Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0274 BRIDGE STREET - Health
274 Bridge Street Osterville A= 093-021-002 / ,t i i i i i I i Derek Skillings dskillings@sk'illingsandsons.cont 9 Columbia Drive I .+ Amherst,NH 03031 1 SkiIIings&Sons,Inc: Bringing water well technology to a whole new level Phone 603.459.2600 fax 603.821.3850 cell 603.235.1029 toll free 800.441.6281 WWWAillingsandsons.com a to a , of Water Well Drilling Geothermal Drilling • Well Pomps Water Treatment Water Testing Hydrolracking t ' • a r i Fee-------------------- BOARD OF HEALTH TOWN OF _ B,ARNSTABLE 0[pplication for lVell Con0tructioni3ermit A,5; cation is hereby made for a permit to Construct ( ✓j, Alter ( ), or Repair ( )an individual Well at: ovation - Address Assessors Map and Parcel l Owner Address -----------------------------------------___-------__._------------- - Q -- Installer — Driller Address Type of Building Dwelling._ e S �a.�. Other - Type of Building-=---------____- No. of Persons----.-2J.0. Type of Well C(05R X00P Y--y 4.-9 Capacity--- � --—---- - -- Purpose of Well- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The 8 Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Complian e h een issued by the Board of Health. Sign - -- ---- - bc i a - Application Approved By — —____--_— ` �✓ __!_ date Application Disapproved for the following reasons: ---------.----.-------__________— _—___ date P Permit No. -JL — --- Issued--- - -r�— __------- date ------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certifitate Of Compliance THIS IS TO CERTTI•FY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) Installer �. has been installed in accPdance with the provisions of the Town of Barnstable Board of Health Private Well Pf ote/tion Regulation as described in the application for Well Construction Permit Nc{!� ©�-��-Dated-- ---THE ISSUANCE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------- -- - Inspector x � Fee-------------------- BOARD OF HEALTH TOWN ® RNSTABL_E ZppCication; ioreCC Coit0rutt ion Permit 'a Ap lication is hereby made for a permit to Construct.( 11 Alter ( ), or Repair ( )an individual Well at: '-Location --Address Assessors Map and Parcel Owner � Address Installer Driller —~ Address Type of Building Dwelling Other - Type of Building- No. of Persons--- L1-0'-_..--_--_.____. Type of Well a Purpose of Weller-� - i`"41 Capacityn q --� � -----, --- ------------------- --'r`� ^---- ^ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Complian e h 5 -een issued by the Board of Health. Si ned _ - 3 L,)G —Application Approved B /'dg�x ✓ date Application Disapproved for the following reasons: -------- -- _—_—_— �___ r � � � � date U' I c C9U f- _ - Permit No. J --- Issued--- - - --_ -__—_------------- date BOARD OF HEALTH TOWN OF BARNSTABLE �A Y Certificate Of Compliance THIS IS'PTO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by 4__- � / Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit NoW --�� -�,-Dated -j /�- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -------- ----- - Inspector--------------..__----____—_____---____-- BOARD OF HEALTH ,apw TOWN OF BARNSTABLE ell Contraction 4periffir . No. ! ' _- C�G Fee- - - Permission is hereby granted 4 '1 --�— to Construct (>4, Alter ( ), or Repair ( ) an Individual Well at: QStreet ; as shown on the application for a Well Construction Permit - No.- Dated --------------------- °. �- Board of Health DATE Massachusetts Department of Environmental Protection Bureau of Resource Protection - Drinking Water Program UIC Registration Application g pp tiara for Closed Loop Ground Source Heat Dump Well ' Registration Category Registration of Underground Discharges to Injection Well(s) Modification to an Existing UIC Registration ❑ UIC Registration r=ee - Exempt For Modifications to an Existing UIC Registration Check all that apply; El Change of owner' ❑ Change in##of discharge wells(+/-) Enter UIC Registration Number I (required for modifications); UIC Registration#19SU9d by MaSsDEP for the initial UIC Registration A. Site Information Private residence -- Property name(enter°Private Residence"if unnamed) 274 Bridge Street Osterville Property$"at Address cityrTown - MA 02655 ---�-_. state zip Code B. Owner Information John Norman 1270 Avenue of the Americas Name of Owner Street Address New York City NY 10020 Citygown State Zip Code 718-288-8650 _ Telephone Nunber --;..._...__ Email(optional) , C. Registered Well Griller Roger Skillings 546 Well Drillees Name MassDEP Well Driller Certification Number Skillings &Sons_I_nc _ 800-441-6281 Name of Company Telephone Number,D. Injection Well Information Total Number of Wells(existing plus proposed) Type of Discharge: L'. ❑ Direct Exchange Heat Pump Closed Loop Heat Pump E. Prepares - - 04/04/12 Data -- 3 TJ Bernier Well Sales, Printed Name — PoattloN'11ti9 800-441-6289 _ .tbernier skillingsands_ons.cam Telephone Number Email(optional) Send a duplicate copy of this form to the local board of health ws06cldx•02116 BRP W806—Closeo-loop a DX-Page 1 of 1 L TO/TO 39bd SNOS 3 S9NI3-1I1S ZZ86TZ8609 9t3:£1 ZTez/b0/00 No. ;!0 I 1 I j Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pphratlon for Nsposal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(� ❑Complete System ❑Individual Components Location Address or Lot No. j�� �t cJe c9__ Owner's Name,Address,and L Tel.No. � — o20� v64e�o,Ile /a?'.M/`t1.�I) 7 t/12 q�Prt`c�,LS Assessor's Map/Parcel 6?3 rjaloa,�_ Installer's N e,Address,and el.No.328 9A? ��p Designer's ame,Address,and Tel. o. &must,, iSi'o��Z , o Type of Building: ' Dwelling No.of Bedrooms Lot Size 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 or Iterations( wer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and m ' ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro al C and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He ���/(/ Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. .2=C Date Issued /�^ �� ----------------------------------------------------------------------------------------------------------------------------------__ No. y`C' 1 LI'fo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatlon for Disposal 6pstem Construction- erm Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(/ ❑Complete System '- ❑Individual Components Location Address or Lot No.j l? (�f � G a5f Owner'sName,Address,and Tel.No. Assessor's Map/Parcel(�`/ U3�ppa -0*C t,,,— /"?,?o AlA`h %- 41C IQirl rr'cGa.S &r Installer's Name,Address,and Tel.No.6-Z)& 9,�LS 99a& Designer's Nfame,Ad ress,and Tel.No, P, /r c• V / O0) TO Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) ` Other Fixtures I, Design Flow(min.required) 14= 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 ° f , i I' Nature of Repairs or Alterations(Apwer when applicable) PA Date last inspected: Agreement: - f The undersigned agrees to ensure the construction and mai ance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Enviro al Co and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He /� / h Signed Date / Application Approved by - Date 1-2 j Application Disapproved by is Date `z for the following reasons t Permit No. 2 n t!— Y Date Issued �;2 ^ q�' f•I f i 1 f 11 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS T O CERTIFY,that the On-site,Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned l by G( G /ice /1,1 d,n L C_ at -20 4 r, ff. 6Sle rtj/'/ P_ has been constructed in accordance with the provisions o Title 5 and the for Disposal System Construction Permit No. d �L+� dated I Installer / Designer #bedrooms Approved design flow gpd The issuance of this pe t shall of be construed as a guarantee that the system will ttl ct on designed. Date rr ( Inspecto -------- - --------------------------------------------------------------------------------------------------------- - ---------- j No. r< f Fee•: . THE COMMONWEALTH OF MASSACHUSETTS f PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS I , 30isposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon System located at� ( l 26 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. 