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HomeMy WebLinkAbout0018 GARRISON LANE - Health '1$ Garnson,Lane Q f Y 1 . 'II l No. 4210 1/3 `BGR f' ESSELT 10% V �, ,___ �_ ,__ _.. .. �. t GJ _ � 1 ��4� � j a � . ! I . ., �_`,N G 1 } .: b I O 1 TOWN OF BARNSTABLE LOCATION Cj p�h SEWAGE# VILLAGE 0 &PARCEL INSTALLER'S NAME&PHONE NO. sUg- 3$s -sgg3 // SEPTIC TANK CAPACITY l LEACHING FACILITY:(type) QLn,M1ne__t::'S (size) 6VO S- Q /pn NO.OF BEDROOMS OWNER f PERMIT DATE: 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 BYellkk-i r LZ- ` .,4 f a2 G'/b ,7, T-� �' �J` PO No. - I Fee S L� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS apphLation for Misposal *pstem Construttiari 3permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) 2tomplete System ❑Individual Components Location Address or Lot No. 6c\tr -N Lk-A-- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel , vsvl Installer's Name,Address,and Tel.No. �J Designer's Name,Address,and Tel.No. �ll� `V IL. po Type of Building: Dwelling No.of Bedrooms Lot Size rj 5,730 - sq.ft. Garbage Grinder(W) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (Q(elb gpd Design flow provided (2(0!P gpd Plan Date 1 of& Z3,2.,A So Number of sheets 1 Revision Date 10 17V3 ii k Title StLczZt+�� �iyhP��� 'S Size of Septic Tank 15G® Type of S.A.S. 5-5UQ 6At- Iz-W r 5,34' Description of Soil {?-#-- Iyl 773 c 14" AE L00jMV 5%hr 04<,7�/Z I�t-3G" 3 M %mD ffim Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure a cons ct" n maintenanc of the a escribed on-site sewage disposal system in accordance with the provisions of Title 5 o he En ' o e 1 C de and not o place th sys in in operation until a Certificate of Compliance has been issued by this Board f alth Sign Date Application Approved by Date Application Disapproved by Date for the following reasons r � Permit No. � - I Date Issued i t- No. G 10 ( f i Fee c> THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - �OWN OF BARNSTABLE, MASSACHUSETTS Ye application for Disposal 6pstrm Construction 0n Permit ' Application fora Permit to Construct .Re air( Upgrade Abandon --Com lete System Individual Components �..P Pam' ( ) ( ) ❑' P Y ❑ ;6 Location Address or Lot No. 1$ Owner's Name,Address,and Tel.No. , Assessors Map/Parcel Installer's Name,Address,and Tel.No. C0$'a j,7 7-334 Designer's Name,Address,and Tel.No. f 1/ os-1 n M askr��e\t azt� $-�i28-33 Type of Building: } Dwelling No.of Bedrooms (G Lot Size 5 5,730 - sq.ft. Garbage Grinder(A). Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) (n(00 gpd Design flow provided (aGa gpd Plan Date, z-!" Z W Number of sheets I Revision Date J 0/Z$1r I b Title Size of Septic Tank isuo Type of S.A.S. 5-509 6At_ Oy r43 i,-N ii_%, Description of Soil RW 14,77 0-14„ AE Loom SAA4) 1", tz Itt—a(s" (fib 5t%AQ loje,5/(0 k '�,..._ 36-132."� /►'�� SAa.I{� Ic'ItC SIZ_ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure t constru tiofi ajnd maintenance f the afor escribed on-site sewage disposal system in accordance with the provisions of Title 5 of he Env' o entai Code and not place the syst in operation until a Certificate of Compliance has been issued by this Board o alth. j r ; Sign Date Application Approved by ' *f" Date Application Disapproved by t Date for the following reasons Permit No. -C) Date Issued ----------------------- ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by ,- has been constructed in accordance at 18 f with the provisiy n of Title 5 and the for Disposal System Construction Permit No.oIOG-3 i! dated I- f Installer /V//11�_ Designer #bedrooms (p Approved design flow gpd gpd The issuance of this permit sllall not be construed as a guarantee that the system Will ftmct on as e igne . Date / � / Inspector ( - ---- ------------------- - ----------------------------------------------------------------------------------- .----�ti- ---------- a�( 6 - 3�� Fee , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Nsposal *pstrm Construction Permit Permission is hereby granted to Construct Repair( ),` Upgrade( ) Abandon( ) 1 System located at 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. Date �� Approved by M Town of Barnstable .BIKE Regulatory Services Richard V. Scali,Interim Director B MS AB Public Health Division �FGMi'tA Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form // l Date: lZ S Zo17 Sewage Permit#ZG�G 3 P� Assessor's Map\Parcel Designer: -S�6�UAy �� �y eer,' f— Installer: 6- Co Address: 7 Park�-, peo-,O/ Address: On 1l ( 4 was issued a permit to install a' (date) (ins ller) septic system at Cr-G r l'i So eL•• C4,4 based on a design drawn by /r (address) SG 11c y4ti �ti�ih-cel:h� 4- dated . (0/z ((designer) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construct - ""' 1 iance with the terms of the IAA approval letters(if applicable) p�t1A OFllgs. 2 '4 r r =01 v CIVIL ( nstaller's Signature)ateJ No. 52s99 P. �NALE ' (Designer's Signature) (Affix Des1 s tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc Town Of Barnstable IY 7 73 ' ,�y''• Departiment of Regulatory Services > Public health Di Mres vision Date �p 9• 200 Main Street,Hyannis MA 02601 Date Scheduled —� Time lM Fee Pd. --� Soil Suitability Assessment for ,S`eivc ge Disposal � T `J Performed By: Witnessed By:_. 06 y LOCATION& GENERAL INFORMATION Location Address Owner's ama l S ter r a sett L�� (t�1' Get Address Assessor's Ma /Paic ; Engineer's ame 1pl4c�! �Suli'ra� ,-S. !-(r,,nS'el�Fn%r NEW CONSTRtt1>vr1 ION "✓ ..: S REPAIIi Tel DIP 0'. Land Use-_cff,,44,i�rq� es Slo 96 D-�S P ( ) Surface Stones_st/Vc e Distances from: Open Waldr Body f ft- Possible Wet-Area 00O t R Drinking Weer Well ft Dralnage Way ft Property Line �s--__R Other ft SIMUCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 41 proximity to holes) Aa, . _���� �.UAW .�4- !/� • Parent Material(geologic) r^44 Depllt to Eledroelt 5� Depth to Groundwater. Standing Water in Hole: Weeping fleet Pit Aaee E?slintated Seasonal High Groundwater Method Used: DRTFIMNNATION FOR SEASONAL'1HG' H WA.TE,R TABLE • - Depot Observed standing in obs.hole: In. Dept11 l0 sell mottles: Depdr to weeping from side of obs.hole: •. - . In, Groundwater AdJuatmeg�=�, ��,b ft-�� Index Well# Reading Date: Index Well IeYel __ Act,factor AtQ.droundwater Level Observatio•n PERCOLATION. '11Et TEST � bates_ ne Hole# I •-3/D1 Tittle at 9" Depth of Pere 1.lD e0 — Time at 6" Start Pre-soak Time @ Tithe(V-6") End Pre-soak Rate Min./luck <Zh,. L 2 /h• c -She Suitability Assessment: Site Passed tl Sitp Palled: Additional Testing Needed(Y/N) Original• Public Health Division Observt Lion Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q;\s Ei>rlC\PERCFORM.DOC DE E P.OBSERVATION ROLE LOG hole## Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface 00 '(USDA) (Munsell) Mottling (Stnuclure,.Siones;Boulders. • n I lefiry,%Oruvell 3Z —2�' lbw �9F 16 YR 4/C to Y S L r � DE OBSERVATION HOUI LOG Role' it Depth from Soil Horizon Soil Texture Soil Color, 'Soil Other Surface(iu.) (USDA) (Muusell) MORM19 (Structure,Stones,Boulders. o Isis en % a 6"& f� c 6 R '12 — (o l�2 2 DEEP OBSERVATION BOLE LOG Il010# _ Depth from Soil Horizon Soil Texture Soil Color Sall Other • Surface(iu.) ! (USDA) (Muusell) Mottling (Stricture,Stones,Boulders. Cousistencv.%(Imvcll .0 ZZ 0 9'1 (U' C a,/y I DEEP OBSEIVATIO IOLC LOG. Role# DepUi from Soil Rud7ou Soii Texture Soll Color Sell Other Surface(in.) (USDA.) (Munsell) Mottling (Structure,SSolies,Boulders, Cnnsislmicy.96 UraYan Y z l I1load hisurauce Rate Mau: Above 500 year Flood boundary No_ Yes 'Within 500 year boundary No Yes.