximum now allowed on this lot by code. The barn will not be used as a bedroom. As a result, we are not looking for any septic permits at this time, only for authorization for the building permits to issue. Thank you for your help. I look forward to hearing from you. Regards, , Sarah Alger ` Sarah F. Alger, PC Two South Water Street . Nantucket, Massachusetts 02554 508-228-1118 telephone 508-228-8004 fax Five Parker Road Osterville, Massachusetts 02655 508-428-8594 telephone 508-420-3162 fax <Deed Restriction re septic - bedrooms.pdf5 f 2/18/2016 No. �` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plitation for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair V� Upgrade( ) Abandon( ) ❑Complete System s[ Individual Components Location Address or Lot No. 1�2 1s pu,,If Pj Owner's Name,Address,and Tel No. `71213'.Y /r 05_e, il� �hher• �=16��• c��`lner SIFt�'os yG„ . Assessor's Map/Parcel S'/ (gyp Installer's Na e?Address, d Tel.No. 50�"' i 3 Desi ner's Name,Address,and Tel.No. 1 � �/YY.�I��it1 o-_60X �W15,jYA0%W Type of Building: Dwelling No.of Bedrooms Lot Size .�' �5 : sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs o 6A,rAlterations(Answer when applicable) c.L1'�Sd oea LnD. Jncnn, // Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system In accordance with the provisions of Title 5 of the Environmental,C de a not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed r' Date of 19 k Application Approved by Date 2- Application Disapproved by Date for the following reasons Permit No. -�, U 0 0 Date Issued .t2. No. 2 U I G I(J Fee UC/l THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y_ Zippfication for Disposal 6pstem Construction permit Application for a Permit to Construct( ) Repair V/ Upgrade( ) Abandon( ) ❑Complete System e Individual Components I- Location Address or Lot INo. �' � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Ogg Gpr7 �� vst ut III iahnpr-� %,��. <,c�r',n�r �lk�'lo y6" Installer's Name,Address,and Tel.,No. �j a�")'� 1 3� Designer's Name,tAddress,and Tel.No. `t 06ns�rcx�rdn;rtr,G s OaG a. r: Type of Building: 1 Dwelling No.of Bedrooms_ Lot Size ,Z• 5 �• sq.ft. Garbage Grinder( ) Other Type of Building ( No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title - Size of Septic Tank Type of S.A.S. Description of Soil t. , Nature of Repairs or Alterations(Answer when applicable) ..L r S+41/ "�PJAPR 4 , L,y, �r.o St- Au, w 4 - Q Y t t 1 62 f Yl -h.> eX l n L � c �4n,".k- Date last inspected: `� # Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system'in accordance with the provisions of Title 5 of the Environmental Gode and not to place the s'yo$S�5tem in operation until a Certificate of Compliance has been issued by this Board of/Health. , /' Signed , �{//J Date ct' /g� � r. Application Approved by , r (/�,� �' Date 2 f f, Application Disapproved by y Date I for the following reasons Permit No. .11, U /4 O L./0 Date Issued�/.)2 / 4 r THE COMMONWEALTH OF MASSACHUSETTS S p w er f'�c 1 ro r` Ur l Li BARNSTABLE,MASSACHUSETTS 10 T r/11"Certificate of Comphance /u iN THIS IS TO CERTIFY,that the On-site,Sewage Disposal system Construc t d( ) Repaired(/� Upgraded( ) Abandoned( )by , r� o at o 0. )j� PVJ C,S4-e_n yi I J�_- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 20 0dated Installer , - �� � �� % , ,t��L Designer #bedrooms d�f�,�} Approved design ow AJ l gpd The issuance of this permit shall not be construed as a guarantee that the system will ctiiooff as des g d. Date �� 0 i Inspector / ��,, <:�r `V N No. G(�' y�_ Fee %U d THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Misposal 6pstrm Construction Vermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at �j ()1 �- �- , 1n7�e 0)!I le and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit.r �` Date 7_ / ?2 /A Approved by ( � l✓ (�f v AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATIONa$r /lJ SEWAGE#OW/0-�� VILLAGE a4,-Ar ASSESSOR'S /MAPP&PAjRC�EL 09r ey7-,w INSTALLER'S NAME&PHONE NO.`�o/ ,Iol}� Lat�If�iS�✓ Y1 ��Z� SEPTIC TANK CAPACITY /5AV C4GCimrR��rrr �1d LEACHING FACILITY:(typeyo�: 4/e" (size) S1 8 NO.OF BEDROOMS r OWNER e'h,1,1— PERMIT DATE:f-/9-45 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S�f. Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wedland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) - Feet FURNISHED BY��oC�s 7`�f e, , Clh7Gr?�i \.;clJb _ .. � f_efir /4b^ 0 O 4 http://issgl2/intranet/propdata/prebuilt.aspx?mappar=095007001&seq=2 6/30/2016 - �� �- r--L----- cam_ _.—._._.__ __�� - r i i • fit, ly .F fir 44 PAi s _ - r f� f r q '!'•w l �l,i 1 t Y' - 1 f' r � - �, •.". -'f- i t :. -. (;-fr ., 1, «..... c»..'K'- ;�.�"`•'t'.. i a.r 1,r ", a��ce?,+.,;.,.a-. ,-.,._.�• ^`r- i.,.ae.+.sv;.e,t^,.,t..^r�'.. e.ea, a...,. .�.. .;-..�n....a...�`� 1` ..�. ,+qf..�w,-.y..�,.v. .. a..wrt...�.s:...a-..t.�. .r.a '•�'..,wp .�-..,.-�».ewr�-.# v: �.J^"*'iwcw.`.-.,..ff;,. .:.'.°p"'.'.+.,c�...,".-„....;,...,.w ra,:....,. i..�w ....+a5•:.ti.- .,,... ww� w«",w+�.• ,..,.,+....w..a,aa aw.�:�-t...•S ...:p.:.,».+..drF...��.�.+vw•�.^.� ......aA.,t, ..+++.,p-`--•,..`w,,,-.,w.w«." y�F t8 F p0 i �ARY9Tl$Li:, i . y NAM IL 0 pp s63q. `gym Massachusetts Department of Environmental Protection ILIBureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B -- Certificate of Compliance SE3-4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and § 237-1 to § 237-14 Town of Barnstable Code A. Project Information, Important: When filling out 1, This Certificate of Compliance is issued to: forms on the computer,use Geoffrey&Laura Rehnert only the tab key Name to move your c/o Baxter Nye Engineering &Surveying cursor-do not use the return Mailing Address key. Hyannis MA 02601 Cityf'rown State Zip Code r� 2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to: Geoffrey&Laura Rehnert Name FEB 23, 2009 SE3-4794 Dated DEP File Number 3. The project site is located at: 285 Seapuit Road Osterville Street Address Village 095 007.001 Assessors Map Number Assessors Parcel Number the final Order of Condition was recorded at the Registry of Deeds for: Property Owner.(if different) Barnstable County Book Page 1,108,661 184943 6 & 8 5728-G&.5728-H Document Certificate Lot# Plan# 4.. A site inspection was made:on:. SEP 13,2011 Date BA\TER NYE ENGINEERING&SURVEYING 78 North Street,3rdFloor Hyannis,Massachusetts 02601 wpafrm8b.doc-rev.12/2WO Towaof Barnstable revised.61112010 WPA Form 8B,Carlifiate of Compliance•Page,1 of 3 f Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form 8B Certificate of Compliance SE3-4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP and.§ 237-1 to § 237-14 Town of Barnstable Code B. Certification Check all that apply: Complete Certification: It is hereby certified.that the work regulated by the. above-referenced Order of Conditions has been satisfactorily completed. ❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the above-referenced Order of Conditions have been satisfactorily completed.The project areas or work subject to this partial certification that have been completed and are released from this Order are: ❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above-referenced Order of Conditions never commenced. The Order of Conditions has:lapsed and is therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act may commence without filing a new Notice of Intent and receiving a new Order of Conditions. ® Ongoing Conditions: The following conditions of the Order shall continue:. (Include any conditions contained in the Final Order,such as maintenance or monitoring,that should continue for a longer period), Condition Numbers:. see attached.page 4 C. Authorization Issued by: Town of Barnstable JAN 31, 2012 Conservation Commission Date of Issuance This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the applicant and.appropriate DEP Regional Office.(See htti)://www.mass.gov/dep/abouUregioh/f ndyour.htm), Signature wpafrm8b.doc-rev.12/23/09 Town of Barnstable revised 6/112010 WPA Form 88,Certificate of Compliance Page 2 of 3 Town of Barnstable of 114E t Conservation Commission 200 Main street ' BARNSrABLE, * Hyannis Massachusetts. 02601 y, MASS: t ArD Mpl�' Office: 508-8.62-4093 FAX: 508-778-2412 Attachment to WPA. Form 8B - Certificate of Compliance Massachusetts Wetlands Protection Act M.G.L. 131, 440 and § 237-1 to § 237-14 Town of Barnstable Code B. Certification Ongoing Conditions (continued from page 2) Special condition# 14: Note: Drywells or graveled trenches along the drip lines shall be maintained to accommodate roof runoff fxom the cabana. .Special condition# 15: Note: Pool and spa are disinfected with ultraviolet light. Drawdown water.shall be sent to the leaching basin. Special condition# 17: Note: The mitigation landscaping plan by Phyllis Cole has been implemented. Issued To: Rehnert DEP File Number: SE3=4794 Page 4 Massachusetts Department of Environmental.Protection Bureau of Resource Protection - Wetlands DEP File Number: WPA Form $B — Certificate of Compliance SE3-4794 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided byDEP and § 237-1 to § 237-14 Tow of Barnstable Code D. recording Confirmation The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of Deeds or the Land Court for the district in which the land Is located. Detach on dotted line and submit to the Conservation Commission. -----------------------•-----•-•---•-•---•-•-•---•-•---.-._._._._..-------------------------------.--_. Town of Barnstable Conservation Commission Please be advised that the Certificate of Compliance for the project at: 285 Seapuit Road, Osterville, MA 02655 SE3-4794 Project Location D.EP File Number Has been recorded at the Registry of Deeds of: Barnstable County for: Property owner and has been noted in the chain of title of the affected property on: Date Book Page c� z w If recorded land,the instrument number which identifies this transaction is: a 0 � o0 z M N a^.G (sj 4 V w L N If registered land,the document number which identifies this transaction is.: z z � � w z (}cp,_ e 1 s.1 v4 r 442 02-13-2012 11 n 51 z Document Number r4 w Signature of Applico 4 wpafrm8b.doo-rev.12J23109 Tovm of Bamstable revised 6/1/2010 WPA Form aB,cortiricate of compliance-Page 3 of 3 Town of Barnstable Regulatory Services c� Thomas F. Geiler,Director LASS. Public Health Division 1639. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: VI/ Zo i t Sewage Permit# ZC;I D- SlGO Assessor's Map/Parcel 09S 007-00� Installer&Designer Certification Form Designer: Sk-c�o►a¢,,, n (,fitlsu.� I?E. Installer: T3ar-4,lDffi Cmst% Address: Address: o, e 70 Y 78 mc)"l-ti, S% H� I WMS. O Z 6 0 l hi ars l c4AS Milk O Z.G 1-f8 On // /y 2o o 13orEpLepkf i Cv-nS+. was issued a permit to install a dat ) (installer) septic system at 2 a S S c_u12o%i- ' Rca 4 based on a design drawn by (address) S-k%2tiurt A f)i (scot � P.t. --dated 1IL16 /0010 (designer) §;, fY I certify that the;septic system referenced above was installed substantially according to the design, which may include minor approved changes such_as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. , I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component, of the septic system) but in accordance with State & Local Re ations. Plan revision or certified as- by designer to follow. Stripout(if requir ted and the soils were nd s sfactory. STEPPHEN ALLYN _ _ o WUON a (Installer's Signature) " t�a,,302te 01 S�®DIAL esigner's Signature) (Affix Desi p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL -NOT BE ISSUED UNTIL -BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. d2oDS- acres; a 3 q:\office forms\designercertification form.doc Town of Barnstable r n 3iv oF�ne row Department of Regulatory Services BARNSTABLE, : Plublic Health D1V1SlOn Date / ° 7 v q .MA89. 200 Main Street;Hyannis MA 02601 A�fD MA'1 A Date Scheduled r) Tune Fee Pd. Soil Suitability Assessment for. Sewffe isposal. Performed By. W iUtessed 13y; V b1/ n`' >• �. LOCATION &.GENERAL INFORMATION Location Address ,``" P Owners Name G iti .h h p s 4 r^vl l le: Address t.Jca j r rt t YimS .C).2�3 Assessor's Map/Parcel: VA rx.4o D°!5 pe"y 47 _��'! Engineer's Name :3 j•-cuc. (J?i NEW CONSTRUCTION ! REPAIR. Telephone# g;i• %71. Land Use Res � t cz�F�a I Slopes(%) Surface Stones n a ti Distances front.. Open Water Body ti 7 15 ft Possible Wet Area n<•l tt Drinking Water Well tt Drainage`Way ft Property Line'' ft Other ft SKETCH.