4 } it Provided:Construction must be completed within three years of the date of this permit. Date �;Z — Approved by i i TOWN OF BARNSTABLE LOCATION .1'-14 r 2o �P J= SEWAGE# �1--�'�c) VILLAGE I k—L ASSESSOR'S MAP&PARCEL 9q,3-pit i oo.l INSTALLER'S NAME&PHONE NO. 13-atX—ill— 4 �ie f SEPTIC TANK CAPACITY tg2ry-'.kc LEACHING FACILITY.(type) '- LS tGF¢— (size) ����� (,�!x NO.OF BEDROOMS OWNER PERMIT DATE: i ='l-t I COMPLIANCE DATE: fL3 Separation Distance Between the: r 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) Lin Feet FURNISHED BY i -�. 3o i No. v j Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Disposal 6pstem. Construction permit Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ,2 7L Pic Strc--t Owner's Name,Address,and Tel.No.m k j b 6-F d 7 q L Map/Parcel � �I to 76 19Yen N C Of- Assessor's Ma ��eriCaS p o9 ( ' /UO 1Ve4_u vri( /0daO Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 50e ri�oc;m Cjjrj-S - r_�7/- Cj3`9 U-!l;Ya-iL- 'h6t"r°),eerfrA}$,.fitC- __X�Pi,D 13S1_L Its a ri r Rood Ojk.N,lle AIJI aA4, ` .. Type of Building: Dwelling No.of Bedrooms 'S Lot Size jo G Garbage Grinder(NO Other Type of Building No.of Persons Showers eteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided g Plan Date �'��/) Number of sheets ! Revision Dat Title 51�-e- P l a.,n 0 ro p��� .1h1 p rn yc t� f� Size of Septic Tank 1506 Cj�_JJMS Type of S.A.S. & 10/0W d�ffl U4p• jr) Description of Soi1PbV 4 13,3SO 4 mt-hot e. t 0--gA Py/ 5 _k4 19 /6L7 er le 31,,. bMOb ldqer © r 611 h brawn ° r Nature of Rlpairs orr4j Alterations( Uvl n app is y Date last inspected: Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ent ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He / i edX Date /�� Application Approved by r9 Date Application Disapproved by Date for the following reasons on on Permit No. '� Date Issued No: j h, r't�• Fee / GO THECOMM`ONWEALTH OF MASSACHUSETTS Entered in computer: } � � � dr"' ` ` *• �� :1 , Yes. PUBLIC HEALTH DIVISION - TOWN OF BARNSTiBLE, MASSACHUSETTS'- '• 01pplication for -Disposal 6pstPtT )Construction permit ? Repair Upgrade( Aba Application for a Permit to Construct ' ( ) ) ndon('` ) ❑Com lete System Individual Components p y f❑ Location Address or Lot No. .2 74/ /'/ � �" Owners Name,Address,and Tel.No.%!)4 /Q b d 4• j 74 �Yenu� of 4d Jrnerr[lf Assessor sMap/Parcel p9� ;B-7100 Nt� ur'K , 0`0070 Installer's Name,Address,and Tel.No. Designer's Name,Address,•r and Tel.No. e�.q q W-33 q y �j -7`7/ �c� � t,cll�. 11art �h�n7.''�ri� �?C • Type of Building: ' Dwelling' No.of Bedrooms Lot Size dt 75 :. Garbage Grinder Other Type of Building No.of Persons Showers eteria( ) Other Fixtures Design Flow(min.required) 5 S O gpd Design flow provided �>S gpd Plan Date Number of sheets / Revision Dat Title 514-e.- Pla h ropctSCt Size of Septic NNTank /600 q�_& Type of S.A.S. �()! do'ffu.�/� r'r� / a X a. -ej 4- Description of Soil !re A 13!3 4 est- hoj e , o-6` .P•11 .J 4", /1 Lalet var d-rc 9(NY ih 'k rvy)n .Sa n lartm �--1 " ' /4,u er D r G/ b rw n �4 fa, ),v a.n• / j," k l e r l /,& el/ i �irv�on te9 9 "3" / er a?• � 1 rG a pu • .� r � a r Na In of R¢rpairs or Alterations(Ans n appl'ica e c "^.~ Y sM • 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro ent ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He • i ed!Y Date / Application Approved by ® 1 Pt Date k OF Application Disapproved by Date F for the following reasons on in Permit No. Date Issued r - _- ------------------------------------------------------=----------------'-P ----------_-___'-_--=-_--_-_-__-------------'-=- ---_-=_--------- 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 _v-j. a`{ '• (r i-i S .c td + , + f at )da ,5 ' N, / has-been constructed i accor e with the provisions of Title 5 and the for Disposal System Construction Permit No. . ted Installer 77) ^' S ` Designer #bedrooms ... Approved desig. flow S S-d �` gpd The issuance of thi permi shall not be construed as a guarantee that the system If uns 'o s designed Date Inspector --- ------- - / - = _ _ _= - - - --------- = - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposat bpstem Construction permit Permission is hereby granted to Construct( r) Repair( ) Upgrade( ) Abandon( ) 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. i Provided:Cons ' n st ejoin leted within three years of the date of this permit. Date Approved by JUN-01-2012 10:15 From:BORTOLOTTI CONST 506,1289399 To:15087906304 P.1/1 JUN-01-20LE 10:00 From:BARNST HEALTH Ise87906304 70:5084PM99 Town of Barnstable Regulatory Services Thom= F.Caller, Diractor 0*1 Public fleolth Division ; Thomas McKean,Director 200%in Street, Hyannis,MA 02601 offico: 509-R+62-4644 lax; 508-790Q04 Date r 11 l Sewage rermlt# ' 0jj-"jelx. Assessor's MAju/!'urcel ---- alai er&luosi ggf,certiflcittion Form De9fner: .• ., . . �_ ipetoller: JaL.r' ,� '� •.»� ��►-�-, Address: LA r.59, ,Address: On—W1111r c u was issued a permit to install a ate) (in3 Cr) septic system at r ` " r dress based,on a,cltisign drawn by ( i Ow 0 . } , ( esiper) ,ice. 1 certify that the septic system reforenced ttbove was iiastalled substantially according to the design, which may include minor approved changes such as lateral rcloc4oa of the distribution box an&L)r septic tsnk. Stripdufi (if required) was inspc4ed and the sails were found satisfactory, 1007tify that the septic system referenced above was metalled witb major chZnges (.e. greater thins 1W Inters[,relocation of the SAS or any vertical rclgoation of any component of the 3gpt,1C system,)but in accordance with State &Local Regulittions. Plan revision or certified as- d4sjgner to follow. Stripout(if Muircd)was ' a(rxfr and the soils %V= s el"actdy. t l: (Dial or s Srgaturc (Deslgnerrs igrnature) _ (Affix besig-ierrss Stamp Here): P>GF A Q'Ift, 1MK9qFTTnW nM^ 111A ,9TAp USLI RTIEZ CO1V1Pi CEWALL l�T E >(S DUN AND AS- YJY�'t'i' AR& C D BY TUZ BARNMBLE PUBLI ILEALTH 1DXVISXQN. HANK 4U. gt%otliwfamaldcsigtwcartificauan formAx 0 %i/ �amwr.a � 1•ry, „..n // 1 / pwwuu W.r \ V ALLL 4, �IiALLI' / _ A-2.2 �J �F 1 t� OHO OHO as ` \ ---- ow ------------- �. -------- / ---- ------ 1 GROUND FLOOR PLAN A-2. '.. F J L.cuu GUun T,�G^U rc�r. 1 t . Town.of Barnstable Department of Regulatory Services Pubic Health D><visioh - Date .67ta 200 Main Sheet.Hyannis MA 02601 Date Scheduled' TImb` .` )Hee Pd.. � 4 Soil Suit bit t�i�Ass ument for S age Disposal Performed By /, •'7/ ���J./, y Witnessed By:. LOCATi74 (N&(G 11"oRMA,n0 Location Addn�s rr. Owner's Name M' d`/ �Sf � H: C3.eKe r el"V /l t' ";Address i Ye',vP gym. tits o A, .00-W 0 7 : a�t'el. GP l 00 a New �1�, Assessor's Map/Patcel. $ngmeer's�Ietr�j51 ).4 e c ri NEW CON 1TON.✓ R1?PA11t 'i . Telephone# �8 ^ c��' 33 t a Land Use estde�n : 1 Slo, .