__ r Within 100 year flood boundary No• Yes Depth of Naturally Occurring Pervious Material . Does at least four feet of naturally occurring pervious materlal exist in all dl'elis observed throughout the - • area proposed for[lie soil absorption systems • If not,what is the depth of naturally occurring pervious material? Ceifficalioll I certify that oil `� # (date)I have passed die soil evaluator examination approved by the •" Deparliuellt of Env!'onmental Protection and that the above analysis was performed by me consistent with . the required trainil g,expertise and experience described in�10 CMR 15.017. Signaltuuc Datb l �� Q:\SL3-I'TIC\Pl3RCFORM.DOC Mite Town of Barnstable P if 7 73 t0r'c Departinent of Regulatory Services Public health Division xtess. Date 200 Main Street,Hyannis MA 02601 Date Scheduled Tl'me G � Fee Pd. Soil Suitability Assessment for Sew4e Disposal • T • - Performed By:Z-�p� FIT-T Witnessed By: V LOCATION& GENE RAL INFf O7���� Location Address x4rr'n`TION f 8 CeLr r e Spn Owner's ame Address 6441r h a Assessor's M7/Pae NEW C0NSTR P!ION� REPAIR E�ngineSer�'s�,�''a mo l iA+�t'^� ar'�oaSol er,rs Telephone# i i r' 3• s. &'oe-Yti? - 3 Land Use IQe. 41(:4 l Slopes(96) D-- Surface Stones_,tic?it Distance§from: Open Water Body ! ft- Possible Wet Area 040 t ft Drinking Water Well ft Dml'nage Way ft Property Line Other ft SI�TCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to boles) tt-• C7 a.� 0 • z= K. VW V tkW -- -- -- - - -Parent material(geologic)— ��.5 Depth to Bed alt 5-1:10 - _ Depth to Oroundwater. Standing Water in Hole: Weeping froth Pit P'nee ' Estimated Seasonal High Oroundwater 4 ` Mcdtod Used: DE,TLRM[NATION FOR SEASONAL-kIIGH WATER TABLE • - 'i Depth Observed standing in obs.bole: lo, Dep01 IV Soh mU1tIG3t Depth to weeping from side of obs.hole: -' "'atl'}' In, Ortlundwator AdJushne Index Well tr Reading Date: Index Well leVol � `-"""'=�' :" . Acu,radar Y,� AdJ.aroundwaterLevel Observatio PERCOLATION TEST Date n Hole# f 3 Tinto at 9" Depth or Pere 2 Time at G" Start Pre-soak Time @ Time(9"-611) End Pre-soak Rate Min./htci, <Z�� ,•h 4241 - -site Suitability Assessment: Site Passed i/ Site Failed: Additional Testing Needed(Y/N) Odgina►; Public Health Division Observation Hole Data To Be Completed on Back------ *a`*If percolation testis to be conducted within 100' of wetiand,YOU must first notify the • Barnstable Conseirvation Division at least one (1) Week prior to beginning. s Q:\SEPTIC\PERCFORM.DOC to w vs ,ICE E P.OBSE11WATION ROLE LOG 'Role# Depth from Sall Horizon Soil Texture Sdil Color Soil. Other Surface(in.) (USDA) (Munseli) Mottling (Stnucture,.Stones;Boulders. 0110istency %Gravel) '2�'' .mowA , l0YR �'— 131L G /-t_SO !o Y L r DEEP OME11 VATION HOU, LOG Hole it Depth from Sol Hoiizoa Soil Texture Soil Color Soil Other Surface(to.) (USDA) (Muusell) Mottling (Structure,Stones,Boulders. u rsisten 96 v �4-L. ]DEEP OBSERVATION HOLE LOG II011D# _ Depth froni Soil Horizon Soil Texture Soil Color Soil OU►er • Surface(to.) (USDA) (Muuscll) Mottling (Structure,Stones,Boulders. Consistency.%Gravch o -1 Z u� J11 le hq 3'/ c3z C DIIIEP OBSERVATION IIOLE LOG Dole# DepUrfrom Soil Horizon 5oi1'['exture Sall Color loll Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Siooes;Boulders, r Consistency,96 Qratiel) F Flood Tnsuralrce Rale Mau: Above 500 year flood boundary No— Yes Willidn 500 year boundary No IX I Yes Within 100 year flood boundary No.4 Yes�.. Deuth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious ulaterial exist in all itreas observed throughout the - area proposed for the soil absorptibn Sys Lem? • If not,what is the depth of naturally occurring pervious material? Ce tifleatiou L certify that ou �` f (date)I have passed file soil evaluator examination approved by the DepartineiA of Envi•onmental Proteeiloa and that the above analysis was performed by me consistent with . tlic required trainil g,expertise and experience described in�10 CMR 15.017. Signature. Dati; • Q:\,I?lvrlCWF-RCF0RM.D0C I TOWN OF BARNSTABLE LOCATION SEWAGE # c5— VILLAGE ASSESSOR'S MAP & LOT j : j INSTALLER'S NAME & PHONE NO. Got-300,vts�I I - SEPTIC TANK CAPACITY 1300641 1 LEACHING FACILITY:(type) rt,17e c i/'i&W.7ice (size) �fol .X 0 NO. OF BEDROOMSPRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: % %rj DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No Froij Poor a- ej �, n ASSESSO(SMAPNi No.. ....:.... 3 PARCift t! FR$.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD;:: F HEALTH 9 11ZI Zr.........OF............. ...=..........................•----------- Appliration for Mipwial Vorkg Tongtrnrtinn Uproot Application is hereby made for a Permit to Construct ( ) or Repair r \ an Individual Sewage Disposal Systemat*........ .... ................ ...................*............................ Location-Address Lot a �O P V L[L nj P,-ner ......................................... /.S-QS L./N=`N.. !!.`e!Y/!-1__. � Installer Address Q e of Building Size Lot....t_���-__-__--Sq Dwelling i o. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder Other—T e of Building No. of persons............................ Showers — Cafeteria a Other fixtures ..—Q --------------------------- Design Flow...,................ .�.............gallons per person per day. Total daily flow..._........._....' F. .........gallons. WSeptic Tank—Liquid*capacit J 5_ allons Length................ Width................ Diameter-_.--___-____-_- th_.__.__......_.. x Disposal Trench—No......... ....... Width...._..... Total Length__- ....... Total leaching area.. ._.-sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( �Y� Dosing nk Percolation Test Results Performed by----- .....` ,.... .. ...... . ......... Date..... ......:........... ....���� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ L� Test Pit No. 2................minutes per inch Depth of Test Pit____________________ Depth to ground water--__-_-__-_---_-._.__--. a -------- ..................................................................... 0 Description of Soil «- -�...... •----'.....` �. ...... �- ........................... x x ------------------------------------------------------------------------------------------------------------- ----............................ U Nature of Repairs or Alterations—Answer when applicable....... _.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compli e has been issu d by zl board of health. Signed ................ . ...... 9. a..-- .s.... Application A roved Da[e Application Disapproved for the following reasons: .`................................ ......----.....------...--------.............--. ..................... ------ ------------------------------------ ------- ------ --------------------------------------------------------------- ------------------ ---------------...................... Permit No. ��� e Issued .........--- 2 ... Dale THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) IA I m / �C(�J- LI DATA n Y A No......................... FEs............................_ THE AOF OF MASSACHUSETTs BOARD HEALTH ..................t ..................... OF.......r!r1 11i 1'�` ' 1 Applira#ion for Uispoii al Workii Ton.strnrtinn rumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at Location-Address or Lot No. ...........---•--................................................................................ ...........•...................................................................................... Owner Address W Installer Address f 1 Type of Building, ` Size Lot.... __ ...............::Sq.-feet J Dwelling�''No. of Bedrooms ..............•...._...'...._....____.___.Expansion Attic ( ) Garbage Grinder '04 4 Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures _______________________________ __ Design Flow_____________________`_..�......................gall per person per day. Total daily flow..................A"_ �^ ..........gallons. W ' /r`� WSeptic Tank—Liquid capacity.._/_.__._.:gallons Length________________ Wide.__�_.___._.._ Diameter----------------Depth________._._.. x Disposal Trench—No. ........;d........ Width......:2!a..... Total Length..._.r_;7 ...... Total leaching area._f.' :-----sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (�, )� Dosing tank (f)10 /1 (' `-' Percolation Test Results Performed by...... _ _(__fit......