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0055 WIANNO HEAD ROAD - Health
- - ��T, rr55 , .- ,WAnno Head Roadter`ville - t A =_091 219 u 0 TOWN OF BARNSTABLE .(^1.-CATION S!r 6L)1 a,�t ice/ �e`-CJ SEWAGE # �`I ILLAGE C�� �`��'�`L ASSESSOR'S MAP&LOT—/— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type c' � �� �® size) NO.OF BEDROOMS n BUILDER OR OWNER ``[ fi` tt ll r,fl / 4<✓� PERMITDATE/-'4YV-"' ZV COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 fe ac ' !:ftj Feet Furnished by l �p TOWN OF BARNSTABLE �p ,'' ^J� 4V J!f AIVO ®� �i' SEWAGE # L�:��TiON /J 'VILLAGE_ti ASSESSOR'S MAP&LOT _ ' INSTALLER'S NAME&PHONE NO. dV,,5�L�� ��- c ( i�Z SEPTIC TANK CAPACITY Z�� �r LEACHING FACILITY: (type) —(size) !y NO.OFBEDROOMS BUII.DE OR OWNER � 1,,� -c� t y PERMITDA 1 4 COMPLIANCE DATE: �2— _ 7 Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on.site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by QY✓ �"I'pl °c Al z,�► � �Z—y� ° °3�L �'O o 12 hs e o - e 0 • Cb .� 0 �u� TOWN OF BARNS CABLE ! ��(�2 -Cjj LOCATION-55 SE AGE # 11 j1 VIUAGE ASSESSOR'S & LOT 1 CX INSTALLER'S NAME&PHO v•I� v l SEPTIC CAPACSXY � LEACHING FACILITY: (type) o NO. OF BEDROOMS �f BUILDER OR OWNE�RJJ� ' I 11� PERMIT DATE: 10 :3 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by eAA Maly) A�ou-,g-- oc,- A 2 �- 9,Q 9c 8 c 1--71 -711 , z-q�' 2-27 4- fq�q TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS Owner. of land — Waquoit Investment Co.Ltd. 595 Howe St. NAME DONALD EMERY Vancouver, B.C. ,Canada V6C2T5 ADDRESS 55 Wianno Head Road VILLAGE Osterville Assessors Map 91, . Lot 6 LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: 3 y_4 OR CHEMICAL over 500 #2 Fuel Oil New Steel sg� 9/19 81 9 / 9 YV Z (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS 02--22--2000 11:50AM CENT OST FIREDS T 5087302385 P.02 Make application to local Fire DepartmeniL Fire Department retains original application and issues dupEcate as Permit. ��e cvx�ine�rl`c ��-rixe c✓�w�.cea � ✓c7naxci� -- r APPLICATION and PERMIT �9�$25A0 - for storage tank rertcv:J and transportation to.approved tank disposal yard iR accordance vvi °r orris of M.C.L, Chapter 1?6. Section 38A, 527 CMR 9.00, application is hereby r by: Tank Owner Name(pi a print) wBrian Rowe X • agname anraermW Address 55 Wianno Head Road, Osterville Svee� aty $plq Zip Enviro-Safe Corp.. EnviTO-Safe Corp. Company Name Co.or Inclividual.4 P.O. Box 810, E. Sandwich, MA Address _ t d S — Address - r•Si nature ir. = it - 9 Signature if 1 IFCi Cer,0*: Other C IFCI Certified ..S?# :Other j Tank Location 55 Wjanno Head Road, Osterville, MA I Ste®i aderess ,r- - Tank Capacity(galtcns. 500 Substance Last Storms ii2 Fuel Oil i Tank Dimensions z ngth) Remarks: - d I I Firm transporting waste Enviro--Safe Corp. State Lie.k 329_MA Hazardous waste rnar;ites= _ MA1K8573.06 E.P-A.r MAD985269323 ti Approved tank dispcsaj,_srd Turner Salvage Tank yard# 002 _ Type of inert gas Tank yard address 235 Commercial Street, Lynn, MA Centerville 01920;: City or Town FDID# Permit# February. l4, 2000 February 28, 2000 I Date of issue —Date Date of expiration_ j � II Dig sale approval nurri 0_ 20000502928 =�pig Safe Tcll Tel.Number.80:0 322748444 Signature/Title of Office, .ranting permit After removal(s) send F.