( ),h7s/cl: Surface Stones AJdAJ Y � �A Distances from: ,Open Water Body Vd ' ft Possible Wet Area 1fD®ft Drinking Water Well fE �- Drainage Way ft Property,tine /V ft Other_' :. �ft SKETCH:(Street name,dimensions of lot,txaot locations of test holes dt perc tests,,locate wetlands in proximity t IV r h � t Parent material(geologic) L3't Depth to Bedrock Ski Depth to Groundwafer Standing Water in Hole: nS Weepini from Pit Face /�./fT. � Estimates Seasonal Higl Grotmdwater DETERNA� OP� O `SEASCI AID ffi WATER TABEE MethodIJsed: 1J4 .3(bu�; 't":�lq� .. .5: EI '� �C (" Depth Observed standing in obs.hol.e. in. De th to soil mottles : ire Depth to weeping from side bi obs:bole: in. G uodwater AdJustmegt 13 Index Well#` Readntg Date:' jn ex Welt level Adj. Ctor Adj.Grotmdwater Level_ ;Pit CObATI(�N TES , ne(e..' Tiote_j 11 Observation Hole#` Time at 9' Depth of Perc i { Time at 6" Start Pre soak Time 2 Po ti��d 1 "Time(9"-6 ) End Pre soak INN Rate Mm/Wch `: III Site Sttrtability Assessment She Passed Site Failed Additional Testing Needed(Y to 1To Be Completed on Back ole Da a ion H 'Obsery t P Original: Public Health Division= , r ***If percolation.test is to be conducted wj . n 100'of wetland,you must first notify the Barnstable Conserve tion Dlvision at least one(1)week prior to beginning. . : Q:VSEPTICTERCFORM.DOC DEEP 0168MVAZ'tOI HOB`1,�UG. Hole# Depth from Soil Horizon Soi Texture: Soil Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. Consistency %Umve1l y s SILL DEEI'On H `f`tOIN H 0 e# _. Depth$om, Soil Honzori So Texture Soil Color Soil Otter — SDA unsell Mottling (Structure,$tones,Boulders Surface(in,) l!� ) (M ) g Consistency.%Gravell t7 3Z 3' i 9A 'DEEP b$SV HOLD LC)( Hole# Depth fiom Soil Horizon: Sbl Texture. Soil Color Soil Other Surface(in.) (USDA) (Mansell). Mottling (Structure,Stones,Boulders. Coa4istencv:"/o Gravel) 4=1Z��� baskRVATION HOLE LOG 1 $ole# Depth from Soil Horizon, Sail Texture Soil Color ' Soil Other. �iJS)jA) (Mumen) Mottling (Structure,Stones,Boulders. Surface(in; ;;r% Consistency %Gravel)-_• . . V{7' `4 , 7.q 2 -1 Flood Ins rafirt Wito 1VIa ii AbovrJ�S00 year fjobd.boiln�ary:`, io Yes . withlr 500 r �I i No YesAl year boundary Within 100 year flood bo No Yes De th oCtaturall.`OccuritW Yetvio s Material I east four feet of nt 'ia11y 6cc ` g perbious material exist in all areas observed throughout the Does at 1 o bo tioii s s em? C soil a �--� ro osedifor the area p p If not,what is;the depth df n filly bc¢ g prvious material? Gertliicatlon date have p serf the soil a al�,ato ,examination approved by the I certify that on (D ' .. H..)'' Y.. }! .: Department vEnv onmt1 l�rotectio add th t t�le above analy►s was perforttied by me consistent with the regaled training,bxperhse end ex)ie `ence d scribed i1310 C1R'15:017. Date w S;gnattue t; Q:\SEPTiC\PERCFORM.DCK TOWN OF BARNNSSTABLE LOCATION ' td / SEWAGE # 7 le?0 VILLAGE �fi��cli di/' ASSESSOR'S MAP & LOT .6 93-021--60:` INSTALLER'S RS NAME&PHONE NO. S SEPTIC TANK CAPACITY O LEACHING FACILITY: (type) 3 3 3-0 /^ NO.OF BEDROOMS BUILDER OR OWNER,/ PERMIT DATE: COMPLIANCE DA : Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Peet Private Water Supply Well and Leaching Facility (If any wells exist t 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 ` �� ��� r . � _ �� �. � � � . `� � �� . � �a � l l OW11 01 ji ai'llstiaUlfv t' � Department of Health,Safety,and Environmental Services d Public Health Division Date ' 367 Main Street,Hyannis MA 02601 BARMABEX MA� `� 'ram h Date Scheduled X 4 -7 Time Fee Pd. (orn Soil Suitability Assessment for Sewage Disposal _Performed By: i„ A l J i I save PE Witnessed By c.rr,j t n n i!aa. - -I - • :, � �� LOCATION GENERAL :YI'V�`OI21VtATIOIV Location Address. l J I ylGQr st\ L a a c Owner's Name a�Al: P. U i 1 son Ti s, �/j � Z1pZ Grit C $trc�I Qc:,115 i rust Address Zp 1.50.Was h,,.,55 SI-• q.Z5o , ♦IGwIT vt , MA GZI(oz-.. Assessor's Map/Parcel: qz,.,. PCA Z I"Z. Engineer's Name E NXT15 R 4 N Y NEW CONSTRUCTION REPAIR Telephone# ..qZ8", g 13 1 Lend Use (-o n,i resin♦Z"�Q Slopes(%) m" 2 �� Surface Stones Distances from: Open Water Body Z76 ft Possible Wet Area 2 /0 It Drinking Water Well ft Drainage Way ft Property Line 38 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) { cy y 0� M �o 7,,3 T 61 14,,7&Kvt_,� ... 0 N tl 6.41 C r A2G A Parent material(geologic) G(ac11 i O tLA:r sh Depth to Bedrock Depth to Groundwater: Standing.Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOIL SEASONAL. .VVATEIt TALE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#___•_._ •Reading Date:` Index Well level.-.--- Adj.factor Adj.Groundwater Level_ PERCOLATION TEST bate `Ttme Observation • Hole# Time at 9" Depth of Pere Time at 6" Start Pre-soak Time© Time(9"-W) End Pre-soak. Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant Ilule# eL 19.7 UECP 013SE1tVA'I'CON ROLE LOG: ' —L— Nw� . Soil Texture Soil Color Soil Other 1)cplh from Soil I lorizon (USDA) (Munsell) Mottling (Structure,Stones,noulderes. Surface(in.) ° Sa"'J I0Yl2513 6-l2° A a� st,�\aty � ►o `F-1z AIS �I �1 G $cwmS G Gi/CQ I0 li\ 7/8 UGCP OBSERVATION HOLI;LOO Molt # Soil Other Depth from Soil!lorizon Soil TextureSoil M(Munsell) Mottling (Structure,Stones,nouldercs. Surface(in.) (USDA) ( ) e -------------- llCI;P 0I3SCItVATION IIOLC LOO Soil other Dcpth from. Soil I lorizon Soil Texture Soil Mottling (Structure,Stones,noulderes. Surface(in.) (USDA) (Munsell) e DEEP 013SEItVATION I-IOLC LOG Mole# Ucpth from Soil I lorizon Soil Texture Soil Color Soil other (USDA) (Munsell) Mottling (Structure,stones,nouideres. Surface(in.) t Flood ]n�uranre Rate Mau: Above 500 year flood boundary No K Yes Within 500 year boundary No Yes x Within 100 year flood boundary No— Yes p��',- -f P'aturaliv Occurrine 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? if not,what is the depth of naturally occurring pervious material? 3ertificatlon � v I certify that on q 5S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise a perience described in 310 CM 15.017, 'fowl of Barnstable Department of Health,Safety,and Environmental Services gym, Public Health Division Date Z 367 Main Street,Hyannis MA 02601 RARMADEA .Date Scheduled / '� `1 � ' Time Fee Pd.=` Soil_Suitabtlaty Assessment for Sewage Disposal ;t P E Witness ed By: • 'Tcr Performed By: C,��lsmn _ 7777 LOCA'TI�N & G►ENEtiAL tIV `OlY1VIATION'' G Owner's Name Location Address [3v nctirr�Pe. W la3.otryi,T"iwrsu siZGZ 0}t&%e Address A150 Wushin� � 5i� OZia . MIA OZ162— Assessor's Map/Parcel: Pc L 01-Z Engineer's Name r NEW CONSTRUCTION ✓ REPAIR Telephone 1t Z8 `i 13 t Land Use Slopes(%) Surface Stones Distances from: Open Water Body r ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft, SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) NGUD - G4'/ j T L•oT .S f -BRI ors STREET Parent material(geologic) G(&cle.( ©L e's 4• 11 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 110�2 C� 132`I Weeping from Pit Face i Estimated Seasonal High Groundwater TIETtkMINATION FOR SEASONAL HIGH''VVATER 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 , ft• Index Well N__ _._ •Reading Date: Index Well level...___ Arli.factor Adj.Groundwater Level PERCOLATION TEST uate Thee Observation u Hole H Time at 9" �i Time at 6" f Depth of Perc„ Start Pre-soak Time® /6,55 Time(9"-6") ' End Pre-soak // :/a l2sa p Z 4 Gn 1 tc,�s n soG 1� Rate Min./inch Site Suitability Assessment: Site Passed_ Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back---� Copy: Applicant b1:C1) OBSERVATION HOLE LOG Ilnle# °1 Depth fmm Soil I lorizon S other Soil Texture Soil Color Soil tructure,Stones,noul Surface(in.) (USDA) (Munsell) Mottling (Sd�e E L awe 1 0 1 IQ S/( Mole I)EEP OBSERVATION IiOLE LOG' Sou other Soil I lorizon Soil Texture LOG - soil Color Depth from (USDA) (Munsell) Mottling (Structure,Stones,Doulderes. Surface(in.) O _4u s�^mil to YR s/2 Say /U 14�— ZG` Gc�dm G.W ohs® 13Z.11 sQ�a s Grav�Q l0 Y2 J ................ ll ;EP OBSERVATION IIOL +`oiliLOG `' Slilote# ' y�her Dcpd,from Soil ilor,zon S(USDA)1re (Munsell) Mottling (Structure,Stones,t)oulderes. Surfnce(in.) --------------- I)EE1) OBSERVATION HOLE LUG 1I01e# Soil Other Depth from (USD Soil(lorizon soil Texture Soil Color Mottling (Structure,Stones,Doulderes. Surface(in.) (USDA) (Munsell) t e r -------------- Iooc!Insurance Rate a Above 5oo year flood boundary No )c Yes Within 500 year boundary NO— Yes Within100 year flood boundary No _ Yes X Deo "'�t��situ Occurrine 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? eLs ` If not,what is the depth of naturally occurring pervious material? jerifficatlon ~ I certify that on 9.S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise a t experience described in 310 CM 15.017. Town of Barnstable r n Department of Health,Safety,and Environmental Services Public Health Division Date I i "I Y - 367 Main Street,Hyannis MA 02601 RAPMABM KAM Date Scheduled 4- !I �� Time ) Fee Pd. D Soil Suitability Assessment for Sewage Disposal Performed By: St�tu„ A lz7 i Isdv� _ Witnessed By: c '�L21�n : LOCATION: CE�IER INVOINATION' Location Address 2.T-2 B R,n4e.' G"6-ty-r . Owner's Name_Ps.Q 1 P. liJ�l sah , t ru�+re. Z62. ('3r;dcd.c.. 5trcet �za�.11-jTrust' C Address L 1;5.© W 4s h,n 5 tTA-1 Sr NcI +vv1. ,MrA Ot, GZ . Assessor's Map/Parcel: 9y1o/o -1-3Marta/ Z/- Engineer's Name $r�tcTL rt.�..fJ G NEW CONSTRUCTION ✓ REPAIR Telephone# 41. -"915 1 Land Use Rcsi �avrh a ( Slopes(%) o— Z Surface Stones Distances from: Open Water Body O it Possible Wet Area O ft Drinking Water Well ft Drainage Way ft Property Line Sd ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) I IV �1 1�;3rJGv ..... y� s, V V L'K�Sh� 240.5 Parent material(geologic) Qr.cat Outu"s Depth to Bedrock Depth to Groundwater: Standing Water,in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater bETEI2IVIINATYOIV FC�R SEASONAL IIYGII WATER TALE 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 ft. Index Well N.= •Reading Date: Index Well level...___ Adj.factor Adj.Groundwater Level PERCOLATION TEST , Date Tittle Observation Hole sf Time at 9" Depth of Perc Time at 6" d , Start Pre-soak Time® Time(9"-6') ' End Pre-soak Rate Minfinch rhN /nc�j Site Suitability Assessment: Site Passed I✓ Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back--� Copy: Applicant DEEP 013SC,RVATION IIOLE LOG sou other I)cplh from Soil I lorizon Soil Texture Soil Color (USDA) (Munsell) Mottling (Structure,Stones,Douldercs. e Surface(in.) ✓G %4%A. I C)1 tz 0 -1Z" Ae Sw"at a wi 10 YI? 31S h�«t w VV, 10 YK 6 A, - SG.2a4 -------------- Holtz# DEEP OBSERVATION HOLE LOG .. other Depth from Soil I lorizon Soil Texture Solt Color Soil (USDA) (Munsell) Mottling (Structure,Stones,Douldercs. Surface(in.) e Ito 5KEP OBSERVATION HOLE LOU . Soil color Soil other Depth from ( Soil I lorizon Soil Texture (Munsell) Mottling (Structure,Stones,Uoulderes. Surface(in.) ° • i DEEI' OBSERVAoil ITION I�OLE LOG Mole# soil Olhcr Depth from Soil I lorizon S(USDA)Texture Soil Color(Munsell) Mottling (Structure,Stones,13oulderes. Surface(in.) ° t Flood insurance Rate Mao: . Above 500 year flood boundary No✓ Yes Within 500 year boundary No Yes ✓ Within 100 year flood boundary No_ Yes f/ �,enu�of i�'aturally Occurrine PervioyiXd W Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? t^erti cation 1 certify that on 4 (date)I have passed the soil evaluator examination approved by the Department of Environmental protection and that the above analysis was performed by me consistent with (lie required training,expert* a and experience described in 310 CMR 15.017. . i219 1-2 l •�""RJECT TO APPROVAL OF U r-iNSERVATION.. Fus......, ...`.. THE COMMONW AL-T,Ji„pE:®8���&��CHUSETTS BOAR® ®F HEALTH . ................ k P 0 Al ipfiration for Uiopoottl 3Uorkg Tonitrurtion throb# Application is hereby made for a-Permit to Construct (X or Repair ( ) an Individual Sewage Disposal System at ..........�(?�.p� ........................... .....� � = ..`�:3.---- Lac n-A dr s45 % t No er Address ,W1 ...................... .........................•............................ •----•--•-•--•••••----•--•-----•--•--••---.........................----------••----- Installer Address d Type of Building tt77 Size Lot----------_ .......... t 0-4 U Dwelling—No. of Bedrooms................. .....................Expansion Attic Ac) Garbage Grinder (jd Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures _ ________ Design :� g'a'_1_1_o,_n,_,s per personr day. Total ily,flow_..__.._.._.._._._ ` ons�, W Desi Flow...... �.- l�------ WSeptic Tank—Liquid capacity.!_ _gallons Length_ .._G....... Width___.. a__._ Diameter________________ Depth.••_' _.. x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( Dosing tank ( ) Percolation Test Resul Performed by.....�. ... _1`!_.. _ r--•-.•---. Date..�'_I_C-A_vlTest Pit No. 1_�2__minutes per inch Depth of Test Pi ...........___... Depth to ground water_-__ ---------- LZq LL, Test Pit No. 2......:.........minutes per inch Depth of Test Pit----L!........... Depth to ground'water.._ _-_---_--_-____. R.' '-•: ._a... O Description of Soil.....U-...°z......................... ... lL -1� 1 x U •-•••••••••----•---••-•••••••-••--••-••--•----•-----•---•------...-•-•--•-------••-•.............•-••••---••••-••-------•--.•-------••------•••- W UNature of Repairs or Alterations—Answer when applicable................................................................................................ --------------------------•--...----""-------•-------•---------------"- "---------............--------"----•----------------------------------------------•-----------------------...----.-----•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the.provisions of TITLE; 5 of the State Sanitary 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 ------------------------------•--••-----••••••--••..•--- .......... - �ale Application Approved BY •---- ��= - /l ••--•-----_. ....._ Application Disapproved for the following reasons:-----"----------------------------------•---------•---------•"----------------------------------------------.... .......................................•...•-•---••--•---•-•-------••••.......-•--•------•••-•--•---•-•-•---•-••-••••----••.......---•--------....•---•--•-••---••-•••-••-----•----•--......•.....--•-- Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS �''�' BOARD OF' HEALTH .........✓:,� zo..t! �,�Q..IL,Qv.S-7..A, Z..........................• 10 /tl Tertifiratr of Tomplianr THIS IS TO CERTIFY, That IndividuaUewage.Disposal System constructed (--)"or Repaired ( ) bY--.....---•-•-•-•---•--•--•-•-••...................•---•---•--- ..... .------JJ-''....r`--�c '......------=-._....------------------..............------ ----------- "--------------- /J�'fn Q Installer at..•----•./._1/Y'l--.____...F_ --------L_0 ----......1---------. a�/�-c P'----.. - - �-�5, .............................. has been installed in accordance with the provisions of TITL; 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No...<�G •_-,l. 0______-_-" dated-------------------------------------........... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....................................................•-----.....-•-••........... Inspector......-.............................................................................. No.---. t::.c' t!s1 Fms......-,. ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for lliipoii al 10orkii Tom3trurtion .e mit Application is herebyfmade for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..............�- .......... t •-•_ ....................................................... rt ..�LaAddress r.�a-.. � ....... .................... ... ...� v t..... ...................------. Address « . -_-- _Installer Address Type of Bui Vig ,� Size Lot..�:�'_.--:I�?.........:Sq.-Meet Dwelling—No. of Bedrooms............... ....•........