_... ....................., �._......... Date_�'..�-'�....._..��!� `.a Test Pit No. I................minutes per inch Depth of Test Pit•_ _- y._ Depth to ground water--___-_-_______----_---. G Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ` -----r--------------------------------------------------------- ---------------•-•----------------.----•------------.--------------_-------•--------- D Description of Soil------...-�--f V'.!...:?.1..;- r->/I=� n 1 -`�<', -C -� f � f x r ci v •-•.._..-•-•----••••-------••-•-•---•-•-----•---•--••----------------•-•-•------••---••-•---------••-•-------•-•-•-••-••---•--•-••--•-----•----•--•-•-•-•----••-•--•-•-•-•......---•---••---......•••••. W -------------------•-----------------------------------------------------------------------------------------------------------------^------• -----------.............------------------------•-- U Nature of Repairs or Alterations—Answer when applicable.--_--__` -__.__�__{_: lV �� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ------------------------------------ ---- --- ----------------------------------------------- ---- ---------------------------------------- Dne ApplicationApproved By ......... ... ... ........ . ----- ..=-..............---..................---.......-- ---- -- ..................-- Daw Application Disapproved for the following reasons: -------------------------------------------------------------------------------------------------------------------------------------- ---------------------------------- --- --- ------------------------I.....---....---------------. ---......................-------------------- ............ ---- -- ---- -- ---------- -- -------------- . ..........-------- Date PermitNo. ............................................ ........ Issued --- Dvt THE COMMONWEALTH OF MASSACHUSETTS _ BOARD OF HEALTH ....... -'....--...... OF ....../-��r�t1 ��?r'. :......--........ C�rdiftra e of C�ontyliance THIS IS TO CERTIFY, That the Individual•Sewage Disposal System constructed ( ) or Repaired (X) by------ ----- .....--- r -./jff ............................................. f'I �taller ' at -/:_=----'-f f----------------1n--------l rr... ................................1 r �r.C�J l /I.................................... .................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .......................................:........ dated ........................--....--.............--. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE--_------------------------------;------------------------------...................................... Inspector ..................�__) z .-------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ki .............................................. No......................... FEE........................ Disposal nrk �antr inn anti# Permission is hereby granted-�,-`_-4 �3� ' J�'j:t'.�'� !!fy f''` -, - f _...(-.... ft.. f............................................................... l f to Construct ( ) or Repair ( `)\an Individual Sewage Disposal System at No.......... _ `� �'1 9,a/ .. -...._ ./3+_ , ���>%" !_ / /j-----------------•--------------- ---•------------------------•---------- f %r.. i r r t- r •7 . Street as shown on the application for Disposal Works Construction Permit No.__--____•---____-_.. Dated.......................................... ......................................................................................................... Board of Health DATE................................................................................ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS TOWN OF BARNSTABLE LOCATION �/�nr _ SEWAGE # VILLAGE �51ui� ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE 740. �, 9 a Q t SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) Y�l�X.,1v NO. OF BEDROOMS --e—PRIVATE WELL OR PUBLIC WATER r BUILDER OR OWNER -------------- / DATE PERMIT ISSUED: . DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No - I FrOA I I /0 s�7 Q�0*THE To�y TOWN OF BARNSTABLE OFFICE OF a = HAHa9T"L BOARD OF HEALTH y NAai °°ems i639' 367 MAIN STREET HYANNIS, MASS.02601 August 7, 1995 Peter Sullivan . Baxter&Nye, Inc. 812 Main Street Osterville, MA 02655 Dear Mr. Sullivan: V You are granted a variance to install an onsite sewage disposal system at '18 Garrison Lane, Osterville with the following conditions: (1) The septic system shall be installed in strict accordance with the submitted plans dated May 12, 1995, revised July 7, 1995. (2) The designing engineer shall observe and report the soil conditions and water table elevation at the time of installation. A copy of the report shall be submitted to the Public Health Division Office. (3) The designing engineer shall supervise construction of the onsite sewage disposal system and certify in writing to the Board that the septic system was installed in strict accordance with the,submitted plans dated revised July 7, 1995. (4) The dwelling shall be connected to public water. The variance is granted from Board of Health Regulation Part VIII, Section 10.00, Subsection 1.18 which prohibits the effective width from exceeding twelve feet wide. The applicant wishes to install a soil absorption system which i,twenty(20) feet wide. garrison The variance is granted because there are existing trees and landscaping which restrict the type and size soil absorption system for this property. Also, the system will be installed in compliance with all the provisions of the State Environmental Code, Title 5 and all other Barnstable Board of Health Regulation. Sincerely yours, fusan G. RaR.S. Chairman Board of Health Town of Barnstable SGR/bcs garrison DEC-18-1995 ' 09:18 FROM TO 7753344 P.01 BAMR & NYE INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Nterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508)428.3750 WILLIAM C.NYE, P.t-S.-President PETER SULLIV .P.E. -Vice President-Engineering RICHARD A. BAXTER,P,L.S. -Vice President November 9 , 1995 Town of Barnstable Board of Health 367 Main Street Hyannis , Ma 02501 Re: 18 Garrison Lane, Osterville Septic Upgrade Dear Board : In accordance with the terms of your variance please be advised that I personally provided construction supervision or the installation of the septic system at 18 Garrison Lan . The system has been installed as per the record document . cZ Additionally as you have requested the following inf rmation is for the file: The sail under the system is a Class T C-Layer Of at least a 10 foot depth with groundwater' at approximately 10 feet below the system. I trust that this meets your. pre'sent needs . Very truly yours , er & Inc or a eter-..Su777an . P . E V. P. Engineering SLIT ' ',%°1 `! cc: Rogers & Marney Inc . Post-It"brand fax transmittal memo 707 +rot pages► • - Te p $.31 Dept. Phone Y L - - CAPE COD SOCIETY OF Pf7pF$SSIONAL ENGINEEPS AND L FAX BARTER & NYE2 INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Osterville, Massachusetts 02655' Tel. (508) 428-9131 FAX(508)428-3750 WILLIAM C.NYE,P.L.S.-President PETER SULLIVAN, P.E.-Vice President-Engineering RICHARD A.BAXTER, P.L.S.-Vice President November 9 , 1 995 MMORSMR140: PARCEL Town of Barnstable Board of Health 367 Main Street Hyannis , Ma 02601 Re: 18 Garrison Lane, Osterville Septic Upgrade Dear Board : In accordance with the terms of your variance please be advised that I personally provided construction supervision for the installation of the septic system at 18 Garrison Lane. The system has been installed as per the record documents . Additionally as you have requested the following information is for the file: The soil under the system is a Class 'I , C-Layer of at least a 10 foot depth with groundwater at approximately 10 feet below the system. I trust that this meets your present needs . Very truly yours , er & Inc 1 QF r L eter Su ivan , P . E. V. P. Engineering �a �' rd cc . Rogers & Marney Inc . , - - g MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS LO"c'ATION S E W A E PERMIT p0. vlL LACE,e 6 I 1WS�TA+LLER'S JAQE DDGESS R OR OtM R DATE RIRIT ISSUED DATE COMPLIANCE ISSUED` P �'! '� . a ��' .I .. l� . � ��� � � � � .