(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) �\\ ?Og.} {lY §,� .k`o- h• geg L+Dv 6n.�1 �' � } j j �Fh'�N.A f`• �� 1i 'oOry `gyp 44 �N 'Y ° - � �b\ �Y j '-� � f�`��• k�q�d��f (�G"'t}� qr }'fin/e�� \\��9�, } - ' x � I �A F l V 1` A" k 5' C= C=) `\ , y �. Parent material(geologic) Jf(ac id l'®u Fwcsh Depth to Bedrock 3a► W Depth to Groundwater Standing Waterin Hole: Weeping from Pit Face Estimated Seasonal High.Groundwatcr DETERMINATION FOR SEASONAL HIGH WATER TABLE. Method Used:. Depth Observed standing in obs hole: in. Depth to soil mottles::mr Depth to weeping front side of obs.hole: in. Groundwater Adjustment tt, Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date /o�i7 Time 'ov ,rt Observation Hole# Tune at 9 Depth of Pero Tone at 6" Start Pre soul.Time u Tinie(9"4) End Pre-soak II uy,a 4+ t®0l6 7 � (iM c R ate M in./htch / , Site Suitability Assessment: Site Passed A / Site Failed. Additional Testing Needed(YIN) li! original; Publicslealth Division ` Observation Hole Data To Be Completed on Back b. ***If percolation test is to be conducted within 1001.of wetland,you must first-notify the Barnstable Conservation:Division.at least one(1).week prior to begipning; Q UEALTH/WNPERCFORM b4 Z O o 8 0 0'7 : 0.3 Hole#DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders.. Collaistetiov.%Gravel). -Y vg V/� LZ Wt �.;,ti Sid c 6 �� _:. a �dH6.—vvl�• . 10 YV2 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon- Soil Texture Soil Color I Soil Other. . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 71 = 7-5 OR -'151, 91 qvz So°- 90' C� Yhe�, Sc Q 10 ye, 6/4 --- 90';.. C3 Sn DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.° ra el b- C,: rfi N /Z 12 SA YR 0�1 ._.. Nd cJ��•� �b� , DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horiion Soil Texture Soil Color Soil: Other Mottling (Structure,Stones,Boulders, Surface(in.) (USDA) (Munsell) Consistency,°°Q r a ve 7.5 `ZY^ SyG C/., Sum 4 G.�•,�=:a t o: �l�'Slg . ' F"i n c.-vrt.aA l o if t2 7��. 5u _132 �a Flood Insurance Rate Mao: Above 500 year flood boundary No_ Yes _ Within 500 year boundary No X Yes Within 100,year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption.system? yes If not;what is the depth of naturally occurring pervious material? Certification I certify that on AlyrA l4i;5' (date)I have passed the soil evaluator examination approved by the Department'of Environs-rental Protection and that the above analysis.was performed by me consistent with the required training;expertise and experience described in 310 CMR 1.5.017. . Signature Date /1 /1 2G/d zG 22 07.4' Q:H EALTH/W MERCFORIv1 l ;frYh Town of Barinstable r# E� ►� Department of Regulatory Services tr .F } I Public Health Division nave 6 V. v .•MA88 .aJpr �a 200 Main Street,Hyannis MA 02601 /0'.9 r Date Scheduled �.vo Time Fee Pd.: Soil Suitability.Assessment for Sewage Isposal Performed By: Witnessed By:: rV, LOCATION& GENERAL INFORMATION Location Addresst;, 'a2c,cr4(� - Owner's Name :.G, :Iehnt.v I Ct Wlni{c' . (�wSe oi2e. Address r,Jcs�z tip C9Zal`' Assessor's Map/Parcel: M o ' _b`l d P", c l l C1Y Engineers Name M i-_6e (.,Lj i (r�c vi a x 4cy wed C*_,. NCW CnNSTRUCTION i� :. REPAIR` Telephone# �_, +,._.-�_ I w;r "a ' r f �r Land Use h a I Slopes(%) Surface Stones /9 0 ti� t Distances troni: Open.water Body ", �. ft_ Possible Wet Area "'l 10 I. Drbtkiitg Water Well t2 Drainage Nay, ' R Property Line ft Other SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes).' . w aq ii 1L'YIa'c5�(�i'+xra •��-- ''� 4, \ ' ' \�• ,wok;, . ,� : 8 . A tf \. \ •q \ tJ�.\ I f�� � � : �N .'ter, rY �z - ��`j '� � 1 ,I i I �R4 '"a"AC i�'x; •� nv`�� 5� n��� yJd�ti�� .,,�, �O Uli'tt ''a�5 ,o,�oa�°"�-�"-"" p q\�,! \ •�'����b � �'L�,�y�qi� �� ,�K� i s��,.,� .'{t 1fw ', . ... O ol ♦ __ eo �✓.�,j ',,'r\.•_ �.�_\ +n \°m. \J• •!1 .t,i• ,, It 6 t: fV �•.•�...'• ewes � .\, V,�\k V� 't:•I`,.\\� \�\ ',• 4� .. � ��'' \ 't `"t\. \ .mot •' \ $t \ \ \t\ x,:tv t` 1t 1�I ►t� `,� \ t �] j7(7 y, � �, .t1 1 '' 't t` tt:' �♦'�ra;'a"\ 1t•.a 1 1' .0' y �.'.. �. Parent material(geologic) GC u WGsM Depth to Bedrock m II CO t70 Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face w— Estimated Seasonal,High Groundwater DETERMINATION FORSEASONAL HIGH WATER TABLE Method Used: : Depth Observed standing in obs.hole, in.: Depth to soil mottles in Depth to weeping from side of obs.hole: in. Groundwater Adjustment f1 Index Well#, Reading Date; Index Well level Adj.factor Adj:Grouldwater Levci PERC TEST:' Date Tyne eor�i►%► OLATION Observation 41 Bole#,..' . Time at9',: : �Z y ` Depth of Pere `i le at 5" Start Pre-soak Tiine a 2.c9 ' . Time(V-6") End Pre soak' _. lJK S U Oro► l�O0 lG RateMin./lnch 7 $ artt•+'.In.cA Site Suitability Assessment Site.Passed F. Site faded: Addilionnl Testing Needed(Y/N) original: Public Heallh,Divisloi, Observation Hole Data To Be Completed on.Back--- - ***If percolation test is to be conducted within 100' of:wetland,you must first.notify the. Barnstable Conservation.Division at.least on .(I)week prior to beginning Q,HEALTH/W P/PERCF0RM �4I 7 ZoaB -CJ G : U S� n.r ; DEEP OBSERVATION HOLE LOG . :: :Hole# '�. Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stoiies,Boulders: Consistency,, Gravel) s. `; '�'r,.::�p'' :.. 'I3• � �,oawt CjGha+T 7,S Y��;y�6 ----' C,3 . �o.,nd¢ l_O Yt2.$/ Alo Leda""i'r C7bd DEEP OBSERVATION HOLE LOG Hole# , Depth,frona Soil Horizon j Soil Texture Soil Color Soil• Other Surface(in.) (USDA)". (Munsell) Mottling (Structure,Stones,Boulders. Cillisistencv.°o e o 7.5 !TO - 9Uy. Ca YVtecA, sa-. .: 16 Y12 90 -/38 e3 5a la Ohs; DEEP OBSERVATION HOLE LOG _Hole#.. 3 Depth from Soillionzon. Soil Texture Soll Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. Consisteticy.° Gravel) a-4• rN! it. 12r'.` I.otrvny .cjaapQ 75 YiR .4A, /Z":y,g C, "Ju Gra Nc l fCa Y v2, aid ant— Iy1tJ 10 YR1/I DEEP OBSERVATION HOLE LOG Hole# ' Depth from Soil Horizon : Soil Texture Soil Color Soil Other Surface(in.) . (USDA) : (Munsell) Mottling (Structure;Stones,Boulders. isis etc % e Y a. ,a ;Ydd /a Y 54A1 5u.'� 132n �+ rt n e .►m.a�' O Y►2 .7/1 t Sr: Qa I+lood Insurance Rate Map: o Above 500 year flood boundary No_ Within 500 ear bounds No X y Yes ' Within IOO year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material_ex.ist in all areas observed throughout the area proposed forthe soil absorption.system? If not;what is the depth of naturally occurring pervious material? Certification i certify that oti A� ,— l 19R5 (date)I have passed the soil evaluator exatntnation approved by the Department of Envirotunental Protection and that the above analysis was performed by me consistent with the required training;expertise and experience described in 310 CMR 15.01.7 T ,�,'�! Date Signature ��"^---- Q:l1 EALT1•I/W P/PER C F0 RM TOWN OF BARNSTABLE LOCATIONa'W-7-57,P,'/ AJ SEWAGE#aa10-tlCa VILLAGE ( � /�� ASSESSOR'S MAP&PARCEL 09-- CV7-evi INSTALLER'S NAME&PHONE NO.`�a1h/Ofi �oyJ� �G✓ �� ��Z� SEPTIC TANK CAPACITY /52tr/ CMG ��OQ� � LEACHING FACILITY: e ��,/ T (size) S� z� (tyP ' ) NO.OF BEDROOMS y OWNER PERMIT DATE:,/-%9-/G COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on _ site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY j&oC Xs— f�/f C p 9 99 4 h�' o 9or 0 rr r No. �1`. _ V Fee VYe THE COIV MONWEALTH__ AM- ASSACHUS TT Entered in computer:PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatiou for Th5pogal *pwm Cou5tructiou Permit Application for a Permit to Construct W,) Repair( ) Upgrade O Abandon( ) ' Complete System El Individual Components Location Address or Lot No. 2g5 seca.lo ui+ R c0 Owner's Name,Address;and Tel.No. O<�krv+lle G.c- ­,, Rck%nes-t Assessor's Map/Parcel ®CIS 0.1_0.1 9 6[iNI& kCAJrt kc+0ia J Ltlra¢v-, rn4 cz-Vi3 Installer's e,Address,and Tel.No.. ]� Designer's Name,Address and Tel.No. C)�®�©/ T/ stcpkae, 1'r.1�3��sca, , Ne 7 1 13 ax ftr- �J < 76 Ajc rA <S'YL K on,71 S OZ Type of Building: C.c.k,an•a ', S*-,kb 1, Gves¢ Dwelling No.of Bedrooms - (-}b}cl, Lot Size /i77,3:5i sq.ft. Garbage Grinder (Alb) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) yyC gpd Design flow provided t_18$ gpd Plan Date //1/01Zy/o Number of sheets /4)0 Revision Date — Title Seph, 5yk,-A Plan P1r»ho c� �n ��idia f L9tacs��L3� b/a��C Size of Septic Tank II5�1, /-two crrv"Wrfwtc�l+ Type of S.A.S.Ica Kam ( Sz'•r f`g�x 2' 6}- Description of Soil � �n3 t fuse cn ,�l�h Cp- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construe 'on and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E i ental Code and not.to place the system in operation until a Certificate of Compliance has been issued by this Board of M -a a Sign t? An Date 114 '/V Application Approved by Date Application Disapproved b 1 PP Pp Y� Date for the following reasons u Permit No. Vulu Date Issued 10 U � No. D 1., B,j/j' U7-Fee HE COM MO,NWEAALT-H OF•MASSACHUSETTS Entered in computer: Ye -=PUBLIC HEALTH DIVISION TOWNhOF BAIINSTABLE, MASSACHUSETTS 01pplicat,ion for TBi5po,5A**p!9tem Corgi.5truction Permit Application for a Permit to Construct C) Repair( ) Upgrade( ) Abandon O © Complete System ❑Individual Components d q LocatiohtAddres�o"Lot No. ZF3 5 Se c.Io vrl- R c0 Owner's Name,Address,and TeL No. Ile ` r..+ f {� �,_.'< pskvv�lle GemraY 2ehne,•t Assessor's Ma/aarcel J,Oj5/007-COI 9 UJhl& /'kxdse- kc W I LdeiJov" M4 OZ.,/ 3 Installer's e/'Address,and Tel.No. )® Designer's Name,Address and Tel.No. "�-7 7 i-75 D2;exf(j n C3ax}H► N c 76&)"id, SI- /-/ oni7is d21� ' Type of Building: Ce.bave*6 ', Q6 t Gves.� vorkr5//3ac.f wse Dwelling No.of Bedrooms - _(+mn Vol) Lot Size I/:,3 S/ sq. ft. Garbage Grinder Wp) Other -,Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures 1 1 Design Flow(min:required) gpd Design flow provided e 8 5, ____::-gpd Plan Date I&O&CJ/O Number of sheets Y,4)a Revision Date - - tiTitle 5;ehce 91rn _ p4�0005ccP Cc-bane Sfsfulia f 6uesf1/3,mf In/odtt Size of Septic Tank 15_ p�{• !-two cc"p,t4m,,,,+ Type of S.A_S.��1„Hc �� hxvs•SZ'�r r'3'K 2' {�� Description of Soil R c S c i 1 I os s c n hl ah gyp- �a�10!a s. -A *� Nature of Repairs or Alterations(Answer when applicable)""' Date last inspected: Agreement: The undersigned agrees to ensure the construe on and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of then mental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of M O t Sign / t t Date //-1 {Z? - (� Application Approved by , Date91 Q Application Disapproved by:` Date for the g reasons following 1. o n Permit No. Date lssuedi ` THE COMMONWEALTH OF MASSACHUSETTS BA IRNSTABLE, MASSACHUSETTS , Certificate of Compliance THIS IS TO CERTIFY,that ,the On-site__Sewage Disposal System Constructed `Repaired.( ) Upgraded`( ) Abandoned( )by at � 1 c'! t.)j(` - 1y5�s'�h���? ha been construe d•n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 0, k«-.- y%c- Designer UP E 0e("''s� Installer o o t � n,>+. �uY�,I ` J � #bedrooms . Csu --- ---•-_._.. Approved design flow gpd The issuance of this p it shall not be construed as a guarantee that the system wisi,11•funcl'iop as desig led. Date. _ _ _1_ -�, _ Inspector C � f ____ E No. .•!� f /�t�-*OTHE —_ — ——— —— - Fee COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS wigoal *pfstem Cowaruction Permit .Permission is hereby granted to Construct ( ) Repair ( ). Upgrade ( ) Abandon ( ) System located at o? a a lYJi� AJ as" U;l/fir j - and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction musttbe completed within three years of the date of this pe" it.... Date � Approved by P �� TOWN,OF BAR, FABLE LOCATION SEWAGE#vcu/0- C�C� VILLAGE ��r�t��r ASSESSOR'S MAP&yPARCEL. &9 r 'do,7`efo INSTALLER'S NAME&PHONE NO. ��r? �'17�t` If�/h �. `�•l C SEPTIC TANK CAPACITY LEACHING FACILITY:(type)- w (size) r-7 NO.OF BEDROOMS r OWNER PERMIT DATE: !I/GI`/Lj COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to--the Bottom of Leaching Facility f^� Feet Private Water Supply Well.and Leaching Facility(If any wells exist on - site or within 200 feet of leaching facility) Feet Edge of.Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility)/ NCO Feet FURNISHED BY OO 'W '�k- jVJ OF o`er MICHELE ti� ; IPsa�LVS0.zl}:}klii:,', -- �� CUDILO No.34774 v, ?�14�JVSP 1w/bd e STRUCTURAL "9'� +cD4� f�Ftrap RFG, SiE a NAL V. E M I ) • --.-��11a"1N-hP-�V�r . �2 % F1 D_ P, TtL'✓ C 7tliolD �"1 2°t1a4 SKI 114 - :. 