__.._..Expansion Attic 1�); Garbage Grinder Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ------------------------------- W Design Flow........................ .............gallons per person per day. Total daily,flow............................................. :--o•n-s_ ., G: Septic Tank—Liquid ca acit .Z! . allons Len th.K4....... Width_ _ .... Diameter---------------- Depth....-__6 - 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 ( ) ,,j� ( - `" Percolation-Test Resul _ Performed by.....�....-�:.!..:.p_..:�..��.�....... .......... ........ Date..........(;............................. ,al Test Pit No. 1. ._'...minutes per inch Depth of Test PiO.___t ......... Depth to ground water.y _ _ (i Test Pit No. •2................minutes per inch Depth of Test Pit____1��.`_..._... Depth to ground water___� .f.._...._._... ...................... O pion of Soil ..................1_'..� ----•fir............!ar- ---�-- -/...... v_ =-. ..h�--.......-.`-'.....-•---.....-----•--•--...----- ----------------U ----------------•-•----------------•---------•------- -------•-_--.------------. ------------- ------- •----------- -------- --•------------------ ------------- ----......-- --------------- W -•-•••••---------------------•-•-•••--•---•---••---------•••-••••--•••-•----••••-----------••••-----•-••••••-----------------•••--••••----.......................................................... UNature of Repairs or Alterations., Answer when applicable.......................:....................................................................... ......................................................-................................................................................................................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTLE 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 by the board of health. Signed............................ ........................................................ ate } Application Approved BY �...�.�.. •--•--------•----------------- ----- ` _o£ Application Disapproved for the following reasons:-------------------------------------------------------------------------------•----------......•-----....---•-- ....................................................................................................................................................................................••.................. Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........../..Q..l:v.1!1............OF..........R4.A•l1t.S..T.../.Q.,,?1_.G`............................ Trrtifiratr of Tooa liFaaarr THIS IS TO CERTIFY, That Ind,vidu wage Disposal System constructed �or Repaired ( ) ...--_--•_-------•-•....:.................................................................................•-..._ r nstaller at J�'A f' L a.--- '.l h °'-----y�------------- has been installed in accordance Witli the provisions of TI"'LE j of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.__ .-1_�j� .......... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -'�r ` :/Ells. .......�`.. �.h.1.f1 ........OF.................,.4. �?..ST'A.. e.�................... No.. FEE.__. ..... ...... S ---' _ �lio��as�al for o ��ao�� ioa� r�oti# Permission is hereby granted..................----- ...-----•---•--•-----•---------•---................•-••-........... to Construct (�or Repair ( ) an Individ SevI e Disposal System �- at No...lVA/ 0--- 9_7...._...... '-. .�----------.. R.Z.7�Fe....------Y,.�-----•--....0T A................................... Street as shown on the application for Disposal Works Construction Permit No..................... IYated.......................................... DATE....................--......................................................... Bof Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS +10.0' 2 © I \ ..ad practice R pmco wwr sr cc piping Disvibthe of aflum-n d air shall o«w +7.11' FnuntLvimlNma: and x•asle pipiuS ns neecssvywpmvjdcn Iminw the Sn+wtd9nor at Wecmwlsrytce mhpldc,fully fondimal s-VMen, ceiling.Tat•s cnnd Air Hurdling Unit swill i © /•• ` Contractor shall saw cut bawls narks(al face srne WI satx+nd Bnor sty ee and sunPlav,rn sn visible oncelip nramrew is mvred at All piping to be installed-Ing the runily rant. SLcmtd fine spaces shall f TOWN OF (,"( i 9 ,p��• f nnctatin,,which wall be used throughout the cusp-.a-dwnp'for sounJ awl vihmlim, be serval with an air liandler located w ilhhn TO`73'R I.,Jis%.\s T '. 1.. u+wscoflhc prof cl. ,sohwirn,. lhcntta v.diibunrntnficear cimtal nr shall oec a alxwcthc second Boor caalmg Poor © All cena off cc shall be namennel and work All plwnbutg fixtures,shall be p-I ft-1 l es in Jun the ftw space of the a e c A nuellIXl of cane shall b°renoral wrtl n sltrn nlr stllve nr slnp.'sn ifial fxus n n rwn nftwo vanes shall be enntmllrl by t t1 '"1 {ai•1 �y,a� r rgtiacal m nn additional uses to the G"0,er. shall be slopped try the valve,Pceiliicd-r,if a systu,ofsnan thermostats accesih1.by (✓ - ` gyad helve c.l.r;ng g fine�' ! T�;j f Lt' .,,s�' a{l ( a not specified.h3\lInl-d"mined J,c Owner for inlana basal cnnlml. Srndc c "1 z� ' Contractor shall cwrrdinalcnnd toad-II IIFDMS33 or 34 in tiro samemaal finish as Conlmclorin annply with manumawr's +1 L0' amrac poictrntinns.Palamtimis shall he 11, fxtme.All pipepa,rmtions Jlmugh writhe ra:mm endations.inswcrions and 'Icevel ratherthalr coral. fdshIXl walls shall be provided with .guidelines I.the design of these sysleus. csZolcoll putlm.Minimum nndnl gnugc: Run ill n,uhanical,electrical.plwnbing and 14.metal finish is to match that of the provide egWputrtt manufactured by Ioar Voltage wiring ennewlell below grade adjacent faxtwes, W.aFrmace Renewable Energy.9000 s.,a:.,..,«:•"..,w..<+ax:".,.-,•nix:.�nw=N»sv.�.wwv«::.:_•==x«:v. +9.0' unless specifically".led oduarwisc. Cm:. r mien Way,Fort Arayn e,Indiana ....».�..-...••»»-�•-••-••�•••••••••M6NF14,•26N•Ii8.5669•nr rircllh ct np/m,val yi t }}# ! All pcalenlio is and cn,we:limis Iluaugh the lard copper hot mid chid water supply piping. equal. " 7 4 a building r,vclopetobestaiWess slue.brie- - or lead-c aaal upper for paint. All main,branch,and supply piping shall be provisions for die installation of cost iron hot .�»-••-•-•�»••••---•••• ••• •••••••••�atLrkRtilcn•mlran[NCrrnilebathNnF load +1 LO' +1 LO' Irsrdnton Not.: ••••••ilh+.rinlrildmmlt•fifircrpemrna additional smaller slallnm bcallawexl Cxc 111 axes•-•»• cary dty,f llowiuglBRnidhndnlogy,shall it +10.0' Conlraear shall fully uunlam Ibis single tennualian 10 an icemaker. be dcsip,el and pip d rota the systan. . - family rcxidehu. Provide a domestic hot wale ro-circulming Piping systems shall be con,plady husulm,xl 70'L The Contractor shall provide all work syslrn.Draw back hot water font all renmle and soul aalal.All saaiu valves,wtinns, / required in comply with applicable awes and lenninmions utilizing balancing Valves 1. and devices requiting service shall be 1J'0" 14'1+" 3"'• milinancei. ns,nam a halancal edam.As a minimum insulted so t al convenient access for ..».».-•-•••»••-•-�••.-............r hmm+tic"rt"-nchhaM�•A1l strnc� _ CnmplY Wsn calm empirical nyWranans For rn 17'-1 ) ulsulatim,stated within a I cable ene!h Model II nation al 1 al n but), filial. valves and ally la ell requiring service shall 7T-5;"'(EQUAL) - 5a"(EQUAL PP a F.' pennmrnlly labeled and idettifiei.Areas - - - - - - - - - aides. provide ,cck valve min of an shall lies. hssnifisolation ball valves ou hhin sides Inc ............. .......:.:.•. ..- Pump;pro a spring c stall by each hall of equilnn Contractor shall provide irradiating syslens to strainer. pennm,caOY identified. unfomuo tire fallowing mminnun -•3.