� e k R L No......... �,� THE COMMONWEALTH OF MASSACH.USETTS BOAR® OF HEALTH r� ............. ...................................OP...... ........-........-......-.----..--------...----------------------•----------- A lir�atiou for Uhi oo�al orkg Tontitrurtion Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at, , - ------------------------------ .................. --- -- ......----------------------------------•- --- ---- ----®---- ------------ L ti Address or Lot No. ftcaner• Ad s � Installer Address d Type of Building Size Lot_4d. �--'--. __ ate. feet Dwelling&'No. of Bedrooms._......................................Expansion Attic ( ) Garbage Grinder ( ) pa-, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................. d - ----------------------------------------------------------------- WDesign Flow....r......................................gallons per person per day. Total daily flow__._...............::......................gallons. Septic Tank—.' Liquid capacity............gallons Length................ Width---------------- Diameter................ Depth................ WDisposal Trench—No. ......:............. Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f= Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Oa ---- _ Description of Soil--------......Z-----------------------•----.....--------------------------•-- ----------------------- -------------................_.. x V •••-•--•-••--•••••••--...-•----------------•-----....••------•------•-•--•--•-••-••------•-•---•-••..........•-••-•......-•-•--..... W ................................................................................................................ -------------•--- V Nature of Rep ' or Alterati ns— nswer'w en appli ble..:1 ..- - --------------------------- - y Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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 the board of health. Signed. ..._ ::... ---------------------•-------- Date Application Approved By....... :.A------------------------------------------------- Date Application Disapproved for the following reasons-------------------------------------•--•----------------------•----------------•--------._............•••....... -•---•-----------------------------•-----.....----•-----------------------•----------•-----••••-•---•----••••••-•-•..._..-•---------------•......-•-•--------------••.....-----•----••-•••••••---------- p /§7/ p Date O _ O Permit No.................................. Issued 2-3.......-- .�.............. Date No. .. h!...... Flcs..........................._ 'ilE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF.......................................................................................... Appiirtt#ion for lliipniitti Works Cfnntitrurtinn Wrmff Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at � ., ' .�4 . ................ ......••..............Lo .ion-Address••--•••.......................•••• .... or Lot No. ....................... tire. .. '�- `�-� 9� �iz�8.+G f....................... W /lfe caner.......................................... •F/Icu d es �f �„� ---c - •__' ....' '__...__ __^ _____________'••""-•-"""-•--,--•--__....._..................." '_..I ..•........•..__. Installer Addressf ,, Type of Building Size Lot. ._.. _*`-` . feet Dwelling jL**No. of Bedrooms___�_____________________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) a4Other fixtures ...--"-----•"--•••••-"-"---•--•"-••---"-"••-"•--"---••.--•••--"••-"-------•--•-----•-•-----•"•••••"•""---•""-•""•-"•"_________________________________ W Design Flow.....f........................:.............gallons per person per day. Total daily flow..........................................,_gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. . Z Other Distribution box ( ) . Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ ,4 Test Pit No. I................minutes per inch Depth of Test Pit............_....... Depth to ground water........................ 44 ` .Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ u .... ---- ODescription of Soil :'Miry- a .....................'"""•••----•-••"•""------------""•-"-"•"-••------•--•••"•-------------•---•----•••••-•-"•"-._.._..'•-•-•--- x U ._________________•"_•r-••'•"•-_.________...__......____________________.___...__.._____________._.__._-__._._.._.__________-••____.-•--___._....."••-•'•"-•"••'-•______...._.__..._____...-'"••______ W --------------- --------•---------•.__..-"------------••------------•"--•--•"--"•"•••••..._____..__"----•-----._._.. .. ------------ ---•"-_.__._____-" ............................. U Nature of Reps or Alterati ns— nswe;w en applicable__ _l"' J 11 -. '_ `" Veit --------------------------------------------------•-------------- Agreement: r The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 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 7b the board f iealth. Signed Date Application Approved By......... _____��--:-_-_---__.__.--_-_•----- Date Application Disapproved for the following reasons:--••--•-•-----••"••-""-"•-"-•""-.................................................................................. .............................•••••'••"•__..__._____________...________.__.....____"-'-......._'---'_._....--••-_____-•-•_"•----------------------____."•--------•-------•"•-__.__--------•---"•"•--•..... !,A 1 Date Permit No......................................................... Issued...�t� �� : ....... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD,n OF HEALTH "ic !€ ..............OF..... - �rr�if irtt#� n� ft�unt�rli�nrr TH T R I Y, the Individual Sewage Disposal System constructed ( ) or Repaired (4-� by at.. has been installed in accordance with the provisions of TITIZ 5 of The State Sanitary Code as descrihed in the application for Disposal Works Construction Permit'No_______......_'7_1................... dated-.....�__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. '�3 F2 ,,� DATE-••-••..............••--•-••-"•-"-••-•--'---••••....___...........•••=••...._.. Inspector �-..r 1 ice-....................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH jJ., OF... ..................... .y�../�•� ..•----.__.._._._..........._._. y NO......__c?`.............. FEE............d..W..... Disonott1 Workg Twoustr inn unfit Permission is hereby granted__._,......... __.. `G''�L�` -•"________________:-.......................................................................... to Construct O or Repair ( ) an Individual Sewage Dis osal System_ at No........... '7 ' Y�r r1�_� 4/y/t t, 6.STF'p� le'ol C ------------- ---- .•-- _-•--- •-_--- --------------------- Street 1 6 J .w.�-3 —e as shown on the application for` Disposal Works Construction Permit No_ ________________ Dated..........................__._.............. -----••-_____..J ___. f,�B .................................. DATE'"- �____________________"• -----. oard of Healtht/ FORM 1255 HOBBS & WARREN. INC.: PUBLISHERS i AsBuilt Page 1_of 1 LOCAT3ION SEWAGE PERMIT NO. YILLA�G-E � i � oil f INSTALLER'S. f AM[ i ADDRESS APVWtT R OR OWNER DATE PERMIT ISSYE..D DATE COMPLIANCE ISSUED q -.2."