25.G GLOSEV-CELL, -z ;P,-r T WIsI� w/gcTIT x6amoo >��•c��lol�cfi�:�� g/�RRtcp . 5t46 ob.e., zouxf�II'br-- -. _- FTC{; /z ArAdT(Q5`h)SOIL EHNERT RESIDENCE PROPOSED POO 'pra.wn By: MC Dote; Drawln 2.85 SEAPUI'I' ROAD Checked By: RETWALL Stdle:NTS . OSTERVIUE, MA _G) File Name:,,, - Proyedt No-`2009 24 .---------- . _ - x1EtoR..-- Z AN21 - SUB-22r z 2T.21'� DRANK BY:MK 5HO TM BATH Q z . nl I w . .. - 5HELVE5 CABINET FOR .CABINET FOR 5HEL D— N r, :ip I'.c Mu.VHEY BED MURPHEY BED •.6• Q m - y -_-. --- Q_ ti III 1 II ° a------ '1 I -- I,IILI +--. - b N --+--_—_--SIT--_-- BOXED RIDGE w/CEDAR —TI ------- _ L------ T----------------- —��------J. n 'A I I I I ------ N O 5 I� GUEST QTP5 U- N IT a?,�-�xIZ_ corGz,F.ivecrs C235 FWG12068i C235 01IM.�' H DF,kys I ¢a s �' sD . �. . MICFfELE � c' CUMLO m d - 'CTR WNDW5 BTW.CA51NG5 - CTR WNDW5 BTW.CA51NG5 U No,34774 --'i m 12-0' STRUCTLiRAL o W N $TEP ONAL Z <� Z NOTE:REVISED PLANS ARE BA5ED ON OPJG. FLODR PLAN IO �I" 'A pmr PLAN5 DRAWN 5Y'PHILL15 W.-COLE I/4"= I'-O � t 6 _ A-2 z s o . .._,.___ O a.: Z��e 4 3• 2-O• 13 9 3 G• _ DRAWN BY:MY. m — — —— — —— — — �J r - - - -- - - - -I } .,.iilfr.f_ tF`Eir1, .8r� llltiVVc:I`' Q Lz JG�lal u W fF 2/ A31r.',UILhIPIG'EPT.-- f.>.4TF O W ,.. .I.. FI L fPAE r ENT I DAl w m ' 1^ l.07 i i h9,r cY.n U1 w '. .. .. �., •. I - I .. ,y� � I -.I - _.,.•.., ._., F FL(/-1 (— — — J WSx Zr , r — o_ _ i aP— SeAT AAgLe 4'REINPOR'.crvsr�ls A 3!0 3�,pr ��o�.irD.CoyL I I b o N I' 1 O'PNDT.12/4 BAR5 TOP t BOTTOM I d 2ow.x I O'D FfG.w/2x6 KEY I u I It u H o 14 x W���B Aft(- x-TX 7. Enek- I - - -- - - - -_.,y- - - - - -- � r - - - - - - - ------.- - - - - - -J semis l floc Ts l' P��wd �Q� S�c g . El7L( C'fll'• j�,�_�lry"/�P. oo`' MICHELE CUDILO r Lpe4'�r�y S �,� FUm!nLG1L NoU3 STCTU1RA� Q — l _LR yNu, ZN O 1- z L of G/37EP /ONAL Ems' O -N M NOTE: REV,I5ED PLAN5 ARE BA5ED ON ORIG. FOUNDATION PLAN Q ^^PlAN5 DRAWN BY PHILLI5 W.COLE ,OY , DECLARATION OF RESTRICTION This Declaration of Restriction is imposed as of February 2016, by GEOFFREY S . REHNERT and LAURA A. REHNERT, having a mailing address in care of Audax Group, .101 Huntington Avenue, Boston, Massachusetts 02119 (the "Rehnerts") , for the benefit of the TOWN, of BARNSTABLE acting by and through its BOARD of HEALTH (the "Town" ) . Recitals A. The Rehnerts are the owners of that certain parcel of land, together with the , improvements thereon, located in Barnstable (Osterville) , Barnstable County, Massachusetts, now known and numbered as 285 Seapuit Road, being Lot 6 on Land Court Plan No. 5728-G and Lot 8 on Land Court Plan No. 5728-H at the Barnstable County Registry District of the Land Court (the "Property„) B. Under the by the Town-Code as now in effect, the Property is allowed a total of eight (8) bedrooms and is now improved by a main dwelling, pool, pool cabana, and barn. Presently, there are four (4) bedrooms in the main dwelling, and the pool cabana is currently deemed by the Town to constitute one (1) bedroom. The Rehnerts propose to construct a new three (3) bedroom cottage and to renovate the existing barn and main dwelling (the "Work" ) . The barn as renovated shall not be used as a bedroom and shall not deemed by the Town to. constitute a bedroom. C. As a precondition to obtaining building permits for the Work (the "Building Permits" ) , the Rehnerts have agreed with the Town to restrict the total number of bedrooms allowed on the Property to eight (8) / D. As a precondition to -authori,zing the issuance of the Building Permits, the Town is requiring that .the Rehnerts register this Declaration of Restriction with the Barnstable County Registry District of the Land Court . Covenants For and in consideration of the issuance of the Building Permits and the mutual agreements herein, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Rehnerts hereby, impose the following restriction upon the Property in .favor of and enforceable by the Town (the "Restriction" )- :' The structures on'' the Property shall not contain more than a total of eight (8) bedrooms . The Restriction shall 'continue in full force and effect until the earlier of *(a) the Property being connected to town sewer, or (b) the construction of structures on the Property containing more than a total of eight (8) bedrooms being allowed of right or by special permit, at which time the Restriction shall automatically `1 terminate .and lapse- and become unenforceable and null and void. c The Restriction shall run with the land and be binding upon 2 all successors in title. a For title to the Property, see Certificate of Title No. 184943 at the Barnstable County Registry District of the Land Court . . Executed and sealed as of the day and year first written above. Geoffrey S . Rehnert Laura A. Rehnert COMMONWEALTH OF MASSACHUSETTS COUNTY OF On this day of February, 2016, before me, the undersigned notary public, personally appeared Geoffrey S . Rehnert, (a) personally known to me, or (b) proved to me through satisfactory evidence of. identification which was to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose . Notary Public Printed Name: My Commission ,Expires : t .4 COMMONWEALTH OF MASSACH'USETTS - EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 285 Seayuit Road . Osterville, MA 02655 Owner's Name: Ronald&Diane Miller Owner's Address: 311 Miller Avenue, Suite C-1 .� q 0riI O O Mill Valley,.CA 94941 . Date of Inspection: August 15,.2007 Name of Inspector: (Please Print) Jmmes M. Ford Company Name: James M. Ford Mailing Address: P.O.Box 49 Osterville,MA 026554049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that 1`have personally inspected the sewage disposal system at this address and that the inoimahon reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based otctny training and experience in the proper function and maintenance of on site sewage disposal systems'`11 am a.DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The systext-; u V, ✓ 'Passes C itionally Passes C7 ed Further Evaluation by the Local Approving Author ty ils Inspector's Signature: Date: August 20. 2007 . The system inspector sh\subia copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of cotnpleting 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 DER The original should be sent to the system owner and copies sent to the buyer;if applicable, and the approving authority. Notes and Coimnents ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does.not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 . t Paget of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL'SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 285 Seapuit Road Osterville, MA Owner: Ronald&Diane Miller Date of Inspection: Auiust 15, 2007 Inspection Summary: Check A,B,C,D'or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not.evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or,repair, as approved by the Board of Health;will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements: If"not determined',please explain. The septic tank is metal and over 20 years old* or the septic,tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration_or tank failure.is imminent. System will pass inspection if the existing tank is replaced,with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due.to a broken, settled or uneven distribution box. System will.pass inspection if (with- approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box,is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)'are replaced obstruction is removed ND explain: Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 285 Seaguit Road Osterville, MA Owner: Ronald&Diane Miller Date of Inspection: Auzust 15, 2007 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that'protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS).and the SAS-is within 100 feet of a surface.water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is'within a Zone 1 of a public water supply. The system has a septic tank and SAS and the.SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well.water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered..A copy of the analysis must be attached to this form. 3. Other: ' 3 ' Page 4 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 285 Seanuit Road Osterville, MA Owner: Ronald&Diane Miller . Date of Inspection: August 15, 2007 D. System Failure Criteria applicable to"ail systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth.in cesspool is less than 6"below invert or available volume is less than %2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS, cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. . ✓ Any portion.of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is-less than.100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is'free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen.is equal to or less than.5 ppm,provided that-no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. .E. Large .System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000. gpd You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well 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 systein has failed. The owner or operator of any large system considered a significant threat under Section E or failed under.Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 285 Seaduit Road Osterv_ille MA Owner:. Ronald&Diane Miller. Date of Inspection: Auzust.15, 2007 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes , No ✓ _ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows.in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the 'system obtained and examined?(If they were not available note as N/A) ✓ Was the_facility or dwelling inspected for signs of:sewage back up? ✓ Was the site inspected for signs of break out? ✓ — Were all system components,.excluding the SAS, located on site? ✓ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees;material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,,a plan at the Board of Health. ✓ _ Detennined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 A Page 6 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 285 Seanuit Road Osterville, MA. Owner: Ronald&Diane Miller Date of Inspeciion: August:15, 2007 FLOW CONDITIONS` RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 550 Number of current residents: 0 _ Does residence have a garbage grinder(yes or no): n1a Is laundry on a separate sewage system(yes or no): n/d [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage.(gpd)): Unavailable Sump Pump.(yes or no): No Lash date of occupancy: Summer use COMMERCIAL/INDUSTRIAL Type of establishment: .Design flow(based on 310 CMR 15.203): epd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe); , GENERAL..INFORMATION. Pumping Records Source of information.: Pumped in December 2005 Was system pumped as part of the.inspection(yes or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow'cesspool _ Privy Shared system(yes or no) (if yes;'attach previous inspection records;if any) InnovativeWternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from-system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed on 312190-per as built card Were sewage odors detected when arriving at the site(yes or no) No 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued Property.Address: 285 Seapuit Road Osterville: MA Owner: Ronald&Diane Miller Date of Inspection: August 15,2007. 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: Coimnents(on`condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 2" Material of construction: ✓ concrete _metal _fiberglass polyethylene _other(explain) If tank is metal list age: Is age confirmed by a.Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 2.000zaI. Sludge depth: 2„ r Distance from tope of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 2" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 10" How were dimensions detennined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid levels, as related to outlet invert, evidence of leakage,etc.). - Tees were present. The liauid level was even with the outlet invert There did not appear to be any signs of leakage The inlet and outlet covers were approximately 2"below grade GREASE TRAP.: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top.of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle; Date of last pumping; Cominents(on pumping recommendations, inlet and outlet.tee or baffle condition,structural integrity, liquid levels as related to.outlet invert, evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seaguit Road Osterville. MA Owner: Ronald&Diane Miller Date of Inspection: AUzust 15, 2007 TIGHT or HOLDING TANK: None (tank must be pumped at time.of:inspection)(locate on site plan) Depth below grade: . Material of construction: _concrete -metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: . gallons Design Flow::' gallons/day Alann present(yes.or no): Alain level: Alarm in working order,(yes or no): Date of last pumping: Comments(condition of alarm and float switches,'etc.) DISTRIBUTION BOX: ✓ - i(f present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box.is,level and distribution to outlets equal,any evidence of solids.carryover,any evidence of leakage into or out of box,etc.): The D-box was level.- There,did not appear to be any signs of leakage The cover was approximately 3"below grade. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or,no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 . Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seapuit Road Osterville, MA Owner: Ronald&Diane Miller Date of Inspection: , August 15, 2007 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: 2-6'x 6.'(1000 jal)-per as built card leaching chambers,number: leaching galleries,number: leaching trenches,number; length: leaching fields,number,dimensions: overflow.cesspool,number: Innovative/alternative system Type/naive of technology: Continents(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation,etc.): The leach pits were dry. There did not appear io be any signs offailure The bottom to grade was approximately 13' CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation;etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 10 of 11 bFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE`DISPOSAL SYSTEM INSPECTION FORM PART.C SYSTEM INFORMATION(continued) Property Address: 285 Seanuit Road Osterville, MA Owner: Ronald&Diane Miller Date of Inspection: August 15, 2007 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two.permanent reference landmarks or benchmarks. Locate all wells within.100 feet. Locate wh ere public water supply enters the building. 7. 777- \� O O y S y c-6 c� 10 ` Page 11 of 11 -OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART'C SYSTEM INFORMATION(continued) Property Address: 285 Seapuit Road Osterville. MA Owner: Ronald&Diane Miller Date of Inspection: August 15, 2007 SITE EXAM Slope Surface water Check cellar ` Shallow wells Estimated depth to ground water 20+/- feet Please.indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record If checked;date of design plan reviewed: _ Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: tonofravhic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours mans the maps were showing approximately 20'+/ at this site No huh groundwater aatustrnent needs to be taken due to the proximity to a tidal bay. This report has been prepared only for the septic system and components described herein. This septic system has been inspected and passed as of.the date of inspection. This.report is not a warranty or guarantee that the systern will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, . relating to the septic system, the inspection, this report and/or any components of the septic system which have not been located and inspected. " 11 Town of Barnstable tHE Regulatory Services snxxsrns Thomas F. Geiler, Director `0� 9 639• Public Health Division ArFD��A Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 This septic system inspection report was completed by a private inspector who is certified by the State of Massachusetts, Department of Environmental Protection. Although the Town of Barnstable Health Division received the original/copy of this report; this Division does not warranty the functionality of the septic system in the future nor does this Division agree with any technical observation s and interpretations contained within this report. In addition,by receiving this report the Town of Barnstable Health Division does not automatically approve the number of bedrooms listed within this report. The actual number of bedrooms approved at a particular property would-be listed on the "Disposal Work Construction Permit". If you should have any questions regarding this report,please contact the certified Septic System Inspector who conducted the inspection. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTIOR9,06 JAN -4 PM 3: Z TITLE 5 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION O61S�DOrf QD/ Property Address: 285 Seapuit Road Osterville, MA 02655 Owner's Name: Ron Miller Owner's Address: 311 Miller Ave. Suite C-1 Mill Valley. CA 94941 Date of Inspection: December 19:2005 Name of Inspector: (Please Print) James M. Ford Company Name: James M.Ford Mailing Address: P.O.Box 49 Osterville,MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my, training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000)..The system: ✓ Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: December 29,2005 The system inspector shall subm't copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completin this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use p s 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 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 285 Seapuit Road Osterville. AM Owner:' Ron Miller Date of Inspection: December 19, 2005 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: ✓ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined",please explain. The septic tank is metal and over 20 years old* or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction.is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain- 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property.Address: 285 Seanuit Road Osterville, MA Owner: Ron Miller Date of Inspection: December 19, 2005 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy.is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless-the Board of Health(and Public Water Supplier,if any)determines that the- system is functioning in a manner that protects the public health,safety and environment: The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 285 Seouit Road Osterville. MA Owner: Ron Miller Date of Inspection: December 19, 2005 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ✓ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than '/z day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 285 Seapuit Road Osterville, MA Owner: Ron Miller Date of Inspection: December 19, 2005 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided by the owner,occupant,or Board of Health ✓ Were any of the system components pumped out in the previous.two weeks? Has the system received normal flows in the previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection? ✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ _ Was the site.inspected for signs of break out? ✓ _ Were all system components,excluding the SAS,located on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems.? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 285 Seaguit Road Osterville. MA Owner: Ron Miller Date of Inspection: December.19, 2005 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 5 Number of bedrooms(actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 550 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Summer use COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): epd Basis of design flow(seats/persons/sqft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: The septic tank was pumped after the inspection for maintenance Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM ✓ Septic tank,distribution box,soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) .(if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if.known)and source of information: Installed on 312190-per as built card Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seapuit Road Osterville, MA Owner: Ron Miller Date of Inspection: December 19, 2005 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron :_40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints;venting,evidence of leakage,etc.): SEPTIC TANK: . ✓ (locate on site plan) Depth below grade: 3' Material of construction: ✓ concrete metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 2000 Qal.(H-20) Sludge depth: 2" Distance from top of sludge to bottom of outlet tee or baffle: -- Scum thickness: 8" Distance from top of scum to top of outlet tee or baffle: -- Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: . Measuring stick Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,�evidence of leakage,etc.): Tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage The tank was pumped after the inspection for maintenance. Risers-were installed on the inlet and outlet with new covers(2"below grade) GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seaouit Road Osterville. AM Owner: Ron Miller. Date of Inspection: December 19,2005 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: ✓ (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Even Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box, etc.): The D-box was level. There did not appear to be any signs ofleakage A riser was installed with a new cover. The cover is now 3"below grade. PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): I 8 A •• Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSUR FACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seapuit Road Osterville, MA Owner: Ron Miller Date of Inspection: December 19, 2005 SOIL ABSORPTION SYSTEM(SAS): ✓ (locate on site plan,excavation not required) If SAS not located explain why: Type ✓ leaching pits,number: - 2-6'x 6'(1000Qal.) per as built card leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: Innovative/alternative system Type/name of technology: Comments(note condition of.soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): The pits were dry and clean. There did not appear to be any signs of failure .The bottoms to grade were approximately 13' A video camera was used for the inspection CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: . Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: None (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seanuit Road Osterville, MA Owner: Ron Miller Date of Inspection: ' December 19, 2005 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. A raNA o B• a � 3to y(v rtScrs O � y S 3 C� 10 • Page 11 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 285 Seapuit Road Osterville, MA Owner: Ron Miller Date of Inspection: December 19, 2005 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 20+/- feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours mans Checked with local excavators,installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic and water contours maps, the maps were showing approximately 20'+1-to-around water at this site. No high {round water adjust»tent needs to be taken due to proximity to a tidal bay. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied,relating to the systent, the inspection and/or this report. 11 TOWN OFpBJARNSTABLE pG LOL ATION � SCADU-+t 1�` . SEWAGE # o C1- y�9 VILOkGE OSTCfyt ASSESSOR'S MAP& LOT 026 00100 INSTALLER'S NAME&PHONE NO. `SEPTIC TANK CAPACITY v�UW (� )o i LEACHING FACILITY: (type) 01 " y X� (size) NO.OF BEDROOMS BUILDER OR OWNER ✓��'��'� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leachiflg facility, Feet Furnished by =4s' Ti 3 , 0r I . \ p � f S 1 N L A a Q I a0 1 y 3 as ag � a. TOWN OF BARNSTABLE �t ATIONLoT SEWArE ��- /_�_ VII LLAGE �2f i E 2 yi G _ ASSESSOR'S MAP & LOT INSTALLER.'S NAME & PHONE NO.A!1 e-M �o .✓ST 77r�.�d �^t SEPTIC TANK CAPACITY_oZ;ODO 6-4 v LEACHING FACILITY:(type)jP,?Eeat� /0i T 't (Fize X NO. OF BEDROOMS _PRIVATE WELL,p�,R PUBLIC WATER ® B OWNER/ni_cfrc.4 fvrH DATE PERMIT ISS�UEI)s A- -ISDATE COL;PLIANf'ESUED` D ,. VARIANCE GRANTED! Yes No -�� A c�. � � a ' o O n o 4 v • �-�-••--•�.THE COMMONWEALTH OF MASSACHUSETTS'" EOPAD OF HEALTH /0*� . ................OF...../ ....................................... AVV iration for UhgVogal Workii Tonstrurtion runfit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: ".4J U%VA-------I-- C 0 ------------ Location-Address or Lot No. .....