-1 -.9 a. 1 --� rcgnrane is P kctcd inro l \B/Footing np jet B/>+ooungProvide specified wall hydrants or,ifu t n specifi pock Cd mho foundaum ill Irydn�nlesl at rtt,a'loo�nls.CnnrimalC conditioning through ni�sysla,l of foundanon waN .,' L- - - - - - - - - - - - - - - ___ ____ ___ _______ - ...»__ ._.».. _»........ .... eat;m,switltineeLsulpsrn,dixeel•.•••• ntsWmexi shut metal duns D�s,gn We 1 _ _ '_• . ..:...:: ...: ... -__ __ -- ___-- SGmovro)•ss - ductwork so lhm net change u,slzc or Profile c $______ _ _ _____ .... .. ... II/Fooun is Visible ova died length or the duct run. J I P Wal,nm(wLae ruq - - - - - - - - - - - - - - - - - - pmvidc Zunt 112-1701h wales hanuner •en h +L 0' F,op of mud slab elecadon:8.7Y i;"s 12"Is pi,d,concrcre mud slab G 5 P z 13"beam ,op Of mud slab ell"anon 8.Q _ •••••r th..._..._•»»..._mnum. at each at cads place Pepe ipan ill. andprovide • pollen G�der 10 4J Pei foot pocken�'den.10 44' ^" pn Y Namn foam ins n mum,lwn as cacti f ucd place a cq P enL specifial or Want spud f d sl 1 be lased i w Walio or iec f W m .!. I tat"concrcre foundanon".alls 3'-5!" F I ...7rovidu'Is""'dr"h" -,iR,"bu•ai•• a,pm;ni{Mouee eolrstruaion as m--ufaa........ Floor:....�........�... on 10"x 2J"concrcre footin - R/Foods mind'Ion nnmnran. •• specified,provide Z mca Iran,., Use Simpson lB series •.:...... ...... +to' ..._.-»...-.».._...»..._..... ....net trio.suit.w2539......... rlyd,hteew oval •uaL Diffn rs shall•»»•» _ „C5 ccl err extwell. S.-VENT quad insulated "i U Roar. PPr °q on '"dies.concrcre I insulation nuWnlwn. Provide speeifnel landscape drains or,ihrot selected for twit available throw.friction be a �.m,pson: : L pier on 12".3'square 4"concrcre mud s th on 75 mil\%iper flood vein,#15J0-$Get. S' \BU66 base a, 1"x 12"beam 5}"x12"Ixan,pocket concrcre footing vapor hanicro 10"granular fill = I .,Let For $mitt\'ENT:877.4J7.83G8 I _ ••»r•.•__•»••••••.»•»»••»• specified.provide NeemhIIRGG72-1 utld loss.urdno bt cnnois raiings belowllbc 3 Let 1G"LPL's a I sdectIXl to G6atn noise slings below 25NC. 3-1 s".x 1G"LVLs keled r I a'.9.92' ].VL's po<kcted &nobs a fir noise ainlml(Ox ens-Coming- ..A quiet inse meccaion is ofthe cssetio m P°0 ' I � ro forwdanon wall. ) ProvidcNmmh fIR492GL dox"ssraul sdma building the mechanical u,sswemn into foundaron.tall q_ at all mmwalr leader locations. Ion lO"-d-7 -24". _ _-______ _ . Colin and ddawnidhficaumi slmll be ___ _ o -- ____--_-- Fill all voids in exterior walls with closed cell g C7.1�.srs ta+sr - T---- I Provide or cluetindlenicall late toilet trip accnm lishel utilizing forced air fan ail -MIMS - I r wide footing ` Usc Sim I _ palvwethanc insulation, Y P P P F ;r pSUn B/P«kcr=9 9?I Iwrs to Wald,t,cad)ncul fa-at finish.All units.T1nc Commanr slag provide at Use San CB.Sedcs �CB sencs_ _ Simpson provide a ainmmmes vapor bailer nl the faucets,❑itin gs,hardware and accessories u,Witiowng as ccessarytn acarm-date 'dna ncmw I err 10"die I within the mom am to lave matching metal 99%of We anneal weather conditions as pier .. T Cor:rsv building envdoPc.Clonal ell foam F Ci.waci:Al - T/Conroe 1 on 12".8 oquarc +tt.t7 : J oncrcrc Pan B/FI«,d msWauon ualallnmmi or vide bnril fillies.Providethcspecifiedfinishm,if sandal at Woods Hole,Massachusetts FAA11Ll'ROOAI TTT"' fR° B/Food„ I_ +11.17 fooan T/Pier I : on 12 x 3' +R.3' S j i nlyetty insvaPnr harrier on all 6-miexteri nod specified pmvidc US]4,pnlishal nickel National A'c-nticr Service Station achieving `• +7.0' - I +�> _ square concrcre �T/Flood a, walls anld tolings.properly seal all jninls .plated,fwish on nIi interior L peas and US uWanr condidmss of 72 degrar C 40%R.H. - B/Foowi - - J 51;"s 12"beam pocket r r , L - footing +",Le' I P 10B,all-mbbcd bronze.finish on all eximinr +L.o' _ ___ ___ __ _ ____ Adj.Gmdc and endmtinns of the vet r baler. D/Fooli� _ -- __--.- - - - _--- - _ - -- +6.0' Cnniplacly scat ill voids ut enamor walls fucols. Pmvidca nako-uP nt.rysirnh sulTcenl to B/Pocket=9.92 Fecal all perelmuons Grille Boors will) kcepthemlmnrofWebuildWgwWer Ih/Food„ _ t-T' B/Pocket=9.92' L J L J a rime frshi seaLnl or insulation All camps supporting piping shall have a posilivepresswe Make-uplairslallbesizod r - - I n utenais P en rat gasket baweei strap and pipe for to con,assail for o no,of t is fireplace L o' 5'-7" "'o;"(EQ) -0p"(EQJ Mina(EQ.) j' 1 - - - I sound attenuation and insulation. tans At sad g In be •; .. .... -, 3.1;"x 16"conmm- _ Iluell�appro le thermal Kamer or n Atprilaim. a` 1+Il ,. :•:., . : _ s T T• mnunescul naval at all dosed cdI foam van rM +8.0' 1A kcted inro - -I- L- 1- _ F Mechanical Nmex r°C Provide a sicam huunthficalim,wail swing foundation"call T/.irmss I3ooc insulation. 1'/Cone Led r R/noon +lo.c' . Contractor shall dmignlbuild all healing,a each ducted au supply systan. construction hale be rnemlal and +tt.IT +".0' a,w _ I - B/Acres l]swr I polyethylenevulhialin and at conditioning u Hwnidifievions F Closed cell insulation IG be F F 7'/Conrmre T/Flood Ope,ia - +R.L' +7.0' +10.0' utsu iaxd by arc,ilcet approval vrndnr with n to provide a complete Pnj 1. disPrsal as ainwllcxi by n hwnidisei 7'/SLI utw,m )ocalal ad' l to or near well residential +12.11 +9.47' - B/goo' tall or years of experiences Jacat Adj.Gmdc - +R.SJ'w T/ ` I +4.0' I The Contractor shall pmvidc all work therinOsun.PloVide snap type hwnjdhmals +8.7' ? It/goo', +12.1' B/Food. Plwnbin,Niles: regWralloumplywilh ailappdicabtecales able to be amaniBel by the Owner's intcmd +4.0' T/Coo`>rd L Indus,rics multi- s D/froodn N +5.0' 1 r°W°sc and ordinances. basal building nwow:ltion Pm n.Units - B/Fooling +11.17 D/Foorhw, flush steel access Panel:TA15 ...-.»...»...»-�....�.w...»........ 3 single msulared SimmVENT D/Foods - g I I Cm,tra.t.r iliall design Rmhld all plumbing Comply with applicable energy consrvi aon T/Coarwm flood•eon,#1 41t-520 IT B%Food., +7.0' Snell",stainless- 3-#Finish ro be Pmvi p e P jet. provi Pr tea track+I I.I7 I - J 3ltJ srainlesy +.-1 snnn finish cnuswNOn dear her Pray and lid set of cartridges for tnd Or reliable wnt.c. _ _ _ " . Smsn\E\T:8 .J41 83G8 ,;,"` +c.0' arch aG compliance cr PmvIXi leodr«m,a I t cn t - - - - - - - - - - - - - - - Proi ide scalont al lime Cnaaraunr sl all rovWe Wl'e'ork req i aides m do ...... T' f- rof access and comply with applicable aides mid oirdium es, necessary fnrthe OwnrmcL ice all ......... -_.._.._.._.._......... w•n,a o Pmvnc e a soon red `° - - - - - - - - - - +I1.IT +1 Lo' applicable tax batefii5 ae,a r;rethisfor ate tad• � � - Contractor stall Provide all fixtures and mstallminn or clfinen Energy Sur rated Presswe loss per ogmvulen 1 W hncar fees f 1"'-1;" UAL 1n'.I;"(EQUAL) 2'-3;' 13'-W" aceesseries as schalWel or.afro schalulee, systan and for the Installation Ora s.stern ductwork and s1a11 rat exceae an nnlcnal o (EQ ) as necessary to provide a c nnptdc plwnbutg Incorl,orating Energy Sutmled geothermal velocity of800 fed Per routine t5'a1" 10" systan.if Plumbing fxmra ami ne;asnrivs heat prmips. re principally supplial by the Owner darn HVAC system mauuaan a costs s1111 be nansirion de from flood - ouviea•the Owner's schalWc and Provide all Contractor sball provide primiry hcating and identified by the installing sub-ainnactnr and rs to pS"crcr grading to.: G'-Rs" additional pals it-son•t0 uniplLie We air conditioning sysiens basal upon tamer to thesub-aintadnr shall identify,the use of edrely under front porch I system.pmvidc additional Pans ofthecan° air exchange gaithernnal hall purnps.A that tommeo:ince for i period of five years abo< rn, quality,manufactures,model,and Parish.as gutherltal tiansfr well system shall be afir insullmion. Provide a schalWe of CL RIIXiE r•H,aY\a'INDO\V y,$rn1R ILMIJDRDOM&NILCHANICAL (LRWGE&BAY%VTsi i\V tha$e Princhptlly snPp11IX1 by tIC Gw,ler ifthe wstall It o tow singor lecanmthec.The mesa,lrnancctaskshe nutied,iance will be Owner supplies pans. adNliou to this single family home.Tie des upon wludi the nmuttaLvico will he wile shall ulifi=the most efficient heat perfnnnod and the anneal aisi ofda, Contractor sball Provide water swine la and vansre taxlmology and a inn-mxic tr"Fla ,nauttenance.Provide Wl inauttrnurce. 