! - �l, C4 ll� http://issgl2/intranet/propdata/prebuilt.aspx?mappar=114011&seq=1 12/19/2014 r , WINDOW SCHEDULE(POOL CPBANIJ UNIT MAN UFAC n MODEL DESCRIPTION UNR SIZE(YV X H) TLO(W X H) LIGHTS INTERIOR FINISH SCREEN REMARKS A MARVNN CUDHNG302S DOUBLE HUNG Y•11}•x P-l l}' 38;•x 80• 4 PTD. YES D MARVI N CUAANS024 AIMING S-B'x l'-11}' 3l'x 23}' 2 PTO. YES FASTING UNIT FROM MAIN HOUSE TO EE USED �EXTERIOR DOOR SCHEDULE(POOL CABANA). ' UNIT LOCATION MANUFACTURER MODEL DESCRIPTION TYPE FRAME SIZE(W XH) RO(W X H) LIGHTS INTERIOR FINISH HARDNNRE SCREEN REMARKS 1 CABANA-101 T.BD T.B.D Vi100D DARAGE DOOR CARRIAGE STYLE 9-V x FIELD VERIFY 3 PTO. T.BD NO 2 CABANA-101 MARVIN W080 ULTIMATE SLIDING FRENCE DOOR MDR iI,111x T-11}• 144!W 8 PTD. C YES UNIT TO MATCH SINR T'IN MAOJHOUSE !,INTERIOR DOOR SCHEOULEfP00l CABANA) UNIT LOCATION MANUFACTURER MODEL DESCRIPTION TYPE DOOR SLAB SIZE R.O MIX H)'I LIGHTS OVTERKR FINISH MARDVYARE REMARKS 102A CABANA BATH-102 T.S.D 3 PANEL 1}'MDF PRE-HUNG DOOR POCKET 2'-8•x T-Ir Z'-10•x T-2 t T WA PTD. G RECESSED PANEL NTH SQUARE EDGE 6 NO STICKING ' z O 1 j Z O F rc O Q A3W Aps A3W ATW A3W Apo ll `Orr II II � II I II I I ODVERE 1GFAnNG I AaaD A3W vW I I 0 i"a - 0 I I Asoo awo a3w ' . �+ 1•�+ r - u i l ILA I e'er}• 2 s '3T I _ 1- �-- r___ ______ _ _ U a I I '(I t rsLor>E 8. ..ell._ I Q _ I IM1 I b - 3TFANRFACE , I = REFFRTO 6MRUClURAt DINGS FOR ALL x 2 PCA(T I (l/ I 2 y'`+'— A100 fOVNOAnGN OINEN91W9AND DETAKG `I------- �_ b A 'N' WL STUD PCKf 'G&Tn1 PILWBING _ I 10? � vENT2 . A A A A O I' } e ! A _ I A =ti . eA180I8 E EE _ flA1HFAN _ —I _ KT00 `------------------------------------� O ----- - L J i I J I B'$ BALDINI RESIDENCE 18- 4 OSIER ILLS.LANE A300 a1m A3W A20D A300 Atm OSTERVILLE,MA CABANA_FLOOR PLANS LOWER LEVEL PLAN - °�i FIRST FLOOR PLAN t �O ROOF PLAN ?Oi SCALE 1/<'•1'-0' �, � GCKE:11<'•1'4 `� - SULLE:1Id'•1'-0' /\ Al 0 0 9 I t l ` k D c B A f Ira a ` G) ,.�._.�. ..... .- .. �— ...... ... T— .. .'c _=.���---•-- _ _.... - _.. — i ............... � {=iiii:-.'.. �iii;iiiiii ::.-':iii: 1�='=':� r..-r:::.. �€;i_ii :-�:::;::::: -� i€= :..;—.-x:.'. =:e_ . ........ \.:...�_ .............x..............%...........'...::.:..._...._x :: ..... t ..:x_.....;..._:.1... s,.. iw ......... I I 113 112P L _ s ..... ..................... .I .. _ _ ......... x " % 4A4112 6'AGt .... I......I_... , y - - Neloo --------- ---- - - -- -- I , i I I a � , I I , I I I ...,... �........ .....A.....:.......YY......__.:..�I.._....t.._!_...t....lI1lE........:....�.._. .......110...__ :-+_ , _ ___ _J____ i O ...i.... j.....) .....v..._. f yy .1.. i A......... OI : STAIR K 1_.. .. .... . 1 I ... )..... :AA .... ( _. �.... .. ._. i t d T n° I T _ UR T .. _Z ! I i ... • i'.V U i ..._ - _-----_---- ---�_ --_ - t(Y!P _ -�_ A.... l -.... ...... .. ... ... .._ ! _ �� ---J T j, ..s. _ .. .... - .._. T A E PAt,i6 1 SP... ................... I it E :. ..i 1M w , .._ _ ffi. I: echo :I L. I f _ I I l.. ..r o G o - � ........ - .t x_� [ ...T ... x ..•�t � I _ 1 1 A V ._.� 'PILE-........_._......I__. .. t ...... .1.... ....... A i _—...._...._.. �s Ia �$ g- ,�._l. .........._, .. NOT FOR ................._j.............. MUUfiOUM ... ......J..........�...................s i....�.........I�...... CONSTRUCTION AO .......... :.. _. I ..... T' 109 I BALDINI Qa O k .... RESIDENCE.R r... I ...................._,..........�........_I...... ..... ...TF III.F.,...^.. ............._: I ( I.....- FIRST FLOOR PLAN 1 10 FIRST FLOOR PLAN SCALE:va=ro^ 6 v I. x - z ... ----- ----- ME. ...E .. x x .. x .. ......_ .. — 3h- 'c, (( i j --i_'�^� _ x�-- r..'y�, 1 1->• Y s ___. .. __ __ ..... [7-J ........................................ a viz x z .. ... ..__ T4>_._ .. —r '_ ......_. _...... .._.. ...._ Y T ��I _ _ _-........ �_ - wx-- ............ A zE�— 1 ')ROOM . 5 { i 211 ,�t1iA68 , T Q x i } I I I NOT FOR CONSTRUCTION BALDINI RESIDENCE 18 CARRI.SON LANE QSTEWI.L.E,VIA SECOND FLOOR PLAN _SECOND FLOOR PLAN =� A o SCALE:114'=t'-0' ® � ..... _ . ..... . . . ..ID ......... �....I II I � I L.... .._.. ......: ......... .... . .. l_ _ . � .. .. L. . . _..---- ------ I t_ .... I 11 I I ........... .... ........ ...... _ ....... I CLOSET t ' 1 . I C18 j I O ....................... E1 I ....... F _ a C19 __.. I O I I I I I ........ �.. ........... i .... ......., _ . .... I.... .... - � I ...._. _.... �.... L....... CLOSET i nd MURPHY BED .. .......... - r-- -- — .........mall 1 CONTENTS- ARCHITECTURAL DRAWINGS: A000 TITLE SHEET � � _ i A001 GENERAL NOTES 3�,il A100 LOWER LEVEL PLAN A101 FIRST FLOOR PLAN h �)!Ar'; f A102 SECOND FLOOR PLAN A103 ROOF LAYOUT PLAN ` k A201 EXTERIOR ELEVATIONS- EAST&WEST A202 EXTERIOR ELEVATIONS- NORTH & SOUTH ""f i �� A301 BUILDING SECTION A& DETAILS { r ti i r A302 BUILDING SECTION B & DETAILS l A303 BUILDING SECTION C & DETAILS l[3/�b A304 BUILDING SECTION D& DETAILS - A305 BUILDING SECTION E AND F & DETAILS A306 FIREPLACE SECTION & DETAILS A307 STAIR SECTION & DETAILS A308 STAIR SECTION & DETAILSloop Ill t _ - A400 INTERIORS FINISH INDEX A401 FLOOR COVERING FINISH PLANS A410 FIRST FLOOR INTERIOR ELEVATIONS A411 FIRST FLOOR INTERIOR ELEVATIONS A412 FIRST FLOOR INTERIOR ELEVATIONS A413 FIRST FLOOR INTERIOR ELEVATIONS A414 FIRST FLOOR INTERIOR ELEVATIONS (� i;, 3 A415 FIRST FLOOR INTERIOR ELEVATIONS F-+- f� < ! A416 FIRST FLOOR INTERIOR ELEVATIONS A417 FIRST FLOOR INTERIOR ELEVATIONS w F S r A418 FIRST FLOOR INTERIOR ELEVATIONS w A420 SECOND FLOOR INTERIOR ELEVATIONS A421 SECOND FLOOR INTERIOR ELEVATIONS ~ A422 SECOND FLOOR INTERIOR ELEVATIONS _ A423 SECOND FLOOR INTERIOR ELEVATIONS U A601 FIRST FLOOR REFLECTED CEILING PLAN Q A602 SECOND FLOOR REFLECTED CEILING PLAN A700 WINDOW. DOOR & HARDWARE SCHEDULES A701 PLUMBING& PLUMBING ACCESSORIES SCHEDULE A702 ELECTRICAL&APPLIANCE SCHEDULE A703 MATERIALS FINISH SCHEDULE BALDINI RESIDENCE A704 CASEWORK SCHEDULE E101 FIRST FLOOR ELECTRICAL PLAN /� E102 SECOND FLOOR ELECTRICAL PLAN OSTERVI LLE, MA STRUCTURAL DRAWINGS S100 FOUNDATION PLAN S101 1ST FLOOR PLAN S102 2ND FLOOR FRAMING PLAN S103 2ND FLOOR CEILING PLAW S104 ROOF PLAN CIVIL DRAWINGS: BALDINI SHEET 1 OF 1 SITE PLAN RESIDENCE TITLE SHEET ISSUE FOR PERMIT / CONSTRUCTION 11 .01 .2016 A000 0 I O � — _ ¢c1 --------------------------------------- 318 � O O pr---------------------------- -------------------------------- I ' I. II I , I _ -------------------------------------------------------------- , - -- r - I I I -- I I e I I I I ---------J ► bl t .�/SR PITd CLEAN OUT el i -_ II a II W I I II I r I I I I I I I I W I I I I r I I I I I I I I II I I I I II I f! I I a — _II I I I I 19'A4 f LL UP --—� G\ STAIROPENING \ / I I I " I r I 41 DROPF SING IELEV:B2'-<1/�'ISITE ElEV=9.35') J I I i I FORSWE R I I I DROP WALL __ f I I _ IL_____J I • [ DRY WELL O CRUSH DI NRAL OW I REFER TO SIRUCG L I a p UPI FOUNDATIONDIMENSIONSANODETAILS I HANDRAIL-- ' I •. I I I I . I , I I I I I I DRAIN TO_�.._-.O L________________________J L_____________________� DRY WELL Fits mysTz�l_PQ�I' . I 8110KE DST P/R ®V F 'L---------------------------- J A305 J j j - GAS DETECTOR -;<<; L--------- L_______________________________________J REFER TD STRUCTURAL OWGS FOR SONOTDSE LAYOUT BALDINI RESIDENCE _____________J ;' i 1B GARRISON LANE OSTERVILLE,MA I I r LOWER LEVEL ° PLAN L----� ' A3oa \nso3 \naoz' \n301 T LOWER LEVEL PLAN ?\ Al 0 0 D C x B A 304 303 A20t 302 301 4'S 14'd' .-2 aat• I'St i2 1S 2Dd1. 511 ad• z ,D•-r z ro•sa• _ -Tre. I /I _ 1 ni e ! _ SINGLE SINGLE �i 9NO POCKET _—__ STUD PACKET I \ t R m.Z u I E I � ECK I I I I I ti, I j ip 41M14r2 Mg51ER BEDRM� j§ I 1 I I I o- \ I - — �I 5 N ! P, ..SCPEE'PORCHI - I l - - - - - -- - - (/�v 4,� - .- ---':_ OININO ROOM FL H - - 'Sal ,. ,. I LIVING ROOM —._ `.I —_ .— _l...a.2 -------- _ '- -CeEiN•'cL, III ILEas'CL I__- O -\.' 4'M1T 2 -".-�-- i - �EIE oECKING6. 1 _ I :aD•d . . j 51 112A_J j j 0M1x2 BM28=__ I II nl =RECESSED-' 3 1 I MED CAR. ' Y i •g -\ '' I -- I -- - - -- --- ,_ ---- --- - u•d• I U .f" ' ....` - J.__L_a 2M103 L _ _ 4_I! L 5M18 V W 7 \ 110A i _._. ___I- _ I 101E1 �'" DISH j tTO. CKI G l __C_ 4 M13 x Ji I !.. I DN - p� 1 Ji iNMHERN 1 r Y I I -_� ]FLu- TILc ESHOWER14 N W/GUSS ENCLOSURE 1 I R GP F I I \_ I Q UNDER MOUNT TRENCH DRAIN I 5 0 M15I i __ _ _ _ _ 1 10.3C]4 'A•' -__ - II38'REF. 30Co0Ktl -� 0� t ros C,, _. - -------- Y f._. .