--•---•--._...._. .......... !G HS?�•� j: f�fc�l�._._.................... 6L!!1�-j V �F�(!1.:�___ •-----------•-------•-------- Address •--•--•--------------------- Installer Address Q Type of Building Size U Dwelling—No. of Bedrooms.......... ....................Expansion Attic (4) Garbage Grinder (✓� `4 Other—Type T e of Building No. of persons............................ Showers C4 YP g •-•--------------•---------- P ( ) — Cafeteria ( ) GaOther fixtures ------------------------------------------------•-----•---------------------•-------•-•--•-•-•--------------•------................................. ­4 Design Flow...................................5-5__gallons per person per day. Total daily flow......................... �........gallons. W Septic Tank—Liquid capacity RQQO.gallons Length_f_l'-_►_l`..._ Width.6P'—/,."__ Diameter.......—----- DepthI5.__91_ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No......J.tvs...... Diameter------`2._......... Depth below inlet... ..... Total leaching area.....6.,5.4...sq. ft. z Other Distribution box (K ) Dosing tank ( ) Percolation Test Results Performed by..5_A1_. _t'.licm.....3AxTE�_iJJ.?0_....____. Date...S Z3_1_-a-9................ Test Pit No. 1.... ......minutes per inch Depth of Test Pit....l:`1.!__-_ Depth to ground water....__ _..... Test Pit No. 2.....#—._....minutes per inch `Depth of Test Pit.c_/*,f._..i�Depth to ground wate TP �......f�::Z..o_.� rr►�,�t�.� 7° fr9�t�I.r ni� .................. - ' O 4 Description of Soil_...C�ncwcl_r_6b_.-14!3_j__►Y>7ccYt,xcn._�+_4�1--__-•------------------ii------------------------------------. �� ._.SrEP�i.Etu.� gN U --•------•---•------ ?. _ r__�_�Z ."J. A� ?il._ _Ssio ai.� t g��- y Gr_s�us�Q... -------•--- _ ALLYIV n' ----- -- ....5g��...1 �_�_.__JlrlCc���m_SzhcQ-------••--•------•-•-------------------------••....... .9 W.LSON UW — ..................... h Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------- A,¢�N°_ST-- �Q Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with TT t't:--• the provisions of T LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b boar seal 0000/ Signed- Date Application Approved By------------- �gas - = --------. Date Application Disapproved for the follow 'ons:.------•-----------------------------------------------•---••---------------•--•-----------------------------•-- ..-•...............•-••----------------....-----...------------•••---....._-----------_____---------••••--------------------------------------------------------------•------------•-------------...._.. Date Permit No......R �•-•• f 1 9------------------------ Issued_................................................ ilste THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ,ls?G:'MJ....................OF...-Lift.cat)5i/�raL .................................................. Appliratiou for Uiipnatal Works C nutitrurtiou Vrrtnit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: .......... ...C....i:...QJ:.---•-•....................1_.....�:......�........... _1����t l.�iC.�............. Location-Address J/ or Lot No. ....��[6.�/c'.__�..... -.5'.lt_ r11.li!f r ......................_._.. / c ✓ _Cl ._...✓.t.'.6[ /? �� aa ner yl.......................... f Address a ` � E f-fr Al f��.fL ti Installer Address UType of Building Size LOt__Z..,.aL_.RC...... �-, Dwelling—No. of Bedrooms..........ffaLar.....................Expansion Attic do Garbage Grinder (L--< aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ...--••-----•---•--••--•---••... - W Design Flow................................... S__.gallons per person per day. Total daily flow_.._.......•._........_�1.4.0._.•....gallons. W Septic Tank—Liquid*ca acity-,RQ-00. allons Len thl.I''n.1.1...... Width6n'-4__'1-__ Diameter-------._------- Deptl fi'- 4S------- x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No....__1-uro------- Diameter-----I2_- ........ Depth below in1et..:V`s.6._...... Total leaching area.._6.54....sq. ft. Z Other Distribution box (x Dosing tank ( ) Percolation Test Results Performed by. _a.A,_lr..l;.Isun.....13AxTx12_F_A1.51_E_........... Date_.B__ka_j_R.`i................. �a Test Pit No. I....R;;:.......minutes per inch Depth of Test Pit.....y9. ----- Depth to ground water Test Pit No. 2------......minutes per inch Depth of Test Pit../__,?r!_...._... Depth to ground w O ._.._�-_Z .�__�_fi�rlrJtt(�.-'!'�.__..��.C�.-�__�'Ytlt?Kl_�..e�... �Cifn__._-�4��G_.l.__'_____'----- -^__-------- Description of Soil----C2!r,,c�t__;-tnG�--=-!_�!_1.t.►Y!1c_tliuct�... ✓!41................•---•-------------------......-----------.. _.5TEPHEN-- . I, (� .._.........•-••--••-----•-••-..._%� �_° _= 9 N I `1 c Ll._s_�sl/ qi(- z�__-_S __ xk.�rs,Q- ALLYN W J 7 T" f �r W1L�UN--_--- y x -•-•------------------------------•5g ----nf.(Jkw.'"__5an4............................................................................. M:-3Q2i6-- U Nature of Repairs or Alterations—Answer when applicable- ..............•-•--•---•--...---•----•-•---••-•---...---------------------------------...--------------•----•------•--••••-------•-•••••.......••••• N Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ccordance withg Z�t> the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system i operation until a Certificate of Compliance has been issued b e boar heal . Signed Date Application Approved By-•-•-•--••• ? -•�•---•--•--------•--------- Date Application Disapproved for the following 6asons:-•---•--•••-•••••-•••-•••-••-•••---•••-••-•••-••-••••-••••-------•-•••----•-•-................................. .................•-•........-••-••-•--•••-•-•-•-•---••••.......--------•--•---••-•...._..--•-••••....--------•-•••-•-••••---•----•-••-•-•••-••••••..................................................... Date PermitNo...... �...q_- .-Q----------------------- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF... JAw. . t �. .................................. Trrtifi.ratr of TompfiFaata THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (S( ) or Repaired ( ) by • . N- � �c F% "n 0:414--T /�� J ... ................ --•------•----•_.... Installer \at. ! - Orr_. ?.^._ A 3z�T_ �..��1.1.le...............Lcrr•2.......................................................... has been installed in accordance with the provisions.of TIT 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.__...__ _ -------4.1........ dated----------------------------------------........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT TIME SYSTEMS WILL FU CTI N SATISFACTORY. DATE....._.:.-- --�- ......�_,&................................ Inspector..-•--.... - - -__••- --------- --•---- ---- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................OF...!CJ.3IUS.I t..C.C.=z.................................... r-- Ditipwia1 Works Tomi#r i,art andt Permission is hereby granted----- -----.(—.( ^ t T-------•-•-•-----...-•-•-------•..............•----.....----••--••-•--- to Construct ) or Repair (y ) an Individual Se ?age Disposal System _ at Nol-C-[•._ _.. _ _ r t:.....__ f�t'U_1 .. SZ-----� �W 1.-,l- _1............................. Street as shown on the application for Disposal Works Construction Permit No -..._/• Dated........ 7_y _........__ •---------------•c---.....a___.. =,� ' Board of Health DATE........... f Z/ �� FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS TOWN OF BARNSTABLE LOC IATIONLvT Ay/l . . SEWAGE ���_ VILLAGE�S i E 2 yi//'G ASSESSOR'S MAP & LOT INSTALLER.'S NAMR,& PHONE NO.A/2 e-N 77t�-?d I - SEPTIC TANK C.APACITY_a_06e) .. � LEACitiiNG.FAC;ILITY:(type) p �,�r> /�i T (size X NO: OF BEDROOMS_ ____PRIVATE WELL.OR PUBLIC WATER B OWNER/n/cp c.s DATE PERMIT ISSUED: .. L 1.2 DATE COMPLIANCE ISSUED:- VARIANCE GRANTED: Yes Q <Q Q 3b J a - Z000 S T I � L,�✓6�a 1�3a� . N��` _ IbWN Oi" BARNSTABLE V6 l / 10 UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS ASSESSOR PARCEL NO. S MAP NO. ® -f 763 ADDRESS: e riX VILLAGE, 10 6-zer-✓s G L e_ NAME %/ rG t ' CONTACT PERSON 6 A7 PHONE NUMBER 61T LOCATION OF TANKS: CAPACITY: TYPE .OF FUEL. AGE: TYPE: LEAK OR CHEMICAL: DETECTION SYSTEM! .DATE OF PURCHASE OF. EACH:. 1. 8 2. 3. 4. 5. _ DATE OF: FIRE DEPARTMENT PERMIT: � n� r-t 'TESTING CERTIFICATION SUBMITT PASSED DID NOT PASS le6l' o "PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON,THE BACK OF THIS CARD. �� � i `,�� t° ` � �';�, �5 �i . .. � i CL E 0 ct V 4) c 'e TOWN OF BARNSTA13LE �F7HEt� ��P� ♦o� OFFICE OF r BOARD OF. HEALTH ssaaeT� � H Me' 367 MAIN STREET 16.19- •EpNpYM� HYANNIS, MASS. 02601 f o , 1988 Dear o Enclosed is brass valve tag #_ _ Please attach to the fill pipe of your underground t nk . You must do the following as indicated. Remove your tank . I have enclosed information for you regarding tank .removal . ---- Have your tank tested starting now. You must test during the 10th, 13th, 15th, 17th and 19th year and annually thereafter. . Removal in the year have enclosed information regarding tank testing. * In order to have your tank tested you must first contact an engineering company _(see attached) to ha e a monitcring well installed. Once the monitoring well has been installed you can then call 362-2511 , Ext. 334 and ask for Charlotte Stiefel or George Heufelder at the Barnstable County Health Department, to have your tank tested via the Soil Vapor Analysis Test. Currently, the. test is done free of charge under the auspices of an EPA grant. ____ Due to the unknown age of your tank we must presume it is twenty (20) years of age. You must have it tested every year and remove it by the year 1993 . To have it tested please follow the procedure as -indicated above from the ** (asterisk) on. If you have any questions please feel free to call me at 775- 1120, Extension 183. rna you,Miorandi Health Inspector f PATRICK AHEARN y� MAR t.-16 an 8:38 LW C- dlli Av 1]WivluSheet Boson MA M16 Edg—,MA: ��J .••• F.617266J+6. .F:SBB93.- P;61]36.1]to :P.SBB-939.9312 E;p / www.patrickahearn co 1n The Rehnert Residence 285 Seapuit Avenue Osterville,Massachusetts General Notes: GENERAL ONIRACTDRSHALL MARE ALL o,,{ REQUMERSANDSUPESENAWARE - - - - OF THE REOUIXFT4Ni50FTHESE NOTES. ALL WORRSNLLBEPERFORMEDPICOM- FLUNGE WRH ALLAPMCABLELOAL STATE AND NATIONAL BUIIDD ,LEFE SAFETY.ELECTRICAL AND PLUMBING CODES. GENERALCOWRACTORSHALLBE RFSPONS IBLEFORSECUTUNGALLPEIDUTSMICFSSARY - EQUAL ©Above EQUAL ALIGN OUTFTIECOMRACTNOFW 'SDiROUGH- THEHEX. T1EEMBREWORK BEPER-w •f SI RE BEFORE E O ECONSDRUCT 1G AL RELA, SMPSHALLVCONSTRU P— ANY PART, �— - ANDSHALL VER6Y ALLEFORE d CCEED IONS AND LOCATONS BEFORE PROCEEDDJC GENERAL CONTRACTOR SHALL BE REPONS Bath O - IONALOREO CUDtEAtENISB TETWEENPTHE WOM ++ _ 61 OF REQUIXED TRADES/SU ODMRACTon, .. - O - t _ DP.IFJHSIONS NPnwd COMMONS OR AM' , ALIGN • .� 10 S P CTFICT ERROR W PRODUCT,D TEG OR + SPECD'ICATONOFAPRODUCT,MATER I - r) _ BRO,C ODOFAESFM ONOBE BERALCONTRACTORD—EDUTELTHEGEN- REGARDLESS OF WHETHER ORNOT AN REM I w - ISSHOWNORSPECDTED.THE GENERALCOF TRACTORSHALL PROMESAO REM IF tT IS NECESSARYFORTHEPROPERN ALLATON OR FUNCTION OF AN TTEM SHOWN ORSPECI- • OO O bOVE F6D.SUPPLDASANDSUBCONTRACTORS SNALL DJFORM THEGENERAL COMRACTORFrNETFREQU _ Party Ba T OOTHERTRADFS,IREMEHSFORNOTBEDMI-F CAM,PWLOR TOSUBMT'AL OF FINALBO O RI iO v DRAWDIGSSHALL NOT BE SCALED FOR DUAENSIONS AND/OR SIM.DRAWQ-16 MAY 6 - HAVEBEEN REPRODUCED AT A KALE DD- O EREMTHAN ORIGWALLY DRAWN. -- Drawing Copyright: PATRICR AI K AH ARN.PTECAM E,LLC PRE < AND PWTHE AHEARN.AU.EXPRESSLY w RESERVE OP COMMONS WCOPY RIGHTS AND TFfESE PROPERTYItIGH15Q-ITHESEDRAWDJGS. T THESE DRAV/WGS ARE THE PROPERTY OF PAM"AHEARN ARCHDECS LLCAND PATROD AHEARN A U,ANDSHMRSHA E 1 REPRODUCED PI ANY MANNER HT R F ALLTH t BEASSI-THOGNEDFORITAT G THDO PARTY O ` WITHOUTF05TO ONOFJGTiIC%A'ESSED ARN WRRTFld tLLC M OFRJCRARAHEARN ARCHRECT LLC AND PATWIX AHEARN,ALL Party Barn- -- Proposed First Floor Plan EQUA UAL I -- — December 23rd,2015 ISSUE DATES id 4$r'•'a, 0. . �3a.•°. �. - ❑BIDDING. PERMIT.. 7223.15 . ■CONSTRUCTION: 1223.15 REV1510N5: ❑Dau . _ � ❑Dace: - ' } ❑Date: r - D Dau .aa• ARCHHEO.l URAi SJAN�P t � h d Pro o5ed First Floor Plan 5aev 1111 A-1 .0 {, 1 o t a a N 411 oIII V �N a� T •-0 r I i 90 AE ------ ' I - I — ----------- ---------- Y '� f-511! 8'-IP f-8]/! !-8]/f SA1/1"O !