3 waste piping from all fixtures and artriP,nen1. medtwn.Tle house shall be scrvieal with a anapment repair or replacenaenl and Such plumbing aitmrmlhon Iona an"PlY nMlrnwn of Iwo air haacNas.The first Air adjusnnent of the systems aI no additional My wish all rcquimwatts.rule and Handling Unu mudi swC all frst no«moms c,M to die Owner beyond that idenaifiIXl ut +120, regulations of public authorities and all good from an air handler located with theanie. �iunfic ientaddual recrievhdIdentat tail be r earunuing the work during die period of the agrcemrnl and obtain the Owner's assail no that proposed stalling. Notes: J pcm en, 1 F O U N D A T I O N PLAN a heio exna's r odng Se, oil log,. he placed on sand/gm, layer.Add SCALE: %q"= 1'-0" r minutramcmdteds%ebdoinimil :whcrcacarcr al..r:a anslol;.,a: encountered. Alternate:pump/dna cxcacanons ST +1"() - - _ - G U E a+0.1DC1 COTTAGE I� _2.0 ® rC:t'E RVIi.LE. I,I.1 u_ 5" la+� \ LnEDEft'1:i Cll 1\ 1G AAI,AAIV n0.C1^ITE CT< ' y-xIONUMENTI GI:-Eger nOL'Sf: r"` f i r L I - r d -------------------- - =q- ' sand sct cusun b csronc memcnt "" -----' -- s on s°oPcomp;l red sand on s^ it----- � - I; mm-1111 or-nrroIkd h g' GROUND FLOOR .SHEAR DIAGRAM Y _ I .,r•.Ir 1 0• A-SCALE: 1/$11= 11_O11 ±'-1�" i.M.' I.+RO. 3!" RJ. ''-'-li• Y, i.3✓," 3'.:'0.0. y, '_.1'RO. Y• )'.;"RO. - 3•.61^ la.-1. +"lEC. _-J?•IE<+i ).-6y. }:3?.• 3.-)y. }. . FI .77 7-1 S TRANSOMS _____ --------- -------- 39" 39' T 3:9" I I I I I ST Al OO GUE M-2GTCTAL R _ n u g F:1\'[IL IROO\I --- n L W%MERS V r�i rneed MERS iwJ�rnn I a1lrnin 13'-10.'rm«ofIdim .raf rohllml 13'.Iti'mnerafblddil.gnr. T-6'rnlwmw CL.wuGcafl�AhluY c — I" Roof a:cowMNs t GUL.S7'R1T7 I 1 _ ® —— I —_—— —_____ r-•� — _ GItE.�.1T1-I_2 L 3• rr; � +. T —� \,•. `I"WI\'W\\' _ 3'-tt*' 11' t'-51"RO. 3'•' _ _ Sd<" )F R.61 T' 0� "-(El) i.i .dad opro;� _r r_n s-II• s a :�b'T ' - _ ---------------------- X nJ. r --- — a ff Ip-- _ =1 I raTC E� © - - 47 '� ?-Il AO. 1'-?101 d' -,, I m - '.1=RO.' n ...(,�3.. 1L�... ..�... Rl,clm I�I 1 .im:hci�heJw� - 7 to x � � - MUD OOn4 d ICI Q I� I 1 \\'INWN' N'INW\l' WINWN' - - N'IYWN \VINWN' �WIN _ \ _ _____ n ennsoM (L �BSHON R �d;\\'.C. - _ n11 �@N'.0 �d:SHO\l'ER �STNi i �pWRi \ 'Jf I' 1 ' - 1 dmv Flto�rr RC I'p• >;'�c off all W ." 39•+l' ' I to mchemml q (; RIDGG&BAY'\VINTION' STAIR.EN-1'RY&\l'R:W\V "f-d Fp ILYORW���EN tluc4 `L RiWMtiN�INWW\YICAL `L.RJOGE d:BAY\V DON / 1 GROUND FLOOR PLAN LJ A-2.1 SCALE: %q"= P-0' - N G UL'S,- C,OITTAGE R 0.1DGY BT0.1s F.T A-2.1 LIEDCRIIAf_11 ES GR.A 11AAl: AµC,—ECT< �E: r I I,1 J li' I -------------- J _ ______________ ____________-_ rndr.NnEldmnrnlM1a.• 2 SECOND FLOOR SHEAR DIAGRAM bcl�YOuaz alolr, advr ehinEld mnflwlm A-2.2 SCALE: %" = 1'-0" lirm ufhuildinF Mlm� I I 335:13 ehryw.minimum I I I I \ - •-S" I 9'.6� I g.J"RO. Y-6- s.5: l 1, I I I I I I II II I \ II I CL S- rUE�iT I—ROdN1-4 I I CUEb'T BEDR \1-3 - CL SET I I I ❑ I - -�- �Pr_NT E1:0 ___ ______J Im'liop ebovcr ❑ I I I I I - `L[AST A:\\ZST yf^ sYf" pDRMERS 6"FI" I I, I I '0.0. >'-t'0.0. f: I �: :" r I Y.R1UGl AT , ridEc lint vhmcJ Y11� 1'. 1 f I"ImvPcmd Flvn I Iirc of muEh ImmivF xMwn dvilxJ I, f 6OI rmm"Ym amwm I UFa B:1T -4� rndm 'E) OG / I 5•.�"(E 1 3'.b;.�Q. � 'EQI 3'L;"IEQI 3'.�".(EQI �� I FO �'fmmelma IPPrI :�ALL \ I f 0 I IT-S!•AO.- �♦---��— _9y-1 Z-]^ILO. b_ IZ.�]• I - DS-n I u - Hll ILI 1 I I 1 —44 Uwl`AC IounmUmml RAIf-1(milirnl I iwlntivn elip�l!C'Mcehvniwl mnm m _ iwlmc Anizhd well wrfvcc fmm vood TTI N'"ARE_•1 °O` fmmfvF Uec HolbRilc wq.mn'on clvmpz m \ E _ I imblc puxls(.wil amvYa.mc.)Gom xnll fmm�nF I - GScAW cnl5urfvecz ncop I I I �I I I I mnvM1inn lm.divF mwnu Inll m«honicvl zqui mrn --------------- ------ - ------ --------------- All plumbi.�b Fv ivwlvld nM M1uoE _ mWrahinFld mofbelm xiW rcopmv:Foahns Cn:avvps - \ advrrhmFld mofbclm - 3.35:I3s1"Pc.minwuni 1! SY:" 11;" 1F! ]'0!' S'3=" 3'1{+ ! v.lp'" .33:13 xlopc.minimum PmvrdcxcaWmNppinF�:pcnmcmrof MaxM1vmw1 Novm dmr 1 r-17R0.1'e"5{�'(;' �O 1•r�O.Ili" Yl10.0 I>.."'�01.r.p�0 1.0;iI"i!'Y..1/`lO " 1 �0.1'.f•5!" ff:: �•smoo' ri-i\�rloow �w"IHoo\s CLwlryoo\v Ci}vmvou•(LwlHrwu• GL>Miw r[.wrvoow AI !: y- DGEBAY.fNI" STAIR - I (LGUE TH r M 3E (L hfUDROOMS ECHANICAL (LMDGE.BAN'S^f\I" / 1 SECOND FLOOR PLAN g A-2.2 SCALE: %"= I -0' J N - G LI E S Tx C^OITT A G E RIDGIi® STALKY A_2.2 r ILLE��Y'A u LIEDEAIIA C'll E&\ GAA 11_{AI•i br�'AC IIITECTS ® Snn LEf wo MBU—0 w 3 � £LOS £4> 90S�d ��OS Ebb 805�d o i � N n 4Z£ZO vw 'memesplie 'lee IS Isj)d q C4 V RmAgamVSSm lamm=o 'AtlO01 '3anlnd 3H1 ON1113MOd wfid znoavz altos wwamoSO zzs amma oaz d00`l-aaS073 a3Sodoad aOKs(lisa I Hax2a >m NOUADIO 30 ��a GN A5jq 30o8uo:) SNOISIA3a .moo cvw o ff f f f 1 1 Lot Area 3. 75 Acres. Li ! 1., r i Wetiond 01agging f: Q + 13y 8rod Hbif I. Marsh + ! SW4 f FOR LANDSCAPING, AND a sNa f J /I .7 Nr " & PROPOSED PATHS r '1 a f �/ SEA PLAN 8Y OTHERS .50.00, f f - './ .. r _ sSO.�M -�./ 8'0 CLOSED LOOP BOREHOLE DRILLED TO 180'EACH. •e. _ _ / _ �. PIPED WITH H'0 SDR-1/HPDE �•• I I' / L�� - f383?ah - - GROUTED WITH E GROUT R FT•F /THERMALLY ENHANCED BENTONITE GROUT(TYP.) NOTE:DEPENDING ON BEDROCK DEPTHS-,IT IS AN - � Q -'•/ - 6, ACCEPTABLE ALTERNATE TO REPLACE THE SHOWN BORE •�1 •�• / ; - r - y� ..�.� •�� p�yf �_ „_� LAYOUT WITH FOUR(4)EQUIVALENT BORES DRILLED TO A / .•'` .3 �J^�M -••�'^ --«- DEPTH OF 225'EACH„KEEPING WITH THE SAME PIPESIZE AND �nL ♦' ! -.� ..-`. "1.. _ GROUT MIXTURE .L. - us9 - _ nAj � f -a Stone 41 Patio 2 �q a �.- •,..- � ••� r•� lo, Noses ■ . f r O� �4 IN ■ ' Lu 1 ro . ..�- SF w TH _mo10 m NAIL I ` G EL. 3.31 or) rn c _ vi 8.M. MAO.1V io t y "del 1 ' p IRlselda, i � r •,& { z BaY th Nor w • L} - - - - - - - - - - re, r* ... ... ....... ........ •'� �� - 'k ��'a r°! aY.. a�� �r(d N� lyy *��NF i ` � - / / --- i ...................... 1 4 .+5 r N T-�' 4 s• a Gx -4 ....................... ...................................................... I ' ' X o . . .. . . i , LO i ) LOCATION MAP -� D p _ _ -3CL - ASSESSORS REF.: Map 093, Parcel 021002 OVERLAY DISTRICT: AP - Aquifer Protection District Estuarine Watershed �.• j �� Ji 50.00' 1. i 1'" I • FLOOD ZONE: % �f / 1 ZONE. � f ; ,�- r ----- � ; , It RF-1 Zone A13(EI=11) i Panel No. Area (min.) 43,560 SF Community :�� :�• } _ j I .- � t I ' 250001 0018 D ! j Frontage (min) 20' # l :-PROPOSED ROPO E � ...... i Width (min) 125' July 2, 1992 i , ( f j 't• Setbacks: Fron t 30' Side 15 Rear 15' DIRECTIONS: f; From Hyannis - Take Route 28 into Osterville; At the lights by White Hen Pont r take a left onto Osterville West Barnstable Road and follow o the end, Take a left right t onto o Parker Road;n to t e T A t he stoain rp sign ake a take a right onto West Bay Road; Bear left onto Bridge I! ; Street, and follow over the bridge; Site is on the right, #274. i i .. I DESIGN DATA Lot Area ' Single Family UJ 3.75 Acres ` -5 Bedroom @ 110 GPD Wetland Flagging No Garbage Grinder ' By Brad Hall Q CO Total Daily Flow=550 GPD l I N Use a 1500 Gal Septic Tank I Marsh ' '0 &M O V) O SM LEACHING AREA i _ B, Z z _ �_.s. I SUBS �, I 550 GPD/0.74(LTAR)=743 SF Required I SUB3 I Sidewall=202'+52')X0.96'=123 SF Q Bottom Area=(12'x 52')=624 SF I � ''� �•� � sr,,ez ' 747 SF Total Provided LEACHING CHAMBER DESIGN m 1 1 / FOR LANDSCAPING, AND a ; SM96 f EXISTING & PROPOSED PATHS / r All Pipes to be Schedule 40. Use o° I �� SEE PLAN BY OTHERS 50.00' 6 Concrete H-20 Flow Diffusors in a 12 x 52 Washed Stone Field as Shown. _.. 