- �I I�--------- -`^-I_J I _.�-_ � ur\_, gzoz LINEN bn-��_-_-.__-.. --'11—g330 0 L_._---_—4I -a,� �r... -I _.__�-___-,'-o�i".\_N�e E._Ia.D�i,Y-',_r,._- .t01'za♦III-III__—.R.IIIII EoIIIII_s—SED WIIIIII E 5 MI53 � ° 12 M1210 M,oe�o�DRYER _1 -i III I D, I 4 10 REF ,.�, I m 1 r I 13 1 1 �•s,�� - _ - ' ___ I I I- I I _ II II II I I q. I =fix- I I sINCLE -' '4 n DN- 15 POWDER2�- 19T�w vocKEr .r-A T ----1,e 3/4c � Ll i W v MUOROOM 4 4 M,b2 2 D BALDINI RESIDENCE ELEV:toad j 15 GARRISOM LAME 4 Y _ _ -.._e'S / •..�/ _�._I I T. I- 5S / ,S td' Yd2' OSTERVILLE,MA I � I ,S 1'S 5'S I _Y.S -Y 3d , , , , ' SZ• SmONPL SJG�V PIE ®P //'- - // /-/__ .. .... ..--SI/-% 38 S2//-Y1__//3t•_ _ S6-_ - ._�./�_ _.. _ _ 13'1• �/%��%% LO CAA °6 �Q0R ® FIRST FLOOR PLAN A3D04 A303 A20, Al 01 FIRST FLOOR PLAN _----_ _-__,... SCALE:1/4"=1'{Y D c z B A 1� 304 303 A2o1 302 301 //.�'S2 i B-�1•_ DORMER BL'_ - - _.� _DORMER B'9J• �'SJ/ . I fI 1 t I i II i I �i o a o i I A IQ A 12� A I A R A y� u� I I � w 0 0 4,M20`2 I'ISEOROOM Yt �•MRJL3 eSa _ i L——_ .o ?,pi 'I. z'S2• 4 B'se � J' — 4 Jz 6 4 • Jz -SINGLE rBEUR00iM NTj D LINENET OP I _ _+! 71 - RECESSED MED CAB. 1 __ 44"I o Vr N -J A500 J UNDER NOW --- - 2ppgi PgNEL I ____ J _ - - S RECESSE ASDO (�y���7�J�p 0 M1 B A62I1 8 _ MED.CAB BA V/ 202A1 r w ® f J�� a-I Iz z s D 4� W ,B 1 _ pq 1 B M21 B S �• .DN �_ J I' T r _INGIE--_ UDPOCNET I — — �I l TILESNEEMU S BROOM p3 r D � GLASS EClOSURE ED 20B ] � I,I RECN GRAN Ury 1 I �1 I I 'q U A` q q AEI i I I I F I I I S.g2. i Bgl. g-q. 1 I�R DORMER 8'E' DORMER 1-81 BALDINI RESIDENCE 10 GARRISON LANE OSTERVILLE,MA SECOND FLOOR PLAN D C 1 B q A304 A303 A201 A302 A301 Al 0 2 SECOND FLOOR PLAN _ - _ ?� — - -._..._ SCALE.il4..�1.�.. 1 �a ZONE: U ceeq'y. : :4.1:;: DIRECTIONS: RF-I(RPOD) PERC TEST 14.773 From Hyannis: Headed west on North Area(min.)87.120 5F rr 110 1ner r,rxc n.rmHc Area Calculations Street &enter rotary. Take second exit Fronts e �E�ewn'Nropxrxu.s onto Scudder Ave. Turn slightly right onto Stec e.;n 125 �= *' Lg➢ wlnirssro ev M,111 nmoN , Town oreuw BLE Smith St. and continue onto Craigvllle eFront 30' 'Ittler ' Upland Lot Area = 51,250 S.F.+/- Beach Rd. Turn Left onto South Main St Side 15' SITE PASSED and Left onto Porker Rd, Turn Right onto Regr 15' a, Sea View Ave and a right onto Garrison Ln. {E;t " TEST HO1-r I TEST HOLE-2 'PEST MOLE-3 _ TEST HOLE-4 a Proposed Lot Coverage = 4,510 S.F. (8.8%) N 18 is on the Right. a[I• �•li ra ve Includes Proposed Building, Porches, Deck, \= v. •_ rn rn w x wr x wa and Pool. FLOOD ZONE: �_',^- ,'- aaW Zones: X,X 0.22,AE El.12 ':.%�•",_ •t� oeil�,,r,� v v r &VE El.14' s�ns•'v:.iur t...'^' n;. m1sw1°+Sw" L,.Mo"��ow" Gross Habitable Floor Area = 7,196 S.F. (15.27) Community Panel No.I,ro.ttall. •J• -`" 1xe a `Ira PALsa Per Architect - Includes basement, first, second, #250001 0757 J aLo.aAnp NLp.�.No covered porches and decks, and Eff-tiva Data July 16. 2014 Location Map: 21IALONS111a11 11MI. 1IGA,-GONE, e".;,1 pool cabana. a „ 1"=2.000t' `o o` aaxnn aW. sane,, anx°xn..aarn„ mx °axawA sax aaxmxa suss nW. a,a nm _ ASSESSORS REF.: C Map 114 Parcels all N PROPOSED TREES w OVERLAY DISTRICT: O - - SWEET MAGNOLIA - 8-10 3) Q Saltwater Estuary Protection x� c old N I Paul J.Donahue Tr. \ N NIF Is Dean & Catherine Jackson - ' 39109 , _ ... � N Lot: 21 ' e -� 15 Sd line Setback n i I 1 1 •` ,i: Y1T_-.- 'C re Tank ) . I a'ii 615. (-____ _ _ L 1_1 Existing Post PROVIDE 14" 1 ' 1 � it` � -. _ - -- VEL GRIP-Euyt Lawn -"W/-6 PERF PIP r I OSED PLANTING AREA - 840 SF Ifi.S r V�' 0 500 GAL CHA BE r - PROPOSED \ L W/2'STONE°(T1f) ^'IO 14 \ \ 74 Lawn Garage Man Hole DRIVE I 4' •J 1 I O I Q I I ExIstlIg Post TH-z -0-Utility Pole L.,�, ✓ -- \ PROPOSED r I i a Existing Pier SE3-0321 _ o Wooded DWELLING 1 I t_• I •\ (!1 •- �..% """"`L���rr"' \ _ i�i 1sT�. \ I fsE-iI I a ng Lot: 21 (B) "� . r) 2.ex PRO. Mag / I ' tone yc;k �`� � ill 9— v.. A I ` ! Eel River ea U a18 I r I, a 7 o mlw o o {�� x�Cn0CX91 �. mum o'm W SEPTIC NOTES Law d BM PRO. D Pole 0°/• "' 1 1 o 1 m r REPLACE CONCRETE STEPS 1.I,oemion of Uw,t es Shnwv nn This Plun Are Appnn At Least 72 Hours r ' _o PRO. _ / -Tf C, .o E 1 1 1 I W/ELEVATED TIMBER STAIRS Pnor to Any Exam noon For This Prulem the C°ntmuor ghell Make 1 O / ^� ae�Y PROPOSED i !tin t L 1 I I 0 the R,,uin,Notifications to Dig Safe(I-888-3447213)Aedcvnmct - _ /PROPOSED — y Sulli—En &,Cnex,11 a Inc 508-12a 3344 50'-6' ey f�Gp IPA 110 a SCREENED l 1n 1 smearing g ( ) a r,.415.t' 1 IF }1 1p +� I 1 I 2 1'hc Contrnuor is fteyuired 1"Secure Appropriate Permits From Town PORCH F'afio I La �;ty I }% n I I A Fnr Conswctlon l7efined b)Thls Plm PROPOSED q.. geneses , II ' 1 \ \ ' ------ �->- -: tv aw '� PROPOSED <'Fez •2 P P00(, / - ` I i I Be Cr, Scorer Lmes Must Cross n, ,end S Lmes Both L ncs d t. a - ..... ., :," A--e—s WA>FR 56R ACE 11.fi O �� I r I Bc ConswcmdofClass l50 PressureP p:wd Shell beWaterTested to �Ty� �.: "" FlL7RA710N Fi Assure Waten,ghte-In General,Water Lmes Shell be C,AI. led in `S 9Y- .__. _- on Cmrdi-i..With COMM Water Ard Shall be in Accvrd— I------- --- _ With 248 CMR 100-700&310 CMR I500 ---- - - -- --- -'-- s IDeck \ --- __ _ r I A.A.Minimum of W of C.—i.,R.qu,red for All Components. ,;f a .��1 p� S.All Stra—e Buned Three Feet yr More or Soblect i �� ed 1I \ \ to Vehicular TrvlTe to be 11-20 Lovdmg It is the Engmeels t ' _ •�1�$ l - ass' `l'\ Recommendatl-Nat H 2O AI--be Uscd \ ` - -16' •„n N 6.Install Watenight Risers erd Criers 10 Within 6"of F,mshed Grade N71'11'40•'E / ' / I •I�.. 11 \ , • - +`_ "" •ro - - _ Over Septic Tmk Inlet,Ou11,t D Box,and Two Leaching Chambers 305.9 ," } Privacy Fence All ec,--re to be maximum 18"fur wncrete.124 Cast Iron � 1 rd PROVIDE ORYWELLS FOR _ -- - - - -` -- III I I l Flood ROOF RUNOFF& �"' t0� vision vndthe Towa of B-1.1,1c 7 Septic Synem 10 be Inswllcd m Accordm<e With 310 CMR I5.00& 248 C I Olih R 00 Let-Re Zan POOL DRAWDOWN(TYP.) - 1 BaardP gins ego mi,m9 gone FEMA j6�1A n L 39 1 dh a.AIIPi in tub,S,,h,40PVC Effect /161Chance N/F / Q 3f'000 / \ 11/ 9.DBoa ShalllimesMlmmum Inside Dimrnsion of l2".andsMinimum Elf 2%A Harrison &Nancy Buck / SamPof6^ Zone X IJ ^°\,'C�, ^.O : / 5 ,G : I /. // 10.Th.Sep—m,Distant,Between the Sark Tank Inlets and O ry I Oullcts Shall be No Less thin,the Liquid Depth.Inlet fees Shell Ext,nd lu ./O^F / ' / \ V a Minimum of 10"Belaw'the Flow Linc.Outlet Tces She])Extent 14" Buffer Zone Calculations c��C Q \ / Bd—the Flow Linc,end Shell be Equipcd With a Gas B.Me. Existing °I,�4'�ct•: 0-50' do Building = 2,450 SF DESIGN DATA OSED PLANTING AREA - 1,800 SF Deck = 175 SF Single Family Patio = 645 SF -Proposed Dwhiny - —Finish crae, Total = 3,270 SF 9R-156edraams Actual -Prupamd Pool Cabana Sae Nora 6(1yp,) I Roam F.G.EL. 15.0a•- •Final Foundaton Gmdin To Be F 9 iMin Compac+ed FII Filter 50-1 DD b B dro,m To al Design©110 GPU oar,n,e ,n Lvndscape Plan r Fabric Building =950 SF No G.,bege Grinder now Equuiz<rs _ z" 1 Use Daily Flow=6,T..k '-1— As Raqui.ed Pea Ste- Drive = 125 SF EL. w.0 Drive = 605 SF u:ee I500 G,I Septic Tank msmn,r m 3' i H-20 confirm Prior EL_L3.p2 H-�a r ��_ 3/a.'