-6• ii 1, 7 � o R �n Pd 0 S m-I I-E 4 '103 W D 6 � 3 ` , E 1 6'-7l/! O' T-91/2• O, l9 A5, J'-1P O' 11'-111/I" 6 1 1 W r . sm •m m §T I I -- — r _ Tj ° i r TE Z 4 i y i iI � q j i _ - o UP I i t AA i I a W .vA y a q l UPsang 1 I j I I ° 11'-7/(4" T{ o If—/1 I I ..g c .• n g � o o w DDDDD ^ T �77'I § REHNERT CARETAKER'S COTTAGE IVANBERE NICKI ARCHITECT IATES,INC. '-I > 285 SEAPUIT ROAD O Z 3j OSTERVMLE,MA. V 9 W ENDELL STREET,CAMBRIDGE,MASSACHUSETTS,02138 0 ,4 TEL:(617)354-5188 FAX:(617)868-5764 a € 3 lo g � - � lo oEs I _��' S Q I I I I _4E � gt _ 1t/19_ tl/tI It/tz -- -�J E Sly F► SLOPE► [— s�oyc� I I o m £L g w I I � ® Fes S� A� � •' � E I I I j im q I is A _ g 1 9 I I �� Pf i s � _ a F T I I I - I I I I 10 Ao-- — — — — — _ ---------- - z j j eER Ee ARCy�TF 573 T D3 D3 AF 2 D2 d D3 f' '• T-1P T-1P 3'-IJIY T-i)lY IP-181/3 z o t 9 g S 1' ® Is* I 10 8 I j j �3 zy N Om 'dW' Q u S 5 I 3141/1' 2'•1• 7-0 121d 31, _ 4 1P YIO TIP - 4-81/9 - �� h L �Td Jla 7dI/1' 311 _ os g — c 1'- 14- 9'-P J'-1P 1'-1P 'A1/Y O yo i�iolll- Ll � >>>>> o or- REHNERT CARETAKER'S COTTAGE IVANBEREZI�IICKI ASSOCIATES,INC. -n ARCHITECT m -0 00 0 Z 285 SEAPUIT ROAD + ••I S OSTERVaLE,MA. 1 9WENDELL STREET,CAMBRIDGE,MASSACHUSETTS,02139 Z 90 TEL:(617)354-5188 FAX:(617)868.5764 is O 3Na NOV 2.3 At 9. 05 p �. N uj " 4-3' 2-CY DRAWN BY:MK i i I Z U 2 N . - - - - - - - - - - -� Q au I _ ti I I U u w I, I Ln I U-i N Q 3 • L. i lu 5 Ln co 2 cm r < � ,� 3� " �Q�D, caL I N o C� c� A�qLk 4'RPINFORGE 7 CON.C.5lAB l J Z — �ry' OVER GMIL POT w Ln 0 4''SF1E1F Z 0 cm 1 O'FNDT w/2#4 BAR5 TOP 4:BOTTOM I O i u- . zt 20'1M x 1 O'D FTG.w/2x6 KEY I lu z a-lu � L- - - — — — — — J` �n o MICHELE.. G. j �fj Q m _o�Y 1 i i^ �,-nL� Q � CUDILO � = � `'0• —t S l .��` [ r✓►:_ � ° z STRUCTURAL z 6p L-- b<4 o 0 j a S/pNAI ECG D — N (n NOTE:.REVI5ED PLAN5 ARE 5A5ED ON ORIG. i FOUNDATION PLAN PLAN5 DRAWN 5Y PHIL L15 W. COLE .1/4" _ :I '-O" �' i _..'.. m _ = v _ O r In ` r 1 4'-3" 2'-0 p v _ 3'_6" l _Z N D _Z "O o I`7HQv)rr� _p m T- i , w _ I AN21 —.1 �.I I N SUB-ZERO _ z 4 _ J DRA B K 1 SHO R STAAL 1 1 _ - I }w- t. �z4' 1 EI - z U Q + BATH 1 �o °i d Q W, w I w I �/ ° i Q 4 S[ cq U o N I U w w. I Q IL z = F Or U UJ ui .. r ... St1ELVE5 CABINET FOR 5HELVE5 " i a, • r s MUI�PHEY BED MURPHEY BED 1'6 O � .. a 3'-8 112,s B-8' � G N.:cu t II :I i II ` { - • I II r�WRAP GOUAR TIE5 w/CEDAR I I I I o --T'----- I I ---- - __ . _: .. ----- III ---- I --• o - o , — T 80XED RIDGE w/CEDAR T ` N --+-------I�-r--------.----------- IJL------Jcz 3 it w N L-------JI tu II II GUE5T QTRS I I O LD u u I I � ?c�C GC7Ghtld�c.l I I M1 II II 1 C235 FWG120G5-4, C235 SHOF Ln � 9 _ MICHECE CTR WNDW5 BTW.CA5INGS' CTR WNDW5 BTW.CA51NG5 typo 4�7 ei m + STRUCTUA y N 5'-9" 1 2'-0" 5'-9„ A L p S/ONAL \ w uj j NOTE: REVI5ED PLANS ARE BA5ED ON ORIG. FLOOR FLAN - PLANS DPAWN BYTHILLI5 W. COLE A-2 m C) D GENERAL N0 W: - D.E.P.File ME 3.4794. i W IJ 71E INTENT OF'THIS PLAN 6 TOOETAI fROfC6ED wow AT Order of CwwWml Elr bw 2-23-2012 a 2)IOd6 AREA 6 COW"SED OF: o f 0.9 CONSERVATION NOTES - �, AY- 6 \�/:b�iF�>>•`'" h:r' LOCUS I9E T 4 AT LAN YN as LAN 57 9-6 +f2• r :t,: x -fir r:' «•,,n / f.No WDax 1s m BE DONE iMle FORMS A s B ALONG WfiH REOUIRFD �,,. ' )'•_ ` 1D�6 s�Dr a AT LAND LAW miwr MART PLAN s)z Ce/CN F7ro PHOTOGRAPHS ARE SUBIBRED TO CONSERVATION OOAIMRSSIUL �' ?�,' QRIBFcdE a tmE:1a4,P1J COASTAL BANK(MAT h STATE) x I 2 LIMIT OF WOW m BE MAINTAINED IN G00D REPAR UNfx R( :�.`.; ' .�( COMPLETION OF PROJECT. :� \ \,. �� � � I ,'.�..�''• 11/M7bM'Y MMIE N016E IANE A PEIe1FRf ' 3.OZONE RiIEC ION OR APPROVED EOM SHAD BE USED FOR POOL DISINFECTION. �`s HyD2i .I...-• YA3T0N.w.004W .. y4i 4.A LEACH PR STSAIl BE PROVIDED FOR POOL DRAW DOWN. A SKETGR OF THE ♦ :r +' I�' ;° A�a �'auamw:0 r•NCO M,AAn PANEL W.2WO01 0018 0 . AS-BIALT LOCAfON SH41.BE SV&W=m THE 00NSEJNATION WMYISAON. '� I ?` '".. +•=:. '�'�.._' • (NW) - b� S�4r• a S.D(CESS UVA70 SOIL TOOVED BE REM OFF SITE I! \ _tiT ;_�-FFF�..-�'x'f t' da FROM eENpMYM:Mat - 1 .( 4 1 .� E EV.MAIL DH19) Woo'• � �� -�, \: :le .;x.. .-�A�nx',i?+;x-,.-. f.. .r.. _ D DRAra fNWlawlE/F • ZOMW 057RW:W-f(Rsad.MaG y' yvy439 s ` �O 47• \ \ LOCUS MAP Sealer 1R e:2000E ERSAM ZaRA1 REaIREMENM MR.LOT AREA.87,120 SF. �� o 0 N _ ♦ UK i LOTLOT FRO N.fsS` _ SIDE�1fDIR rAlo_ Q x15.4 I6.5 ,```RHODODENDRONS Das�-aG.T ` 1D'/TNT.rAAlnms I�IAFT.]o• 1q7, 'DAND6 BREID / \ a - OYEAIAY Doom . .O 1000 GAL 1`/ •z. .\ RPO9 1``�T LEACH PIT RF S ;j,S i'i`I` ```` /i \ ♦ '� LEGEND = AR4S f- 9x ty x IS 4. RHODODENDRONS CB/bl/`fND I /\ \ I] BOUND TO BE NECESSARE A TIME gAI WALL BE PaFTX9En 9r DROOL 7.J �A TIRE SCUM HAS NOT BEEN TF7FORIIFD FOR WAS STE. 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PIED ED FOR. ►,oRbD.� -z -------\ >\;= Geoffrey,S.&Laura A.Rehnert ALL Ak- �. ` ''` \ ` >hi`6 : `.,` , \:; � •,� - - _ .2 9 k23.Y' - dew PROJECT MCHMAM: .. �1 . `R. � I `.. `,j ` `xBi •\, 51 9 --{ `R' RHODD END NS �' % -Zw 23 I _ P ♦ .�7yePtle s�e�m� laA`•Proposed Cabana, ilV A I� a114. aWc O��D` .\ ELDF N9 `,1`,�` ,,'t` 1,�`, N �7 I ��� 'Q� Mufflo R Gues0loat House AL aWc ` ' -------- I e BAXTER NYE ENGINEERING For SURVEYING Ak Ak AL Ak A` ,`,\ , ' `` 1'' �L" I/ Reg dcmd Pmfessional EFLgM=and Land Samym N b 281.aZONE 5 O 0 78 North Sheet-31d Floor,Eymni%Massachasem t)2601 Phoge-(508)771-7502 Fax-08)771-7622 tHOEAI a1�6. a1I6. +t 1 i k i i 4 _ .j Fa 20 0 20 40- Ak ixA a maw a I N �e tFa, SCALE IN FEET ..-'�o,,yQ A. y 1 d!zAeFTrF F _ '{t 1 l 1t SCN E.T'=20° soroNA�Ea ALL V x 24.5 O' x 23.7 BENCHMARK: e CB/bH FY1D EL...21.02 I DATE: 11/10/10 u / z 2,.6 C1 LINE BEARING DISTANCE u - N 14'3922'E 14A0' / l2 N 1U'15'34-E 15.95' NO. BY DATE PEWARKS SWWNj3V_MM DESIGNED W. ORAM2IG NIAIBOt 8 0: 2008 2008-00 'urvey\worksht\200B-W7-SEP.dwg s 2008-007 S i _ d t. .. F RICK AHEARN- ARoxRear - W A --MAMD" A--e P,d inl MA Bar S Property P 611I66 o F-..M..- 1. -12" STEP DOWN FROM y F:612]b6SLb F:we.xw.vaFB SLOPING WALL UPPER WALL "OW 3'.0 APR �T HEIGHT TO B DIET INE I F LO) ° O t \ www.patrickahearn.co n, WALL 1_ R-TAINT G L 2x2 STONE COLUMN ATCH LONG0 T h e WITH 12" REVEAL T.O.W IVF.W O ^O -� ABOVE WALL --_ - - - -- - - - - _ \JL O BLEND INTO a$j r U ,� Re h n e rt EXIS WALL .. 1 T.O.W. TO MATCH 3 :COBBLESTONE PAVING IN Residence F.X. DRIVEWAY -S SNHQRUNNING BONR PATFkRN� '" 4 ---EX. SHED TO RETAINING WALL _ REMAIN I.. COBBlFSTOyF : 5 EX. PEASTONE DRIVEWAY _ YP�\ 285 Sea uit Avenue F{)(ING rrr 3 ervil e,Massachusetts COURT TO REMAIN �OBBLESTONF. OO OSt 2.' WIDE GRANITE _�1_ `J O O � General Notes: 3 DGING, TYP. RI$Si.LIMESTONE'^WALKWAY It BORDER D.S - pAT-TERN AS SHOWN O GENERAL CONIRACTORSHALL MAKE ALL L-.,- SUB-CONTRACTORS AND SUPPLIERS AWARE '1 A OF THE REQUIREMENTS OF THESE NOTES. ALLWORKSHALLBEPEWALKWAY TO HAVE --- "- - --"" "" - _ "ST E PLIAN EWITH ALL APPLICABLELOCALLM NO STEPS '*-PEA 4N ` M Qf2WE X" SAFETYSTATE AMNATIONAL CTRICAL AND BUILDING.LIFE PLUMBING CODES. GENERALCONTRACTORSHALLBERESPOW -_ .: ISLE FORSECUIUNG ALL PERMITS NECE5 ART FOR COMPLETION OF MENTS ROUGH- ......... ..... ......o ._.. _... : UTTHECONTRACT DOCUMENTS. Garage O A, RE J GENERAL' " ° CONTRACTOR SHALL LAYOUT IN EX. PLANT BED / - -- .. FORMED TO RITHE FIELD THE FYDI WORKNAL RELATI .. ...... -_ ON PLANTS TO REMAIN _ __. REL.O TED -" _ SHIPS BEFORECONSrRUCIiNOG ANY PART, GFE. ANDSHALL VERIFYALL Propaxd CONDR- \y GENERA R i + + } } j QOC FENCE" IONS AND PROCEEDING _ OM T WFIHWORK 2�J•�EXISTING WALL TOSOLID, D� A TOMA'fGAOPENER & GENERAL CONTRACORSHALL BEREIONS // U�r22 - U R THE CO,ORDINATION OF DIME— VEGETABLE EMAN FENCING G ANITE UMNS ONALHILE OREQUIREMEN'IS BETWEEN THE WORK * �.... _ "'`'" c _ �ZC 3R COBBLE LONE DRIVEWAY OF REQUIREDT ADE/BU&CONTRAC ORS. BED ,._E.._._ 8 30 TIT. WOVEN E.X. SfE.P THROUGH - !,._.(� l-� - ANY DISREPANCIES FOUND IN THE PLANS, HERB BED "' - ' DIMENSIONS,Pro -CONDITIONSORANY l D4 WILLOW FENCE& COBBLE EDGING ` �n� \ PRON WALL TO REMAIN ` �J`J -_ SPCIFICTERRORINTHECCILMYINCOR • -9 GATE ..._L.. .O ®� - 3 ASPH LT DRIVEWAY oRMEIHODOFOFAPRODUCT,MATERIAL D3 EX. GATE&LANDING- - �.; D3 APRON 'fU EX. ROAD OR METHOD OFASSEMBI.YLSTOBE BRO GHTTOTHEATTENTIONO TO REMAIN ERALCO IMMEDIATELY. EM DIIATELYHEGEN- F.:DGG . I ti +^'•. . � REGARDLESS OF WHETHER OR NOT AN ITEM . :,, _ _- ... -__._... ._.. .......�..... - HOUSE A BOX / TRACTORSHALL PROVIDESAID REM IF C5 SHOWN OR SPECIFIED,THE GENERAL ON C L NECECSgRY FORTHE PROPER INSTALLATION WIDE PEASTONEt KEYPAD FO GATE EX. ZELKOVA ® OR FUNC IONOFANITEMSHOWNORSPECI- LK W/MEIAL _ OPENER ON RANITE POST SHALLUPPLIERSA EGENE ALCO OI5 GING .'`y TO REMAIN OF THE Ei REQUIREEMENI5 FOR THEE WO KR oc ALL EXISTING TRELLIS 7 MONOLITHIC STANSTED O RTRADFS,WHIC FONOTBEINDI- ^':a FRAMES TO BE EX. GENERATOR TO BF- �' CATED,PRIOR TOSUBMD-L OF FINAL BID )4 GRANITE STEP AND GRANITE RELOCATED ® FOR WORK PIZZA 1B _ REPLACED(SIZE TBD.) LANDING IN PATTERN AS DR NGSSHALLNOTBESCALEDFOR 1, - OVEN D3 SHOWN O \ a HAV BEEN REPRODUCEDAT A SCALE DIF DRAWINGS M-AY LANDING SIZE. TED. BASED -- ------.----- AN ORI INALLY RAWN. UPON FINAL ARCHITECTURAL O LJ ERENT TH c o PORCH ADDITION EX. CONDENSER - _�/\ Drawing Copyright: SEPIC-'- __ ��77 - UNITS v PATRICKAHEARN ARCHITECT,LLC _f �-RANDOM RECTANGULAR AND PATRICK AHEARN.AIA,EXPRESSLY RIBUIION BOX • C O� RFSERVETHE COMMON LAWCOFY RIGHTS AND BLUESTONF. TO MATCH EX. Residence /�V / EPROPERTYOF GFCI OUTLETS - �..��. �/ -:D enrnicKA E RN ARCHITECT,LFSLC AM DRAWINGS. ;RILL AREA .' —EX. SEPTIC TANK FEE. �� O� .aOUSE PATRICKAHEARN,AIA ANDSHALLNOTBE REPRODUCED IN ANY MANNER NOR SHALL TH 28•3 PARKING BE ASSIGNED FOR USE TO ANY THIRD PARTY O ANT WITHOUT RRRRSFOBTAININGT EXPRED N PEE ISSI RMON OF RIK AHEARN STEPPING STONE DRIVE ARCHITECT LLC AND PATRICK RICK A ESSHEARN,AIA. �- 7 OUTDOOR D3 L,kt'AY IN LAWN ® - EPTIC --�� D3 GRILI O LJ FIELD. EACH Illustrative Site HING 'TANK COUNTER --EX. SEPTIC TANK Plan p --REWORK GRADIN SLOPE PLANT BE F `p: .D, ONE'.; TO STEPPING STONO VINYL C BEGIN 3 RAIL December 23rd,2015 FENCE AT CORNER 155UEDATE5 VF` r /^\ y, ❑BIDDING: �0 0 I Y.. ■PERMIT. 12.13.15 J 48" HEIGHT BLACK ■coNSTRUaION: 12.23.15 VINYL CHAIN LINK FENCE ALONG> REVISIONS: _� ❑Dau: MONOLITHIC STONE ° ❑Date: D3 r -- ,p ❑Dar STEPS ❑Dau. abana FENC TO -----Property oDar REM AROHITECTURAL^57�M E��� Ex. Swimming Pool -- -- t Line ����� - `; ; ;RA � � oo � , � •�'. , � _--CONNECT POOL FENCE ° Buffer 4 INTO VANISHING EDGE S7GfS, Zone ` ii WEIR WALL "' PA A. X ORNAFAL ' TIE POOL.FENCE:INTO EX. END n --- D3 ME:TA{- POOL. '. CHAIN LINK FENCE FE E BEG 1 CONNECT POOL FENCE _- NCE INTO VAN IS EHING EDGE ---� C IE LINK WEIR WALL t Illustrative Site Plan seal r=1a-0° ISp '`f� — 1 o0 1 0 5' 10' 10' YATRI�K AHHARN _ -- ARORIreo+ - FINISH NOTES 23.g. CONSTRUCTION LEGEND PLUMBING FIXTURES __ ......_._-.._........-.__ ..._._._.-_.... I60 Commonwealth Armve i2 Winter5treet __. PLUMBING FIXTURES SPECIFIED BELOW ARE FOR PRICING FLOORS Boston MA 02116 Edgarrowv.MA NEW WALL TO BECONSTRUCTED PURPoSESONLY ALLPLUMBINGFP"I'URESTOBEFINALIZED P:bl].266.If10 P:506939.931z ID'-fie ...._-_-_„-, NOTF"LLETIORWAL"'U2T`2x6 CONSTRUCTION. O RANDOMWIDTIT WHITE OAK WOOD FLOOR F:617.°L6.'_D6 F:5U8.9399R3H ._.._._.........._._._......._....._...... .... WITH OWNER PRIOR TO ORDERING. TYPICAL INTERIOR PARTITIONS TO BE 2xJ F.1 W/SQUARE EDGE FACE NAILS(6"-B"BOARDS) KITCHEN STAINED ENGLISH CHESTNUT'W/SATIN POLY FINISH www.patrickahearn.co rn O% WINDOW TAG(SEE WINDOW SCHEDULE) SINK: KOHLERUMERTONESTAINLESSK-3290-NA STONE FAUCET: ROM PERRIN&ROWE UA2T2-2 WITH SIDESPRAY-CHROME F2 I"K1"MOSAIC HONED WHITE CARRARA MARBLE WINDOW WELL O O I _ GENERAL NOTES: T h e / 1.ALL GLASS SHOW ER DOORS T'O BE STARFIRE CLEAR GLASS MASTER BA1'li PRELA5i TUB: ROEB.ER TEA FOR TWO ASTO 3-BATH ROME(WHITE:) BULKHEA05TEP5 2.ALI.LMEISH ON WALLS CLOSETS TO HAVEA 6"BASEBOARD AND TUBFILLER: ENEWPGRIT RMWOMSCT,ASTORJ-92T-CHROME WALLS PLASTER FINISH ON WALLS AND CEILINGS W/6"BASEBOARD- TOILET: KOE 1,RMEMOBLSCLASSIC STYLET:-JH16(WHITE) U.O.N. SINK: ROFB.IiRT BRTON STO RMOUM K-ME-WHITE W.I FULL FIEIGM 3" TWO ARD -PAINED FITH O. R e h n e rt FAUCET: NEWPoRT BRASS ASTOR 920-CHROME COAT PRB.fER AND TWO COATS SATIN INWERVO. J.HVAC TO BE WITH 2 ZONE GAS FIRED DUCTED BEAT PUMP SHOWER: NEWPORT BRASS ASTOR 3.924BP-CHROME h W.x HORIZONTAL 6"V-GROVE BOARDS PAINTEDWITH 1 I- -I ip J.PROVIDE CES TANKLESB WATER HEATER B ONE COAT.WMTE O RUNNING BOND PATTERN tTLRNARBE SUBWAY TIEINO e II ITII I� = APPLIANCES ATM 6'7i-� TOILET: KONLERCANTO MEMOIRS NDERCLASSIC STYLE-..-WHITE) W.J 3"N6'WHr1ECARRAERN(HOLESUB Residence r:�I ....