1l0 1oa-00 SEPTIC NOTES O ,,1 / �- -r'-• Stone- 9•--- P �- 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours r"I patio f -1 Prior to Any Excavation For This Project the Contractor Shall Make co I / -- _ -_� . the Required Notification to Dig Safe(1-888-344-7233). o j f- D---- l _1 2.The Contractor is Required to Secure Appropriate Permits From Town '�(�� f ••• - r 1a (�, Agencies For Construction Defined by This Plan. / I J 9, nor +� 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall f I •• ••4}� �a o �m! �� Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to o �.•••_• 4�a3 2�Q ^h'- / Assure Watertightness. In General,Water Lines Shall be Constructed in I' �__ g _ -- DWELLING Coordination With COMM Water,and Shall be in Accordance EXIS¶N�R IENANCES With 248 CMR 1.00-7.00&310 CMR 15.00. j ` & ANOT REMOVED ^° 4.A Minimum of 9"of Cover is Required for All Components. :�� TO BE 0 5.All Structures Buried Three Feet or More or Subject / s •• 0 F to Vehicular Traffic to be H-20 Loading.It is the Engineer's d �:bo ��� •`rF oN r�"P Recommendation that H-20 Always be Used. s' o tiro •R0�5&D 6.Install Watertight Risers and Covers to Grade in Driveway,or 16 P A�..�• Ala PY � to Within 6"of Finished Grade Outside of Driveway Over �° o - 5Eo DRNE Septic Tank Inlet and Outlet,Pump Chamber Inlet and Outler, �sfOn Ramos PROgo off D-Box,and One Leaching Chamber Per System.. " F�Sq p fOR Ruv 0 p5 G ,�J Al 7.Septic System to be Installed in Accordance With 310 CMR 15.00& yor TH Ml P '01P �N k /_ NF 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable Board of Health Regulations. I I Pool6`3UO 8.All Piping to be Sch.40 PVC. `IE° / O SEO \o 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum P k r �' 1 0 \ Sump of 6". R GD&DR/ OP B.M. M NAIL\ \ 10.The Separation Distance Between the Septic Tank Inlet and Fnd EL. .31 P R Outlet Shall be No Less than the Liquid Depth.An Inlet Tes Shall Extend M d/ a Minimum of 10"Below the Flow Line.An Outlet Tee Shall Extend 14" Below the Flow Line,and Shall be Equiped With a Gas Baffle. ,lky 290 f.f E� �° o� 2 sty WIf e`M' o C'v"� D welling q' 0 B.M. MASG N IL O , ry Opp ° °\ Existing Garage o� Finish Grade Filter N 111 21 ., 113 Fabric ^� Compacted Fill AND/OR ® ® 8 ® ® 8 :,; Pea Stone 3 y ® ® ® n ED 314» - 1 112 a PERC TEST: 13,380 c� 4' Double Washed / PERFORMED BY:JOHN ODEA,PE- SULLIVAN ENGINEERING \ Stone SOIL EVALUATOR NO.2911 12' 2oQ�, o WITNESSED BY:DONALD DESMARAIS,R.S.-TOWN OF BARNSTABLE AUGUST 1,2011 ���� TEST HOLE- 1 �p Fag@ EL.8.2 TEST HOLE-2 EL.7.4 RSECTION F CROSS O FLOW DIFFUSOR . .. ........ A s ....................................................................................7.R 8 ...........................:.......:...:•:.:::::•::::::::::::::::::::::::::::::::::6.7 NOT TO SCALE � .:.: :::::::..::..-:.......::.: ......:..:..::::::::::::::::::::: ;; .:: AYELtlfk' 3t :;::;:;:;:•;:;;;;;;: y :::::::.: .... ......... J �;ttt�� � �$I€�. ....:.... .............:::::::::::::::::::::..:..::.:...::.......::::::::::::::. 8' ............................ _::ti .7.5 9" :x:•:<.:;a.,:-::.-:.:..... 6.6 - i: ri iirr.Fi A ............. ....................t < a•»:;c•a::•:::::»: 7 R=�tXi....I ::::::............. IGF#FT3K�3W131s�H<G1A :::: s:2 14" .................:::•:•::..... sr$ATtk�7:..........................: .: f 7.0 1T a a; ;i rr»»:::;r::a:FI TsAN)>:r:::::::::::>:::a;;:>:;:>r:6.0 ......................YbA�. .. .;. 8B4T1[�..... ........ :::.. ' ....... ........................ 32" .:4.7 a 6 C LAYER 2.5Y 6/6 C LAYER 2.5Y 616 w OLIVE YELLOW OLIVE YELLOW 4 a'E MED.SAND MED.SAND 35" PERC TEST 5.3 M 25 GALLONS IN<15 MIN. GROUNDWATER ENCOUNTERED 2.0 96" PERC RATE<2 MINAN(LTAR=0.74) 0.2 96" -0.6 F.F. 1 .40 Access Cover (typ.) Legend• F.G. EL. 11.25 F.G. EL ( See Note 6 10.35 MIN.) ( ) F.G. EL. 9.25 (MIN.) -o-- Sign. PROPOSED Flow Equilizers TEST HOLE-3 EL.10.5 TEST HOLE-4 EL.1os Light Post As Required ed EL 9.60 q �::::::..�:•:;•:::•::::•:::.:................................:.::::.::::::::::::::: ;;:�;;;;;:-;;;;;:;;;:>:::;;;;>:»:;;;:•;:�3i,�i�iii�;i;;iiiiir;;;:�i:�:�:>�ii:� Installer To 9. M sc Manhole E 10 6"�:?�iiii:iSiiit�:?�?�:�:�:�:ii:�:�i:�:��i�i2?t�;;:Ft;i:'t�;i`%ii:��i:�i:�:�:�':�:�i:<2�:�� 10.0 Confirm Prior o.2 1500 Gallon EL. 8.85 A: it::.iEfYB;3/2i; .ii........... ��3 it FYi'�..�?� ToAny Work ::.:::::................................:................:........................ ..................:.:.............,,...............................::..... Catch Basin „x Septic Tank EL D-Box isyr�......�R2i5 x . ..... i;<;:_;;?��:tA :� 4.............................Iiiiiii. ® EL. 8.33 Top El. 8.50 ::::..:....:..: •:::•::.-..:.. ....................................................... . . r . .�.. 'T.tt��vl:: :: ." 9" •:•..........-. 9.8 9 •......::::•::..............3A7.ID���A�I•:::>::;;•:;;:•;;;:::;;:10.1 .............. .......L;A IR If#'.i�ik.6ld..................... CB DH .�.. o 0 0 0 0 / C El FjQ4?N3vkk rI�I'......:::i:.. .' '?»::2€iS3TGFf3:&RUNTS::: -0 Guy J� To Be Installed On Flow Diffusor 14 Eliktli::::..-::::.-::::::.::-::::9.3 15T1s �il •::::::::::::::::::::::::::9.6 G :;;;iii£1:Ti I:Z1t3CR:.. ;;iir;;i;;rr;;;;i: ;•z:;........: . 1.. ........::. ............................:.................:...:..::........::::•::::::•::._. .... :..,,..........:::::.:::::::;::::: y � a e ompac a ase � .................... .................... -O- Utility Pole u= 1Ei8 Bedding, T s & Baffels »s>:•;::;>.»>s:<-;:.:; �r� .......... .. . . . ..:.......................8.5 24 ........:..:..::::::::::::::L£) �.�h1�tl�-:::•::::•::.-:::.:-:.-.-8.8 Gas Gate O as Per Title 5 .::::RP�i?Lzi : fit:fpltie:_:.`)' :; CLAYER2.SY6/6 C LAYER 2.5Y 6/6 \\\\,, EL. 2.00 Of YELLOW OLIVE YELLOW ��hFGISTEQ4 .\;` k1F:lri:SU3Eitt{e:Stills; lit�iii:5': t:: High Groundwater 9 MED.SAND MED.SAND ❑w Water Gate „ F G: Thy............................................. f: h? Sy : Per Perc Test 3s" Overhead Wire s y°NAB • PERC TEST 7.3 OH W S 25 GALLONS IN<15 MIN. GROUNDWATER ENCOUNTERED 2.0 - - -25- - Elevation Contour 120" PERC RATE<2 MIN/1N(LTAR=0.74) 0.5 120"1 0.8 DEVELOPED PROFILE OF SEPTIC SYSTEM GROUNDWATER ENCOUNTERED GROUNDWATER ENCOUNTERED As-Built Septic DATE: 01 16 12 1 NOT TO SCALE SITE PASSED REVISION: Relocate Proposed Septic DATE: 101271111 TITLE: lte Plan PREPARED BY. PREPARED FOR: NOTES: Proposed /m rovements Sullivan CapeSury MBRfDGE274 LLC 1.) The topographic information was obtained by an (A /� /� U111Van Engineering, Inc. on the ground survey performed on or between : At PO Box 659 7 Parker Road 1270Avenue Of the Amer/CaS 26/APR/11 & 09/MAY/11. rrri T1 MA 02655 Osterville MA 02655 -� Osterville, New York, NY 10020 274 Bridge Street (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3995 fax 2.) The datum used is NGVD '29 (a fixed mean sea MA copesurv@copecod.net level datum).Barnstable (Osterville) o Dro ft: JOD Field: WHK/MLL/RRL Ao p 20 40 80 160 DATE: SCALE. „ , Review: PS Comp.: WHK/RRL September 12, 2011 1 =40 Project: 30016 Project # C374_3 I 7:1 t+ 4-1 hoc 1>oc., o' icao' ;Pov:�' -Svoo' 4oae->' jn0{J I 1 � i �w r ,1 B dS ►U er t , ,7 0.7 L c.. lU L' ti t r TZ 00 64C r 43 es N Irl ,z ' i. "3�4 �7�- '''�C "1^�`.ti' � =- 7 Z:"� � l:,��o _"Z'?s• '�6.a�>j �' <� j �-' 1�:..., V I L C=- �?�E-: 1 aov GAS--• ��` L(=.A 04 F k LID- -. _ " - � L IL)�-:'�-a}t�c�� - G�-c3 2.. V->t:� 'C"�t=�..�-�-t t_. � 11 �'�- 1 htG•, \nN K1 2 JAB t� . t � E k.=T1 �-=-'� --r-+A.r -t-1-►� �C.:..::•t='��,�-_._ C�v�l�L__�1 ti,Cs r�i� �:•,.- { FZOA/k iLoeiz> /A 1 z'A 'w-T I � 4_L`C.�tdrl��.:•�.. �aSt'> tom..! +.1 �s e,ar 1