-1 i sl Total = 1,680 SF To Any work 1500 c,non \EL. 12.7s roc EL. a.zs LEACHING Double womae LEACHING AREA q sepe,rook y.zv H-zat CHAMBER star. ,. Bonum Ares (12'-10"x 50'-6")=648 SF ` ° 0-9ox 1 i a H-20 Proposed — Tu1nl,.11-ded2�90ASF0 69125F 53SFed (See Note 5) < StY�Ldtii\ t I Leaching P ) 1L2� 0-50" � ra e<msmn,d on cnomb<r I. n'-10" Building625 SF ° ate°x` Bedding,'r'a. Parch / Covered Deck = 580 SF ma non , a cr--lend Remove&AeP',, LEACHING CHAMBER DESIGN Par' `ea els Ail un<wmnie sells within s ar CROSS SECTION OF HA Legend: Patio = 325 SF All Pipes 1,be Schedule 40.Use a,Per one s ma aster Prim«<r or m<systam Total = 1,530 SF (-1,740 SF) 5.500 G.I.Lrnching Chambers in A - NOT TO SCALE In Light Post 12'-10"x 50'-6"1) ble Washed Stone Field as Shown. V Hydrant 50-1 DD Per Tesl^Hole 1 Host Bib EI CB/OH Building = 2,170 SF DEVELOPED PROFILE OF SYSTEM _- O Crounew ter -0 cuy Deck = 95 SF NOT TO SCALE Per T.a,e,stand,rd 4 Re utility Pot, Pool = 575 SF Add Septic Design 10 1 —OHW— Overnead Wires Patio = 860 SF - duce 50 Buffer Polio by 250 SF&Add Addition Restoration 10/18/15 --25-- Elevation Carl— Total = 3,700 SF (2,020 SF) REVISION:Eliminate Patio By Covered Deck&Add Bank Restoration Area 10 03 16 Hpuy Tree NOTES: PREPARED FOR: PREPARED BY: TITLE: III Site Plan 1.)The structures shown ware locatad an the ground Edward & Elizabeth Healey Boldini Engineering& Proposed Improvements 0edai,au:va< Miti ation Required by aanv<nHa^I, y mamas,an ar betty«n g q 2.)M proper d 6/1e info . as Sulfivan � Consulting,Inc. At 2.)TnA property line l2015. n snows n,r,an w (-1,740 SF) X 4 = -6,960 SF aampuad o-pm ovdname regard mfarmauan, r 9� eonneroas Tree 3.)me datum used is NAVD 1985,.fixed mean sea (508)426.3344 P.O.Box 659 7 Parker Road,Osterville,MA 02655 18 Garrison Lane (2,020 SF) X 3 = 6,060 SF level datum. seci®sullivanengin.eom•w .sullivanengin.com ti Total Required = -900 SF 20 p IO 20 40 e0 Draft: JOD Field: RRL/MML Barn stable (os Mass.tery►lle� cedar iree Total Provided = 4,425 SF Review: PS Comp.: RRL DATE: SCALE: In Project: 30012 Project j C291 August 23,2016 1"=20' ZONE: w r � t � , '`� �� (1 - �•, DIRECTIONS: k RF-1 (RPOD) �° ■ From Hyannis: Headed west on North Area (min.) 87,120 SF ' PERC TEST: 14,773 /^� . +r "+ PERFORMED BY:CHARLESROWLAND,Err- SULLIVAN ENGINEERING As ea Calculation IS Street & enter rotary. Take second exit Fronta e (min) 20' SOIL EVALUATOR NO.13586 onto Scudder Ave. Turn slightly right onto Width min) 125' a « " Setbacks: `.`..�.` 1'.' ��'�� rfca<,• WITNESSED BY:DAVIS STANTON,R.S.-TOWN OFBARNSTABLE Smith St. and continue onto Craigville Front 30' r AUGusrs,2ols Upland Lot Area 51,250 S,F,� - Beach Rd. Turn Left onto South Main St Side 15' SITE PASSED p / and Left onto Parker Rd. Turn Right onto Rear 15' Sea View Ave and a right onto Garrison Ln. TEST HOLE- 1 EL.17.5 TEST HOLE-2 EL.17.2 TEST HOLE-3 EL.15.2 TEST HOLE-4 EL.15.5 Proposed Lot Coverage = 4,510 S.F. (8.8�) # 18 is on the Right. ` • ` AELAYER1oYR312; AE:LAY&K.loYR3/2 ._.:.: AE:htiYBR1oYR.3a. AE'LAYBR10YR3l2' Proposed Building, Porches, Dec r VERYIIARKGRAYISHBROWN VERYDARKGRAYISHBROWN VBRYDARKGRAYISnBROWN ''' VERY DARK GRAYISH BROWN' P 9 ' ' Includes P o d 'n s k FLOOD ZONE: 14" LOAMY.SAND.. 16.3 16' LOAMY.SAND 15.9 12' _LOAMY.SAND.'.'.'.'.' . 14.2 14" ...... LOAMY SAND 14.3 and POOI. B LAYER low.5/6'.'. B LAYER.t.OYR 5/6 B LAYER.l0YR.5/b.'. '... '. B LAYER.1 , . 516 Zones: X ,X 0.29, AE El.12 """.YELLQWISH BROWN YELLOWISH BROWN _ YELLQWISH'BROWN'.." YELLOWISH BROWN..'.' & VE El 14' 28" MED..SAND.... ..... 15.2 28".. ""IofED:.SAND 14.9 36 MED:.SAND... ......... 12.2 34" ._. MED:.SAND." ....'.'12.7 Gross Habitable Floor Area = 7 196 S.F. (15.2�) Community Panel No. " ° .r. C LAYER IOYR 812 C LAYER IOYR 8/2 C LAYER IOYR 8/2 C LAYER IOYR 8/2 , #250001 0757 J VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN VERY PALE BROWN Per Architect - Includes basement first second MED.SAND MED.SAND MED.SAND MED.SAND Effective Date July 16, 2014 Location Map: 26" PERCTEST 15.3 26" PERC TEST 13.0 covered porches and decks, and 1„=2,000f'. 25 GALLONS GONE IN<10 MIN. 25 GALLONS GONE IN<10 MIN. OOI cabana. O PERC RATE<2 MIlJ/IN(LTAR=0.74) PERC RATE<2 MIN/IN(LTAR=0.74) r-� L N 132"1 16.5 132"1 17.2 132"1 15.6 132-1 15.5 ASSESSORS REF.. NO GROUNDWATER ENCOUNTERED I T NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED Map 114 Parcels 011 PROPOSED TREES N LL, OVERLAY DISTRICT: SWEET MAGNOLIA - 8-10' (3) Saltwater Estuary Protection Q \, \ N � IV f of Paul J�o0h.u� 77. \ �\ N .� -43 NIF cn _ Dean & Catherine Jackson \-76'N71' 11' 40"E \ \ 391.09 N / 1 + , r ° _. .. L Lot: 21 LC1 t -' 15 Sideline Setback ~ -----1-----•- ---�----- ` i o �ti--------._J •--•--•----•- -- r--- f - - --------- Il ne Tank +t .o --•--• ......... -- -- -- i C �, 5.45+ . . �.;:�:-." - _ ___._I ) {_ f x sting Post � . _ _ PROVIDE .5 � I 1 1 i 1 PIP is ! ' OSED PLANTING AREA 840 SF r1 ` �I +� O 50 GAL. TH-1 PROPOSED S3Na F 6 ...., { f . ... \ I Lawn 15 Garage Man Hole ' DRIVE ' � ,.' o f .:''' Exl�sting Post TH 2 1►J i '. 1 Utility Pole / 1 :'.I: :' . . ! / W (T) I, ;/ l \ PROPOSED j:"" 4_ Q a i ExistinC Pier SE3 0321 �-t wooded \ I DWELLING O i tiny '0 0 �. O CJ� to Q0' Lot: 21 (B) '� 1 t5.7 s t :a t�o ' `' f V:' �,z 1 ! I O o <- / a w t 2.8X m 1'. 1 [>` �,.! i M l:.: j `� � �' PRO. g r i Stang rJk \ O eliirlcl v {:'.'.':.. .I ;o Q j a a ea D-BOX VD f � 18 f I 1.. :. I to mlw o o _ � � � . a ' 1 _ z Eel River Law 4 BM P�? Pole �J P f �N TS 7 O i. . '. ...t.l Q W I SEPTIC NOTES - , .•` I _ ' ,t 1r :: CONCRETE STEPS 1.Location of Utilities Shown on This Plan Are A rox.At Least 72 Hours .0 \\_.:. '; . . . . . . . . . . . . �' . . . . . . ' o PR_ S A.S \ �.'.i:.: .'..a W ELEVATED pp (( P o ....: ::: REPLACE 1 r j I , TED TIMBER STAIRS Prior to Any Excavation For This Project the Contractor Shall Make O ¢� OPOSED ! n 'OSEDG� ROPI.'. ' / O the Required Notifications to Dig Safe(1-888-344-7233)and contact its1 50 -6 f ' t0 J ~ . .'..'�'. ' ' . I ! Sullivan Engineering&Consulting Inc.(508-428-3344). S R ENED o;.. . '.'.. � rl + > a I; -i , _ - w \ / , --� + op 2.The Contractor is Required to Secure Appropriate Permits From Town c- I O. PORCH PC ica Lawn 3. I 1 w- a Agencies For Construction Defined by This Plan. , `. ._._ �-.� �.�. RESER E� �,° .,�R. OSED. .: :. � h• � f �':(:'. - •- �' 1 .- ; I_ t00V OROPQSiD , , p0 ._ : __.. -,- N L akvn x� n "� `" I I ::I E 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall ' CABANA ` WATER E 14.6 t! Q : :'� :' 1 1'. I i Be Constructed of Class 150 Pressure Pi and Shall be Water Tested to s �. . . . . . . . .« r TH-3 i''` ' t :re(l \ r . t - FFE 15.5 E FIL 3RAT1 �'" 1.L..:: ; :` Assure Waterti tress. In General Water Lines Shall be Constructed in / i 1 . C�xar�.,z,,.�.y_ W1t>!}COMM�atex,a�..>..a,...I b•�in Accordance r .-- 1.007.0015.00._ - "y'. "'.'- : ..j: \ �- 4.A Minimim of 9'"of Cover is Required for All Components. �. .'........' t. 5.All Structures Buried Three Feet or More or Subject . o ed 1 1 I Lawn 3 ,,Y ,:.., ` I �, l to Vehicular Traffic to be H-20 Loading.It is the Engineer's v t " �� i I I' l \ Recommendation that H-20 Always be Used. l � N71' 11' 40 E ...' ..". :.- " 1 J. I 1�1, j , y „ 6 305.9 ��.......:.1 •J. r.. ? } t Install Watertight Risers and Covers to Within 6 of Finished Grade \ Over Septic Tank Inlet Outlet D-Box and Two Leaching Chambers. ... ..'.�.. f r --I P , g 6 Privacy Fence I :.:...y_, ..... f.. « M"" " y \ o u - - -_ _ All covers are to be maximum 18 for concrete or 24 Cast Iron. - d NaZard PROVIDE DRYWELLS FOR o _.. :..: ;.'..' --- -- -;-------� " ROOF RUNOFF M`` ` f 7.Septic System to be Installed in Accordance With 310 CMR 15.00& I p y I o o �- NOFF & o .�. \ 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable F a::' ' 0 NI in Gm of `0 n e POOL DRAWDOWN (TYP.) _ -� N " Board of Health Regulations. X Z 14 .. ':: : °1 Lot: 39 } \ Zone. EM 6 e : •:`::`� 8.All Piping to be Sch.40 PVC. F �/1 C Chance N F �" :r.t... a„ :. .. . .. n G / .D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 130.00' / ne fX 0 2% A nUal Harrison & Nancy Buck o Q) , _ �/ r j i / 9 Sump of 6". Zane O� IN ry r tij J I /` / 10.The Separation Distance Between the Septic Tank Inlets and Ov Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Buffer Zone Calculations c 4,j � � �' / � � � Below the Flow Line,and Shall be Equiped With a Gas Baffle. o � �� �<v Existing � o� o�� o Building 2,450 SF DESIGN DATA �'� OSED PLANTING AREA - 1,800 SF Deck 175 SF Single Family Patio = 645 SF Proposed Dwelling Finish Grade Total = 3 270 SF 9 Rooms/SBedrooms Actual ; - - ! "" F.F. El. 17.00 ' -ProposedPoolCabana See Note 6 (typ.) 3' Max. � .