__........-_-_-_---,--_-_-._.__.-_--.._._-......f�.............____....._._-._._-._ ALLPPLIASETOBE BELOW ARE FOR PRICING PURPOSES ONLY'. SINK: NEWPRTBRTON TOR I I a� - ALL APPLIANCES TORE FINALIZED WITH OWNER PRIOR TO FAUCET': NEWPORT BRASS ASTOR 920-CHROM1IN "-""""---V I ORDERING. SHOWER: NEWPORT BRASS ASTOR3- 131-CHROME venue L:L RANGETOP: WOLF JO"GAS RANGE-GR30J Ost S ille,Massachusetts VENT HOOD: WOLF 30"PRO STAINLESS IIOOD-PW30z1IH CEILINGS(SEE RCP FOR SPECIFIC DETAILS) Osterville,Massachusetts - ----- — C 1 TWO COATS SATIN ONE COAT PRIMER AND REFRIGERATOR:SIIB-ZERO JO"INTEGRATED REF'.I FRZ.-IT-JOCI TWO COATS SATIN IMIERVO COA General Notes: DISHWASHER:DISHWASHER: BOSCH IB"PANEI.READI'UISIiWASHER-SPV68U53UC TWOCBOARD WI ONE COAT PRIMER AND C.2 TWO COATS SATIN IMPERVO GENERAL CONTRACTOR SHALL MAKE ALL }�1 LAINO- WIIIRIFOOL DUET WASHER AND DRYER W1 PEDESTALS SU6COMRACTORSANDSUPPLI-AWARE OF THE REQUIREMENTS OF THESE NOTES. A GRILL: BUILT-IN OUT DOOR GRILL TO BE SELECTED BY OWNER --Q - -0 ALLWORKSHALL BE PERFORMED IN COM- to L _ STATE AND NATIONAL BUILDING,LIE L / PLIANCEWITHALLAPPLICABLEL A, J SAFETY,ELECTRICAL AND PLUMBING CODES. 5TONE 7-6" T-8" ° .NOOW WELL �`----g --- GENERAL SECURING PERMITSHALL IT ECERSI TRIM IBLE FOR SECURING ALL PERMITS THROUGH' h ARY FOR COMPLETION OF WORK THROUCH- O Laundry W ALL TRIM W'oRR AND BEADBOARD TO BE P.—D WITH BENJAA9N OUTTHE CONTRACT DOCUMENTS. - MOORE SATIN AIPFRVO FINISH. GENERAL C HE ENTU OWORK T LAYOUT IN THE FINLD THE ENIBtE WORK TO BE PER- NIB.LW ORK LIST: FORMED TO VERDY DIMENSIONAL RELATION. CI SHIPS BEFORECONSTRULTBJGANYPART, _._ __ WOOD FLOOR OVEP. CASING A&M H3fi9H N'/6016T BACRBAND TomA LLVERIFYNS BE osedCONDIT- L; I%P.T.SLEEPERS p J IONS AND LOCATIONS BEFORE PROCEEDING BASE 1"K6"BOARDW/A&MNI66TCAP WITH WORK. GENERAL CONTRACTORSHALLBEREPoNS CROWN MOULD A&NI q50"35iV IBLE FORTHE—RUINATION OF DIMENS A&NI g5060 J 5/e" IONAL REQUIREMENTS BETWEEN THE WORK ....__ .... ..... : OF REQUIRED TRADES/SUBCONTRACTORS. 6'Ol" STAIR PARTS NEWEL:FITTSF61U09T BOX NEWEL(OR EQUAL) gryy D6IONS, IFS FOUND IN THE PLANS, L ________ RAIL:TERS F1 3 S 1X P.T SLEEPERS BALUSTERS:IJ/4"SQUARE OR FSJ60 DIMENSNT ERROR IN HECLTIONSOR ANY Q 2670 AT CONCRETE WALL _ 4=0"- la S APPARENT ERROR IN PECD ASMATEG OR 'f SPECIFICATION OF A PRODUCT,MATERIAL CABINETRY AND COUNTERTOPS/FP FACES OR MerxoD of AssEMBLY Isro BE BROUGHT TO THE SRMRLY O TOF THE GEM- . ................._.....__._._.......__......- ALLCABINETRI'TOBEINSET DOORS Wn'IT FLAT RECESSED PANEL ERAU HTTO HEATTENITTO TELY. DRAWER AND DOOR FRONTS.PAINTED WITH BENJAMIN MOORE REGARDLESSOFWHETHERE NOT GENERAL TEN 41 3 SATIN LSSHOWNORSPECB'IND.ESMDBMN`ITTS ❑oUNTOFIMSH.SEE INTEBiIOR ELEVATIONS. TRACTORSHALLPROVTDESAIDITAL TIS Ba s e m e n t F I O O r P I a n COUNTERTOPS ORFUNCTIONECESSARYFORTHEPRO,IS BSTALLATION CL KITCHEN: WHITE CARRERA STONE-HONED OR FUNCTION OF AN ITEM SHOWN ORSPECI- TIED.SUPPL.M-5 AND SUBCONTRACTORS M.BATH: WFBTECARRERASTONE-HONED Of THEIRECTIB HEGENEFALCONTORKOR OTTER REQUIRENI£INISFOR THE EIMT BATH: WHITE CARRERA STONE-HONED OTHERTRADES,WHICHMAYNOTWINBI- CATED,PRIOR TOSUBMTRAL OF FRNAL BID TUB DECK:WHITE CARREL A STONE-HONED FOR WORK DRAWINGS SHALL NOT BE SCALED FOR LAUNDRY:MAHOGANY WOOD W/CATALYTIC FINISH DI EBEEN REPRODUCED ATASCA DRAWING"-1 VE LE -------------------9--------------------------' FIREPLACE FACE AND HEARTH: ERENT THAN ORIGPIALLY DRA I 12'6" 3'�0" _ 2"NEW ENGLAND FIELDSTONE VENEER Drawing Copyright: t LOMPO51TE BULKHEAD 9_6_'--__--__---_ ...___._._-.1a"1O1'- © FACE AND FLOOR HEARTH Y - - PATRICK AHEARN ARCHITECT.LLC ti DOOR AND SUP.ROUND 'y _ Jr -" AND PATRICK COMMON RIG W/IN5ETV-GP.OVE G I ROTHER ESERVE PROPERTY THESE DRAWINGS. BOAP.DS-PTO. O O —— — THESEDRAWINGSARETHEPRO ERNOF�NCS T _ N PATRICK AHEARN ARCHITECT,LLC AND IN PATITICK ANEARN ATA,AND SHALL NOT BE - - - REPRODUCEDINANY MANNER NOR SHALL TH BE ASSIGNED FOR ME To ANY THIRD PARTY . ._....___._.. _ WITHOUT FIRST OBTAINING THE E%PRESPED 0) _ - ------- - NIRITTEN PERNASSION OF PATRICK AHEARN I �, -----� -------- ---------------- CS I Bedroom#1 I w ARCHITECT LLC AND PATRICK AHEARN,ALA. ©-- -� A Bedroom D - ------- i ...... ......----- - I Guest House-_. F.1 W.1 C.2 I BLUE TONE PA To - -__ - _._ E—PMBER BEAMS Kitchen y t I� w i �--1--- II E4 EQ Proposed W ..4 F.1 W.1 G= T Basement,Firs 30^ 5,- � © - ------ ..-- --- Floor and Second REF. C - - -- - -- _-__ __ I - � ® ......- I S' I o Floor Plans 2 7.V.ABOVE ,Lomb 2�Q8 BUILT-M DRESSER CO. 5 coo'/ I ry�0 — — December 23rd,2015 ERS Y SOAKINGp - - - - In GAS FIREPLACE.MOUNT LINEN 2668 U FTOWN D COUMR -�� . ELT VENT .. .. .... - ❑BDDING:9:(-TIMBER BEAMS: : VERNON RED BRICK p) ABOV'(TYP.) ,� HERRINGBONE LINER i � C.2 F.z w.J 2470 Gy(°' _ TO -- -- - O CONSTRUCTION. 12.23.15 . Jam`` z 968 E PERMIT: RE 510 M.Bath 1 OI _ ._.__.....___ © o DN� � LIV oom . . � _._._.... ..._L......_._._..........._. r � .._.. ❑Deu: ........_ ........__- 3'-�e�' FI WO.1 C1 ;L� : I F.2 W.3 ❑D ...__ ........ CLOSET Bedroom#2 0D­rQ , Z 2WAI 1 D th e.I w.z cz ..... 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OMRVQLE.MA V W 4 9WENDELL STREET,CAM BRIDG&MASSACHUSE TS.02138 - M(617)3545158 FAIL•(617)868.5764 - ti s� 1 PATRICK AHEARN The Rehnert Residence u.v'polTYckahoarn om The 285 Seapuit Avenue Rehnert Osterville, Massachusetts Residence 285 Seapuit Road Osterville,Massachusetts Gm=1 Not= Txcl+m:neanF�%wTM6�nvis� . Interiors Permit September 26, 2019 Drawing Index DRAWING NUMBER &SERIES: Cover Sheet-Cover Dra,cin�Copyri�hl~"'N Architectural Drawings ���Ml E-1.0 EXISTING FIRST FLOOR PLAN C f— ( 1 Y�r A-1.1 FIRST FLOOR PLAN. J h.� I 1 ( Cover A-7.0 INTERIOR ELEVATIONS � � � r �. '�"Cf�r' � (�, A-8.0 MILLWORK DETAILS A-8.1 MILLWORK DETAILS September 26,2019 I))tlE D.9TE) ❑OIUUINC. O YEMIII`. " ❑CONST0.UCTION. vl)ION O- ❑DnTE: ❑DeTE. O nw ODTTE. MUUITCI:TlIR4)TN•3 ' Cover r I t PATRICK-AHEARN t — P.Irick:IhL a..... The Rehnert Master B6droom No.1 , � Residence 285 Seapuit Road Oster ille,vMassachusetts I c�,°TRl Norc:: AL4 t PEEJ�M, M..TRAGRUTA.I6°�B�TE, E�i'il,°5��ELoRr,l'HIIc�E.NtI�gF,lP^��t�(t<I.IFI :n,"EcC�TCA mC`.I - T_ .I:.. I -- Guest B d oom No.2 — ----"— ! -- —L _J -- j I �-- I I I I j l I • B. antr Study I OL 11 1 1 11 _ Pantry I =ng Cop)Tight At I I !! I clwcl I I� I Pwdr unrRn. j jl DmfRg IlPwdr2 ----- - -- ——I I I I! a°°m II !! i — ---� IL \--- -- -- J Guest Bathroom No.2 I f l I . .—. 'I i T- Existing lFirst lFloor O( ) all _— I _1--- Plan H I i j I j i i I -- - - -— I II IIII li I �� I Laundry II. OPEN To 6ELO\VGuest Bathroom No.3 � Mudroort Guest Bedroorrt No.3 ry " I l DECK/PATIO I � I I i I f 11 I II I 3 CAR GARAGE - - September 26,2019 i ISSUE UAI ES ❑BIDDING ' ❑PERMIT: ❑CONSTRUCTION: RE,'ISIONS ❑Dsm r— --- ------- --------� oR— I I I I I ❑DAiE: ❑onrL I -I I I I I OOAre. I I I I I ARC"IT:CTL'RAL STAMP I I I I I I I I I I I I I I I I I I 0 4 8 12 Scale: 1/4"=1'-0" EE-1 .0 PATRICK AHEARN I patrickahc a r n..D In The ,.} INFILL DOORS Rehnel L MASTER �+ (-� (� BEDROOM Residence \esidence 285 Seapuit Road Osterville,Massachusetts General Notes: c v+fxnL.aNrEncrDR sx.0 sl an„aec wsmu,EnctelF.LwamruLxc eFrxE PFMnEIE.TSLCTRL¢NDrfs PL�Iui 'IM ALLY iaol�lt�'.V.1 MASTER BATHROOM __._ ..-_...._.. STnTE.4^.'o NnTIIYJ.0 BUrtGMc.uFE IEnLNJDrLV.,twnccoe65 1 I 11 - nu.BERfs'Dns - ° .: 'I I Em+TRncrwxL UL;.Ts uclt. ���amnc.w.rFF+TMNECL.K _ __ __ ¢�a�enic mnn�rsR�v,�meicvrw --- ___ _____ _ ________ :I 11 r_J_ L _-1T---------TT__ I I I I _nmcREf cTtnluu I I I I ull,. _III ,��an uLo,camii ii Demon.; HIS CLOSET HERCLOSE"! I I 'i\I� 'nn[cnccL�i�no\aFr ni�les I I ic- .Ec<n�"nfn,u /mc�mTna�iTcis ,Pr,"E.TD•,Rer,I,'T,IEn,,Fll,,.,.�n r-------ILA1+--------—+ -- — — 1 -- -- eRnlE DDDr�t,IB�.,'s DBE - I -----�� I _ r_ ail II I I I I I IL I I � I II II II II I I I I I ILnS avmcc.�¢caO r uuii I 1 1 BREAKFAST I I '��' it I I.,LL mrn,nc,u:>:ra•;•�mns I I nnGMWJRTDR1,M_N I FAMILY ROOM III I 1 LIGMWG ie REYNR I I II II I,�Cx,D:LOOR TO M1EM1IAIVI IpSNER.eaT.'RFDRTIE„nEA ci I FI�.w L Da --_______11---------11_____-_-- I LIGIITINGTO RE\WN ofHFltiu,, .BRIG FI:1'i cTnEL'w� c �nI GEOFF'SOFFICE4 EIF1 -— - _ - -- - - PANTRY t „ Alu I I Ding Cop)-right: I TI--- n- Ir- CLOSET II Q II POWDER i \\\ IN u,Ei l I m ' LufIL1RY 11 I II —J ` PONRDE !:I I II I II II I II II I _. I _ ___ -__CLOSET o i C LI I GUEST BAT O iT— AUNDRYIT —lF— S 11 I. "f u ; Proposed First I IIK!TCHEN� Floor Plan L49II �II NTRY HALL ENTRANCE I1, I I vnnn ELnnrJ I � I I I LAUNDRY (�,LII 1 xr I I OPEN TO BELO51' GUEST BATFI v-3 I! I I MUOROOM I 1 ' I GUEST BEDROOM Nu. _ IIF I I I I . ' DECK/PATIO I II II I GARAGE September 26,2019 o Dl- f � IDOINc: O PERMIT. OCOUSTRUQIU: RF„ISIONS O Dn rc 0D I I I I I ❑Dnre I 1 I I I I ❑— I 0D I I I I I I I I I I I I nRCNITERURnL STnwP I I I I I I I I I I I I 0 4 8 12 Scale: 1/4"=1t-0" A-1 •O PATRICK AHEARN -p.,i Lah��rrt.<o m The Rehnert Residence 285 Seapuit Road Osterville,Massachusetts General Notes: • e�aicwnuifluis�vm�irrsoiFsa,e F 7 F L------7 �7H I �f«.nn,fart„,ErftoruL��a;s: axfpu,xin,fn'rsiaan,e„Unftof I I mvtnnvrtnLniFmuem I I I n mroa. ma.rFr_.�Rsm,.ci rur : r,m;cr uc,v.ce.;mm u un t Proposed Pamal Gue t Bathroom Lower Level and - i 0 0 / Second Floor Plans • Guest.Bedroom O r� -3 l I <D I I Guest Guest - - Bathroom, Bathroom . t Proposed Lower Floor Plan Swb:Vo"=Y-0' ° r�Proposed Seconol Floor Plan - o ISSUf OM11_5 - II _ ❑51aoIHG. • 0 PER:nrt: ❑LOYSRUarION: 00= 0, ❑. ❑. O - adcc hY.LNIlflfUftnL 51.,MP A®1.0 o IVKC D i lz l zv \ Co v 141 Y, -2 P"A,5 r-1w 8 8 Ir � ►.�D �:L Z�� �G = � TU '/ Dom` /= G _ ��7_ 1 ��c.--��, iJA�/,.- � � _ 2� ze) 5 L It�y, INS/ 1 ►.� c-)CI �, _ c /-1 IN 1L-,< C�,U, �12,4v4.57- 2 d! y .kJ•T �1/ 1Q•Q �� �+, c�c c' c,C n J I 1 bpi ZJ—I kA kill �-� l�lzc�i✓- r7S "o wA7t-'�- r ' 14-d rc� L �tin,t � - /3 v4/�--r Tl-I I`_, D Z> VuUC�LI_.► ►JG ` �>�( 1=0cem To i-ate STEPHEN 1MMFI.iAM \/� D ^��.�•/��. ALLYN G. 8/r�.C' � C� �- IG �v r" 1 _ O WILWN �iYE ��.�F-� �I �L I ., ►.YJ� 11^� Cf� ( f_� It- z No.30216 - 11� TA tit Av4c) A C) F TD I A, b -FE �L JK- P/D) 7 Z 6 -71 � �.T� k-_�✓ ► y...1. .. }���_/'..% O cal �o GENERAL NOTES • E - )` �n,r D.E.P. File ME 34794 � \ �� �� �� *�� �, .✓ r• L, . '_,- ,. " `� �3' 1.) THE MIl1ENT OF THIS PUN S TO DETAIL PROPOSED AAuDRK AT LOCUS VrWI o Vmfm Ex*m 2-23-2012 •` , i'�► •i:o, 4 1• i 2 1?+r d,�i -^ lam_'A. 2.) LOCKS AREA IS COMPRISED OF . '�' j - •#\. rr i_►„ Nr-, , :1�f../'• 'r ,�` I ` •'} PfRR71ARE ASSESSORS MAP 095 PARCEL 0 /- 01 4 CONSEWON NOTES• "• , �f y ' - s' r ., .� .� t •'�;..^"'� ,' LOCUS Is LOT 6 AT LAW COURT PLAN 5728-G '�• 1. NO WORK IS TO BE DONE UNTIL FORMS A & B ALONG WITH REQUIRED '' �.• '.. �'!:+ , „ „�- ' ,. LOCUS S LOT 8 AT LAND COURT PLAN 5728-H �- � , , #. ;' i , CEItTFICAIE OF TITLE 184.943 PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. fg , > ra r „"' ,,\ : CB/DH FND - COASTAL BANK (TOWN & STATES = 2. LIMIT OF WORK TO BE MAINTAINED IN GOOD REPAIR UNTIL T; ' J u ki c A. REI�xT COMPLETION OF PROJECT. .a^' l �,'�S ""'�'�:`' „` • ';�i_ r n, '�'., / 9 W HOUSE LANE \ ONE INJECTION OR APPROVED EQUAL •.�,f\�.v � �� � ;•, ~ .~ 3. OZONE Q SHALL BE USED FOR POOL DISINFECTION. 00 N 4. A LEACH PR SHALL BE PROVIDED FOR POOL DRAW DOWN. A SKETCH OF THE 3•) PRIMARY BENCHMARK . RM-37 FIRM COMMUNITYPANELNo. 250001 0018 D AS-BUILT LOCATION SWILL BE SUBMITTED TO THE CONSERVATION COMMISSION. a� 5 4 v S i , 'G` t „ - �-'T- t�y'-j ,-:� a d PROJECT BENCHMM ARK MUG. NAIL wH'/!37 5. EXCESS EXCAVATED SOIL 10 BE REMOVED OFF SITE. E!". - 22.49 (N WI) 0. Z , r, a � Qir• 4. J \ � , it, r = :.^!� �_'rsiw;, T •' •' `- �f•��'�. ''• ) ZONING INFORMATION � . ZONING DISTRICT RF-1 (ReridenEid) Or1 � �� 5 LOCUS P Scale: '. MOO" ZONING REQUIREMENTS. i w� •• 0��� � MAIN. LOT AREA = 87.120 S.F. \I =\ r N MIN. LOT FRONTAGE - 20' MIN. LOT WIDTH = 1 MIN. FRONT YARD - 30' 095 007-OOJ \ SIDE & REAR YARD - 15' /MAX. BUILDING NOW - 30' 4 16.5 ` RHODODENDRONS Nv xi5. �+' � � � � ' -- _ Q e(/ `� 1000 GAL ` "'• OVERLAY DISTRICTS:- ' RPOD LEACH PIT AP-GP LEGEND / \ S A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE WF/§5 y.4 � " a \ 4 RHODODENDRONS E. IF OE vfND A 7.3 Q BOUND ) TO BE NECESSARY A TITLE SEARCH SMALL BE PERFORMED BY OTHERS. CB�/DH x �` LIGHT POST a.) THE PROPERTY LNE MM MMON SIM S 9ASED ON CLAW AVAIABLE RECORD ZOVVE �1 ` v \ ##VRMA110N CONSST91G OF PLANS AND DEMS. COASTAL BANK (TOWN) %� ��� �ry,' � ` `� ', \\ `� ` �\ � ELEG'r'RIC METER WF/1�4 , , -13 -__ ` 1 ` ' x 2 .$, \ / 2 7.4 \ THE EMISIN6 FFAl1AIES SI MN HEREON MERE DUMB FROM AN ON THE GROUND FIELD .3.' ' �\ \ / \ / 27.5 4 HYDRANT SURbEY PERFoIIMED BY 9AX1ER IIIDNGIEFJMMG SlAlYEYNNG ON FEBRINYHY 15, 19. 26 i /� \ \ 7.5 / / \ 27. ZOOS 2`� ' �/ t `, 1 ' 4 \ / / ❑ IRRIGATION CONTROL BOX 1M1 r 5 i 1 , n, 7•) COMMUNITY PANEL M M 250001 0018 D q 12.6 x 30.4 16.2 I THE FLOOD NVSUWYrCE RATE MAP OEM ANTS AREA AS ZONE A11, •'�/• x � 1 .a ` '1 7 /IIIC� vv X 2iF.6`v ` (1) MANHOLE a, 01 X 1 _ x 1, \` ��ilii\� \\ �\ D-�X 27,< / I✓dl0 s \ Q GAS SHUT OFF (EL 11). B C. x ' 5 ` `\ \\ , `\ ', \\ `� � 1,G00 GAL. ; ,O 1> �P \ ® GAS METER 8.) WF�1 WF �i x 1 .0 �� 7 v v • �v �� `� LEACH PIT x 2 7 C) A A WF/B2 .1 i -Y g. \` �' �. 13.1 �`� , a� �\` \I 1\ e2� `� `� /`� 1 r l 6 27.5 \ ? '�• ® SEP11C COVER •WETLAND DELINEATION BY LORI M OCDONALD OF BAXTER NYE ENGINEERING SURVEYING cr om, 2 y ` , `\ �� \ / �`11 O �� F'EBRUARY 20, ZOOS � / � / APO � \ d• � -Mt - WATER LINE: 27.8 \ •SITE Is NOT N11THIN AN A C.EC. (AREA OF CRITm smRONMENI'AL CONCERN). `1\i 2.8 `\ 46.9 / z `� t a.9 `\ ., \ x 21.6 \ `, 2000 GAL. ✓ \ •SITE IS WTTHNN AN AREA OF ESTIMATED HABITATrAr OF WE WNDLFE PER 1 1 It 1 -�71 �\ , x 10 6 11.2 `\ \ \ \ \ \ . O SEPTIC TANK me Tmw7m Hem OF RARE MAW FOR USE WITH THE 1�WETLANDS PROTECTION ACT REGULATIONS (3 01 CUR 10).' CERTIFIED VERNAL POOLS. 3 8.2 \ \� \ ` ` I � I / G�P'J�� �8.t SITE DOES NOT CONTAIN A�CERTFIED VERNAL POOL PER NHESP MAP OCTOBER 1 ZOOS 8. , � `. v v x 19.4 LINT OFv,NnRK i ! � I ♦ \ ` 14.�\ ` ` Q 1 r 9.1 RH0 09ENDRONS •\ 1 i 1 x , \ /�00 •SITE APPEARS TO BE WITHIN A PRIORITY HNBRAT PER NHESP MAP OCIDBER 1. ZOOS k 19.0/ \ "PRIORITY HABITATS OF RARE SPECIES' FOR SPECIES UNDER 1 �I a \ • `\ < t 6. \ , \ , ! ! , , I -'- W - , \ \ THE ENDANGERED SPECIES ACT. REGULATIONS (321 CMR10) 9. \ x\12 9 \ \ \ \ \ ✓x1.5 i i� i i `p \ \ \ , ! ! ! Z �1p• \ > 2.2 9 SITE 6 WITHIN AREA STATE APPROVED ZONE I GHr011HD NN11ER RECHARGE \ 1 I SAP 095,PARCEL ,/, G �, 27.4 i/ SITE IS WITHIN A ZONE OF CONTRIBUTION 1O A SALIIMATER Es7'HAAR'Y (BoVIRO OF HEALTH 9.0 \ \ \ \ \ ! <<` �� p REGULATION; SECTION 360-45). 2.-69,ACRES f r \ \ \ \ `, `\ \ ` , `\ \ `� \ �\ ~\`\ ` � l 228.1 �J.3 THE O"ACER SHALL M OACY DIG SAFE(AT 1-8SD-OIG^-SAFE) AND U1L111'COMPANIES TO LOCATE WF/A1O �� `� rt 7. - `\ `\ \\ ♦ \\ RHODODEND�ONq\xFF� 27. �_\ 28.5 `\\ • �•, ^T ` `� ; x `\ �` xi8 s �p \` -- ' \ ALL DMING U11lTES, AT LE45T t.FLS PRIOR TO Ttf ART OF'OONSTRUCTK�I. THE LOCATION OF �. �• \ ` \ \ \ `\ \ \ p 2 .5 - ' � B 1 'H05E SIM HL�A31 AHI) HMWE BEEN RESEARCHED 6t ON THE \ x 8. \ / c� a E70S1NG IAaiIEJ !a .+ r r +#'. 4V) LINES ARE SYiOINI MN •4eli APPRt, fAs'E WF%A'9` 3 a� \ \ � \ � \ � WAY ONLY, MAY NOT BE LRa17LD 70 r, ` ` ` '� �` ` \ AMIABLE umff REm1WS HATED HEREON. THE CONTRACTOR AGREES TO BE RILLY RESPOME FOR \ 9.� -....,x_._:.,. �� Vn \ - x 29.7 ANY NO Nl WANGES WHIM WRIT BE OOQIISIONED BY THE CONTRACTOR'S FALINE TO LOCATE SAD \ \ n \ `\ \ \` \ \` x\\ \ c tiiF:•:•ii:it: :::. 27.4 \ ` � \ NFI1ilSTRUCTURE AND UT.JTES EXACTLY. F FIELD OOIDIIDNS OFFERS FROM PLAN NFDRW110N. THE x 5 x 6. `\ `\ \` ` N�2 2 ` ' �` :'`: `::::. ti`::'`::, �` �� `. _ \ CONTRACTOR SHINL NOTFY 1HM' 0 M1NiEDMTELY FOR POSE IPFDE516N x 4. BENCHMARK: pQ' --- , '---- Lc ,^ \ `\ \ ♦ \ ` ` :•::•:4••::... J NAIL SET >c 28.6 ,� 8`8 � Y THE LorATION OF THE OEM SEP11C SYSTEM SHOWN ON THIS PLAN IS APPROXIIARE 5 `\ `\ \ ' 1 `To / EL-27.77N. \ � i� ..O • AND EASED ON TIES OBTAINED FROM SEN►AGE PERMIT 89-419 COMPLIANCE WF A8 ` 5 ` \ ' DATE 3/2/90 AND TITLE 5 OFFICIAL INSPECTION FORM DATED 8/15/07. AAMES M. I=, . .......... . ....... .... .. .... ..:. 4N `\ ,6 `\ `, ' `X STAM4S, 2 7.4 9r�j M ; _-_ '` INSPECTOR. COPIES OBTAM FROM THE BARNSTABLE BOARD OF HEALTH. / \ `� x 11.8 ;;;: " \ , ' ' \ I I , I • TOWN HATER IS AVAILABLE AT THIS SITE (BY FAX DATED 28 ) .0 \ \ \ �B , \ .:, \ ' / ♦ i' I X 27.5 T %.b loA 2/ �.3 \ i ♦ HEYSPAN E7NE W DELIVERY NOTES IHERE IS NO GAS SERVICE AT THIS.GENE AL SITE (BY ...... ` GA METER � ' 212V ) x a. \\ \\ \ x 10.0 \ \ \ \ 9.6 < z::::::;: \ '27� 27.3 \ , �� FAX DATED OB. x a x ,y1 .7 \ `i+ ti'1<;•:::•:,::•;:•:::•:::: \\ \ & U T OPFS `„ CO 5., 8. \ \ ` 1 -0 z'• :'::_ 27.8 ♦ \ ' ' • NSTAR NOTCHES SERVILE TO THE DINSIMN6 AT LOCUS LS FED UNDERGROUND (BY 8.2\ \\ \\ �1 . ; 2G !` _ �� 1 \ i \ 0 / 19 06. \ \ ` \ \ 1 �j 1 ` \ <:':1:='��-- \ 25___ \ ( �-_ I - _ \ � � � �� � FAX DATED: � / ) `�` x 4. - `� ` ,. \ t•" 1 ` •\ I AL V x �4.5 x 1 � \ ` I t1.4\` \` `\ \` \\ ` N \\ � `�� x'24.4 ��� / r x 8.8 �� \ ---�� cp .' / WE LOrATIDN: 4.9 �O `\\ $A- �-� � � \\ �✓ `,�o� ,� ��� , �---- x 26.E .''� � I � 285 SEAPUIT ROAD 7 \\ `\\\ `\\ \\ \\\ \✓x 2'\ \19•X3 \\\ \\ \ t5 \\ PROPOSED WATER SERVICE // -__27 _'_�� WATER I OSTERYI MA 1 ` \ „tea ` ` \ _► O .(SLEEVE AT CROSSOVER) ! \ `\ ` \ \\ B \\ \\ .\ \✓ �\ `�•_ \\ ` \ \ \I �/ \SHU T�OFF f' AL IL WF A5 ` x PREPARED FOR '\\ • \\\ , \\ ' �oR P00L DRAINITDOWN ,�- Geoffrey S. Laura A. Rehnert x \6 fi? �\ `�. t + '� � 23,3r' �� PROJECT BENCHMARK 1 , � TITLE ' I -- x 5.3 , Septic Plan • Proposed Cabana, WF/A4 3.� \ ` x 0.51 \ ` \ . \ ✓� � }` \ \\ RHd90 END NS �� _ 24 Q • 1 1 I \ \ \ \ `.\ i' x 23. Q \ \�\ \\\ \\` \\\ R DODENDR'ONg �9 \\ '\ \ \ \\\ ,\ \ J /�i Y Studio A GuestMoat House ` r1 CB/bH FIND , 1 , t 1 1 \ \ \\ \ x 5'2 `w \` ; • '' ', '1 'a� • - x ry BAXTER NYE ENGINEERING & SURVEYING \`` � `\ �;� � a Registered Professional Engineers and Land Surveyors AL \W •\\\ I � � '1 � tll ', ', '\ 1� I', �' \' \\, `'? � ' /'O � � 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 AL ` i i i i 1 ', `\ ' \ ` 1 BI�FFER ONE \ \ \ \ x ' ,� N wF/A3 I N , ' 5-` 2tb ,y Phone- (508) 771-7502 Fax -(508) 771-7622 1 1 i , x 19.5 , �. , O 1j: , 1 \ \ \ I t N OF;^ x t�l• AL20 5 007-01�i2 ' 1 0 20 40 rF_PHEN \ I I 1 1 ' 14 / Ja `: A ry b • \` '' I 1 , , ` f *Vk R &OAN .A? f.1. 1 I I I , I I I 1 SCALE IN FEET . \\ I • \ 1 I 1 I 1 1, ' i 1 �' 1 1 \ I I I I I I 1 ` / SCALE. 1 =20 \ ry 11 11 'I '� 11 t1 1 EL�/ZABF�1H � SYDAN, �ET AL '1 � , * a � �`+> � 8 i V OD r ✓ ' ' '' I I 1 1 (�) W x 24.5 cn x 8.8 ~ N w A N a' m . c ;N ro x 23.7 BENCHMARK: N x t 5.8 CB/DH FWD •� •00. DATE. 11/10/10 o WF/Al 1 x 21.6 i o N • LINE BEARING DISTANCE ?s• w Ll N 14.39'22' E 14.00' N, L2 N 10'15'34' E 15.95' ?3 a N0. BY DATE REMARKS Ab / 3 wN M W ORAWArG NUMBER r w - > G 0: ZOOS 2008-007 surve worksht 2008-007-SEP.dw CD 0 2008-007 G N G C? N CONSTRUCTION NOTES, TYPICAL SYSTEM PROFILE 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH NOT TO SCALE TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS NOTES: AMENDED THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. REGULATIONS APPLICABLE. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. SET ALL MANHOLE COVERS TO WINN 6" OF FINISH GRADE p�NG GRADE a 25.Ot RISERS do COVERS SHALL BE WATERTIGHT 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. FINISHED GRADE OVER TANK = 27.Of 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. CABANA ��I GRADE N 26•0 UNLESS OTHERWISE NOTED HEREIN. W out ' " 23.2 3" MIN. FIM GRADE 24.0-25.0 9" (min) Cover 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR 4" SCH 40 PVC 36" (max) Cover A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND MIN. I - CONNEC110N REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION LA INN IN = 22.9 1 " MIN. NV OUT=22.6 t: FIRST 2' (TO BE LEVEL) 1 CONCRETE �ACtNNG CFIAMBERS }Y> OF THE SAS. 14 ~. 4 PVC TEE 14" MIN.) 2• 4 SCH. 40 PVC 4 DIA. PVC max:+:-:n i ••rr• '. f.•. L ( T =y..... . 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN / f GAS BAFFLE INN IN = 21.8 ' SUMP 0UT=21.6 '. o o 0 0 0 0• 3' OF COVER. 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER. �BAFFLE 6" CRUSHED REINFORCED CONCRETE :: ; F_STONE BASE W. NV=21.0 12 r -• ;,f. �.�y • T ��•� �_-�-- :� = `�•." • •r���-T ea CRUSHED � ,}�• INN 8. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT . •;, t .:...; t .• :. ,: DOUBLE 5, MIN EL. 19.0' 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING LEACf SOW � s, MASHED STONE UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE DIS No Groundwater Observed o Elev. 12.0 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY 1.b00 GALLON TWO-COMPARTMENT SEPTIC TANG UTM BOXH-20 AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY (H_20) WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN (H-20) AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN ST5 x 10-15 WITH BAFFLE OR EQUAL HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY MAN1W FRAME AND COMPANY. COVER TO GRADE ea�n 2' _ FINISH GRADE �' film DOUBLE WASHED SIONt: 2' 2' 0 4 8' 2' 8' 2' 12 •".�:74i'1:.,'`i�'�'+a'f.:i??•.�tf `?�:�iris3•f�`'i'.Sl:::; �►��% ;� ' 4-y!. �i ,,..•, °s':= e... :! is 24 y�.y:• , } 52' •'. • ..+., sr r .'. '•}v' :� •��•iy-.' r:+. "`-;ram. ''f q•!{�,.r�.� (• -I EFFECTIVE DEPTH . i' :t 4 .. : �• {. S�,s. .a':•; ��; Cri: .:"c t�^�':, 12 •�.'y'•�t, •. a;i,. •Y •....<�!:,!,.',r•�::;tt�' •• •i. ...:!:,l�.j:!;�a.J•t.,�r 1 * .t• �:3��:•, '•iyr Jt:�•'�ii u:.'•: �1�1i i.ti ii...»ti+r..• ,•t •t�!-;1i�r�J;:t't.:.,. ,,mot ••: i-.it J' •:..�t'.� 2' .. 4p 2&so ... PLAN OF PRECAST LEACHING CHAMBERS CONCRETE LEACH NG CHAMBER D AIL (FLOW OFRMM - N ao uOMM) (FLOW OFRW s) No sou NO SCALE SOLD DATE 10/27/2010 BARNSTABLE SITE LET' SOIL EVALUATOR: BOARD OF HEALTH AGENT: 285 SEAPUIT ROAD STEVE WILSON, P.E. (SE #2622) DAVE STANTON, R.S. OMRVILLE, MA TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 PREPARED FOR 011 G.S.E. = 24.0f " G.S.E. = 25.0 " G.S.E. = 25.0 • G.S.E. = 24.2 Geoffrey S. & Laura A. Rehnert LEACHING AREA REOUMDAMTS DEBW »qHMIF B"kMw O "o" ° "O. FILL FILL TITLE EXISTING SLAB AT GUEST QUARTERS T HOUSE 28.5 2. 3" 4" 3" Septiri �ta�� Sheet ■ nm Om&, e 0 ��na� NITROGEN LOADING LIMITATION: TOWN ORDINANCE - WASTEWATER DISCHARGE SEWER INVERT AT GUEST QlARTERS T HOUSE 24.2 ALLOWABLE FLOW, 2.69 ACRES x 330 GPD/ACRE = 887 GPD (8 BEDROOMS) FINISH FLOOR AT STUDIO 29•0 Studlo A Guest/Boat House MAIN HOUSE = 4 BEDROOMS BEDROOM EXISTING: PERMIT ,�89-419) SEWER INVERT AT STUDIO 23.4 Ap ; 10YR 3/1 ; LOAMY SAND Ap ; 10YR 3/2 ; LOAMY SAND .O. .O. BOATIGUEST QUARTERS = ; PROPOSED FINISH FLOOR AT CABANA 25.5 6" 7" s" 5"STUDIO = BAA 1 ER NYE E ENGINEERING & SURVEYING CABANA = 1 BEDROOM PROPOSED SEWER AT CABANA 23.2 RESIDENTIAL- 4 BEDROOMS SEINER #AM INTO SEPTIC TANK 22.9 B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 5/4 ; LOAMY SAND Ap ; 1OYR 3/1 ; LOAMY SAND AP ; IOYR 3/1 ; LOAMY SAND x 110 GM EDRooM TOTAL 8 BEDROOMS SEM INVEff OUT OF SEPTIC TAW 22.6 " Registered Professional Engineers and Land Surveyors s TOTAL DESIGN FLOW = 440 GPO 21.8 10 11" 8" 7 78 North Street-3rd Floor, Hyannis, Massachusetts 02601 SEWER MOT OUT OF WTIMMON BOX 21.6 C ; IOYR 5/6 ; SAND & C ; IOYR 5/8 SAND & B ; 7.5YR 4/6 ; LOAMY SAND B ; 7.5YR 4/4 ; LOAMY SAND 21.0 Phone- (508) 771-7502 Fax - (508) 771-7622 1 GRAVEL 1 GRAVEL PERC RATE _ <5 MIN. / INCH (CLASS 1) BOTTOM OF S. 19.0 12" LTAR 0.74 GPD/S.F. 48 50 12 NO GROUNDWATER OBSERVED TO ELEVATION 12.0 C 10YR 5/ 20 0 20 40 "HEN SAND dt 8 ; ��ya _- MIN. LEACHING AREA OF SAS. REQUIRED: C ; I OYR 6/3 ; MED. SAND C ; I OYR 6/4 ; MED. SAND C ; 10YR 5/6 ; SAND do 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. 2 2 1 GRAVEL 1 GRAB" SCALE IN FEET / Nu.:;r,2 ;; PROPOSED SYSTEM: FLOW DIFFUSORS WITH V STONE UNDERNEATH (2' EFFECTIVE DEPTH) 96" 9O" " SCALE: I" =20' \' � J' WITH 2' STONE ON ALL SIDES _ C ; I OYR 7 1 FINE-MED. ^- s ON�L C ; 10YR 8/1 ; FINE-MED. C ; 10YR 8/2 ; FINE MED. C ; 10YR 8/1 ; FINE-MED. 2 / �,_�Q��� T SIDEWALL AREA: (52' + 8')2 x 2' DEPTH = 240 SF 3 SAND 3 SAND 2 SAND 132" SAND �/ _-0010 BOTTOM AREA (52' x 8') = 416 SF 144" 138" 144" U; TOTAL EFFECTIVE LEACHING AREA - 656 SF NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED DATE: 11/10/10 SEPTIC TANK SIZING: 440 GPD x 200% = 880 GAL N USE 1500 GALLON SEPTIC TANK; TWO COMPARTMENTS: FIRST COMPARTMENT = 1000 GALLON c SECOND COMPARTMENT - 500 GALLON U) rt C■ Y 2 a 1 CERTIFY THAT M AIM. 1"5 1 HAVE PASSED THE SM EVALUATOR EXMMOAMON APPROVED BY THE DEPAR1MENr OF EWAMOM VITAL PR01EC" MID THAT THE ABOVE N0. BY DATE REMARKS w M&Y515 WAS PERFORMED BY ME CONSISTM WTI THE REQUIRED TRMNING, EXMDM IMN MDESIGNED ft, ECKEDBY• SAW. DRAWING FIBER AND EXPO ENCE DESCRIBED IN 310 CMR 15.017 ty n SIGNATURE DATE 0: 2008 2008-007 surve worksht 2008-007-SEP.dw 2008-007