�,:,,.,., �,rt,, � _ � � 1(_„ l y 1 Room F.G. EL. 16.00* - *Final Foundation GradingTo Be F.G. EL. 15. 91, Min Compocted Fill Filter 50-100' -6 Bedroom Total Design @ 110 GPD Coordinated With Landscape Plan AFabric Building =9 5 0 SF No Garbage Grinder An d/Or Flow Equilizers 2" 118" - 112" Patio = 125 SF Total Daily Flow=660 GPD EL. 14.00 As Required Pea Stone Use a 1500 Gal Septic Tank Installer To 3' Drive = 605 SF EL. 13.0o H-2o 3/4" - 1 1/2" Confirm Prior H-20 Total = 1,680 SF To Any Work 1500 Gallon EL. 12.75 Too EL. 12.25 LEACHING Double Washed LEACHING AREA Septic rank 11.75 H-2o ' P 660 GPD/0.74(LTAR) 891 SF Required (See Note 5) D-Box EL. 11.58 CHAMBER Stone Proposed Sidewall=AIT-10"+50'-6')2'-253 SF 1.25 L achiin ' g -T 4 -• 10" 0-50' Bottom Area=(12'-10"x 50'-6")=648 SF To Be Installed On Chamber 12'-10' - BUlldln = 625 SF Total Provided=901 SF Toe ompacte ose _ Bot. EL. 9.25 g Bedding,"T"s ITN OF�j Porch / Covered Deck = 580 SF Inspection Port, if Eneounterei}. i?ernive &. Re IaCP �P LEACHING CHAMBER DESIGN & Baffels All crr,�u�tbbie So;fs within �r: o CROSS SECTION OF CHAMBER oZ� JOi► ss9�� Pa tl0 = 325 SF All Pipes to be Schedule 40. Use as Per Title 5 The Oufer Perime#er of 7}1e System �� • G Legend: p a a(r ,� m Total = 1,530 SF (-1, 740 SF) 5-500 Gal.Leaching Chambers in a EL. 4.2 NOT TO SCALE AIL Light Post IT-10"x 50'-6"Double Washed Stone Field as Shown. U IG. ?g1�8 No Groundwater Hydrant 50-100 Per Test Hole 1 DEVELOPED PROFILE OF SYSTEM � Hose Bib Building = 2, 170 SF 0 EL 5 /OVAL E� CB/DH Groundwater Guy Deck = 95 SF -U Utility Pole Pool = 575 SF NOT SCALE Per r.o.a. Standard Add Septic Deslgn 10 28 16 Patio = 860 SF Reduce 50' Buffer Patio by 250 SF&Add Addition Restoration 10118116 - overhead wires REVISION: Eliminate Patio B Cowered Deck & Add Bank Restoration Area 10 03 16 - -25- - Elevation Contour Total = 3, 700 SF (2,020 SF) y / / Holly Tree NOTES: PREPARED FOR: PREPARED BY. TI TLE. Site Plan • 1.) The structures shown were located on the ground Edward & Elizabeth Healey Bal d in i Engineering & Proposed Improl-fnments by conventional survey methods on or between 1"\ Deciduous Tree Mitigation Required 611212015 and 611212015. consuitinonc. = -6960 SF 2.) The property line information shown hereon was AtC( 1, 740 SF) X 4 compiled from available record information. u ivaii O 3.) The datum used is NAVD 1988, a fixed mean sea (508)428.3344 P.O. Box 659 • 7 Parker Road, Osterville, MA 02655 18 Garrison Lane r' Coniferous Tree 2,020 SF X 3 = 6,060 SF level datum. • ( ) seci�sullivanengin.com vlrww.sullivanengin.com � Total Required = -900 SF 20 0 10 20 40 80 Draft: JOD Field: RRL/MML Barnstable osterville Mass. w & Cedar Tree Review: PS Comp.:Total Provided = 4,425 SF RRL DATE: SCALE:Au ust 23 2016 1 fr=20' Project: 30012 Project # C291 9 t .Y y d W i a x II am 01 " fl Pond •.: :. s op 3e o� jg 1. .r ' �f��M:/./ /yam► n LOCATION MAP n` ~ c COTUIT QUADRANGLE r, j SCALE: 1:25,000 \ ASSESSORS ` .. t MAP 114 PARCEL 11 `• GY � , � ZONES: A. P. lip yi Ifr 1 j r r MINIMUMS AREA = 4.3,560 S. F. FRONTAGE = 20' WI ETH 125'= 30' FRONT ACK i SIDE SETBACK''= 15' . 0 UNE OF MEAN HIGH WATLP. 0 t 0 AA1 4/20%3 REARBUILDINGTBACK 15' HEIGHT__ = 30 O (OR 2.5 STORIES,IF LESS) OF�SE� BOTTOM BANK EDGE BEACH 4. \ TOP.BANK - EDGE LAW w \ z 17.6 S 'I 6 Z LCe/ I 12 9.4 BEACH AREA 4.5 O VX' t614 8 \, 6 \ , c�sON, E 3 t� `o p � /7�'40 ,W 1 .5 S 95 TOM 4 CB/DH ,618 x 9 ` 1 EL 17AW NM .0 7.2 Nis .8 LOTS 21 C1, 21 B & 39 v� , L L. C. Pi. 2664-53 ��,.. op16 1 59,238 SF 14 1 a 4 ; • n i a i TO LINE OF MEAN- HIGH 11�, .• `� ° _ y D. B. REACH AREA' . t Y X _ 16 1 METER PIT � 1.7 LAWN a' .SI WATER 2 0 e S �. HAND-AUGERED TEST HOLE s ' 10• DOGwooD OAK 1 2 .• 0 Ao.00' a� •. � '! � x 1 .7 0�Q� � ' .9 � �e�a � `; �h1'k 1.7 4" Hwt f �6' 2 X 03 v X 21.3 .. .. WN'AIrEA r MR V• MAPLE120 1.4 .4 13.1If X 17 16 �I 12 I IV Aw OAMN \ POLE 240/PIA t 4 . 10 .3 / \ W OAK ---- LAWN , X Its \ / r V TBM,� de/OH i X 17. Et �°e.es' NOW d). CB/bH x 17.1 00, 00-� N tY X 18.3 30g 9� c b " ssl 0� PROPOSED PLOT PLAN , J CB/OH C�1 AT NOTES; �• 18 GARRISON LANE ELEVATIONS 35 ATIONS REFER TO RM- } E` + OSTER\AUF, DRABS. SEE FOR SEPTIC DETAIL AND INVERTS • t71� �, ! SHEET 2 ,OF 2 7 Q{� LINES OF FLO UNDARIE5 OD 60 DIGITIZED FROM FIRM COMMUNITY ;i,`'t9 I FOR PANEL No. 250001 0016 D (REVISED) :DULY 2, 1992 USING B 0 LANE WITH UNAMED WAY AND !?•! `° CLINTON R. FERGUSON INTERSECTIONS ,OF ,GARRIS N SEA ,VIEW AVENUE AS ORIENTATION POINTS. I ; SCALE. 1" 30' MAY 17, 1995 m NOTE REVISIONS AT LEFT •7!,;t BAXTER do NYE, INC. 812 MAIN STREET _� A ti 'IZ OSTERVILLE, MASS., "02655 i SUUIVa€? ; (508)-428-9131 H No,297K 74 DRAFT P.E. P.L.S. rr 2. 7-7-95 REVISE LEACHING SYSTEM JRE GRAPHIC SCALD 1. 6-8-95 UNDERGROUND UTILITIES JRE X `, N a v 10 0 1s 30 .So 12 0 REVISE,LOCATION LEACH FIELD p► N0. DATE DESCRIPTION BY 8Y BY W 4w f �_ ` ( IN FEET ) v 1 inch 30 it. {, 91603 (PPP05.DWO) 5 � . SHEET 1 OF 2 I .r ■ 9..rrwr irr' 66� INSTALL RISERS AS REQUIRED TO 'A OFIINISH GRADE WITHIN 12 LOCATE VENT SO IT DES19M DAIA, ALL STRUCTURES AND PIPING TO BE H-20 IS NOT READILY.,fSEEN PROPOSED 6-BEDROOM SINGLE FAMILY DWEWNG NO GAROAGE GRINDER .CO"NECT EXISTING-SOIL, PIPES FROM DWEIMO DESIG* F�O*. 6 x 110 CPD 660 WO � I I . : .... I d ­*'19.90 , FIRST'FLOOR REPAVE OISTURBEb POIRMNS OF SEPTIO TANK: 660 GPD x ISOX - 990 GPD EG lir EXISTING DRIVEWAY EL 16' + (TYPICAL) US ttz q. IPPOL-CALLON SEPTIC TAW YM,COMPARIWENTS 12' Ec 16' PER llbl�A OF BARNSTABLE BOARD Of HEALTH ON-SITE SEWAGE BSMT FLR EL IlLff 16 DISPOtAL;CONSTRUCTION MERAL'ftTAMtEMENT 1.1 4� BOTTOM AREA n n 660 GPD/0.75 C/SF/b:- 6W Sr APPLICATION AREA REQUIRED! ACME PRECAST M-20 1118' .(END) 1300-CAL INOALL AMOCO NON- USE 20' 42' LEACH FIELD WITH!e DISIN UTION LINE 4. 13 0' 'FILTER FABRIC #047.. EQUAL H-20 13.75 REQUiREMENT OF 12, SIEPTIC TANK VARIANCE-REQUIRED TO MAXIMUM fie 13.51 **7 CkUSHED BOTT16.1M AREA. PROVlDkDl 21, X 43' 903 SF 60 CRUSHED TTOM EL 11. STIDNE STORE ALL P!PE,TO LEACH FIELD TO BE SO4MU 40 PVC SOLID got 120 10.51 20' A4 .o ALL-PIPE IN LEACH Aftb TO BE t6i&hl 40 PVC PERFORATED FULL LENOTH Vill* NO ALLOWANCE FOR imewALL AREA &L cw0ONENIt TO si H a "Aipi� Aii EM 4b PERCdLAiION RATE.- lbt'lHAN I'MINi PER INCH (ASSUMED) MOM c 2-2# 000UND WIN C6WCIW OW-20 A/MAR64 l!".. NOT T� CALE *06111 H6� 4/20/93 0 10 w 0011 4 'w 4, 2W 1v 1 14 _;iw 4 5! �Cy 7 '1 III JIX WJqU'WASHM Aw �0% FINISH GRADE MA%.o` 86E' REPLACED W111-1 r PERFORATED PVC, I INSITU MATERIAI. Ir I cl It I LENGTH low%- ifo, *A DCTA&_,LffW 11AMM OVE ..sow IF ENCOUNTERED REM SCALE- 10 101 UNSUITABLE MATERIAL TO INSURE THE SIDEWALL AREA OF MM IS IN CLEAN MEDIUM SAND OR FILL PER 310 CMR 15.201 15 �.293 ABANDON COS M 0 CESSPOOLS'AN0 91011C TO* DRAff P.F. P.L& PUMP E)OS I NO STRUCTURES DRY AM POWNE ALL MASONARY TO ONE FOOT BELOW BACKOILL WN CLEAN M5W &AM. oo� RETAIN UNUSED CESSPOOL A_ FOR USEAS DRYWELL - 2. 7-7-08 ___Rl`WSt LEAChIING SYS?19W FOR ROOF RUNOFF �ALVNMQWND..uw7lES AE WM LMIYON LEACH FlaD NO,t DATt -.,,,BY-- -,gy- 8 CMTEC14WILTRATORS .?v PER LINE 18 TOTAL NO" 11C DUAL '#An* ft"PPLY FOR THIS LOT IS MIJI NCIPAL WAIM LftA?ft or MMINO WlnC AT AM WMTS IS APPROXIMATE AND K RY CONTRA" PRIOR To WAV LmAl" or owTo VOWN ON Ikm.ME AT LEAST 72 HOURS PRIOR TO ANY EXCAVAffoN FM IM SCAM le 46 %w PRMCT INE CONTRACTOR SHALL MAM THE REQUIRED NOTMIM TO DIG SAM (I-M- 22-4844) An APPROPRIATE WATER DISTRICT FOR L=IION DA FOR TA. q is A""Alt i ro MOTION DO 12. IM P 6WIPOWN AGENCIES TH&PLAN. or 01INISH I�Am No WWALL m*" ,AS REQUIRED TO SIM.;,AT LE" INVALL RISMS AS lj%ffaNlSH OWL 'A ALL S"vC C=VTTO lkkA Ai 120 1 ALL SEP71C COMPONENTS 19.141. WNMC IN A OVIDE III M03 P" 1310 CMA 13.241, Ilya M N STRW - m:7 .:,b9ftVIL-12, MIASS.j 02635 V. VENT L (508)-428-9131 uot C:> VERT GRAPMC .SCALE L4 20' 120 A 30 *t A"us e 36 120 V A IN Fm 91003 (ppp06.DWG) I irmh 30 ft SHEET 2 OF 2 PDA nwnl, 91603 JPP 4 M 2 OF 2 ............. w 134 13*0 dlN wovim j r7 3!-� Olt .0 Jr H ED 13 E 4f