-7, 7-P-29OR signed by Local Fire bept to UST Regulatory Complies Unit.One Ashburtbn Place, Room 1310, Boston, Ma :c'�8-1618. FP•292(revised 9/96) 02-22-2000 11t51AM CENT DST FIREDEP ,., 5087902385 P.03 Make application to local Fire Oepartme"L Fire Department retains original application and issues duplicate as Permit. ( ;w efia�trn�.rl ajt' i%Xe C'lexuicea — c ocr�nn2�c ✓�xentorya APPLICATION and PERMIT I Feb: - $25.00 for storage tank remcv-J and transportation to approved tank disposal yard in accordance with!the provisions of M.G.L. Chapter 138_Section 38A, 527 CMR 9.00, application is hereby macbe by: fi 7 7Tank Qwner Name(picz print) Brian Rowe X ' agrwri•. sapY.M �nra! i Address 55 Wianno Head Road, Osterville suns Cary 5r9re 20 Enviro-Safe Corp. Enviro-Safe Corp. ` Company Name Co.or Individual 1 PAN Fnnt Address P.O. Box 810, E. Sandwich, MA T Addr<ss vv,r Ynnt Signature(iZaj4C r rrnit) Signature(if app 'na; �emri) i ix IFCI Certiter Other _; 1FC1 Certified _= Other .P . Tark Location 55 Wianno Head Road, Osterville, MA t"eer Adams Tank Capacity(gallcns Substance Last Stcrer- # Fuef Oil Tank Dimensions( T-• r x!en ) I Remarks: Iro i i Firm transporting was;= Enviro=Safe. Corp. State Uc.# 329 MA . .;u-� HAK85 7306 9 9 2 Hazardous waste mar..._,,,.. . E.P.A. rr rfAD 8526 3 3 Approved tank dispcsai Irad T,srner Salvage -Tank yard x 002 . Type of 1rert gas Tank yard address 235 Commercial Stre at, Lynn, MA • - Centerville 01920' City or Town __ DID# Permit# February. l4, 2000 February 28, 2000 Date Qf issue _ Date of expiration _ Dig safe' oval nu�r• 20000502928 � �4 appr pica cafe Tctl .,,,.Tel.Number-St}�-322.48441 Signature 115tle of Of`car s:anting permit After removal(s)send Fc.^ =?-29OR signed by Laval Fire Dept.to UST Regula o omplia.�Unit,One Ashburton Place, Room QW,Boston. 'AA. TOTAL P.03 �,., --- ��� r, �� n � �, r ... TOWN OF BARNSTABLE / SEWAGE # Rb (D LOCATION ll ASSESSOR'S MAP & VILLAGE_SLCYV i I( G G'R- C INSTALLER'S NAME&PHONE NO. �7 o2O SEPTIC TANK CAPACITY ^p size) '�%X LEACHING FACILM: (type) ��oof b. '��►�c — NO.OF BEDROOMS- �X; �'•n BUILDE OR OWNER l — ��` 7 COMPLIANCE DATE: PERMIT DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 1 Well and Leaching Facility (If any wells exist Feet private Water Supply facili on site or within 200 feet of leaching tywetlands exist Feet . Edge of Wetland and Leaching Facility(If any within 300 feet of leaching facility) Furnished by ea' p ►� _ . — 2 0 ° ,gy� 66 3 0C e r 0 02-22-2000 11:510M CENT CST FIREDEPT 50879E2385 P.03 Make application to local Fire Department. Fire department retains original application and issues dupfscate as Permit. — 1�iU��1'1,I��lCC�Gfi�L C� a&6615Z 1� O / 09 ��ra��rn��nC'r�'�Xp C�e�viceb— �aa�xa�a�:�c�r•�. ��it�n'tcm ''''�'` . ;�r i APPLIC11 4 ION and PERMIT i Fee:_ $25.00 ! fcr storage tans:remcv-1 and transportation to approved tank disposal yard in accordance with!the provisions of M.G.L. Chapter 1-,*_Section 38A, 527 UAR 9.00, application is hereby rr acre by: Tank CArner Name(p'��print) Brian Rowe _ X :,.rjtsr,ru.,aouy+>9 rremej Address �5 WiannQ_ Head Road,_ 0sterville $iron - - tarry Stare 2!0 •Euvi.ro-Safe Corp_ Enviro-Safe Corp, Company Name _.. Co.or Individual.— Prnr -Pat P.O. Box 810, E. Sandwich, MA Address — Address 1 P,v,r Pint f Signature(i0,7 Z"� Signature(if appi 'no.'t --errri) -- � t � i I M IFC1 Certifies Other IFC1 Certified ? it tither _ -_ lilt r . h Tank Location_ 55 Wianno Head Road, Osterville, KA V r ::Per AJa,es= I Tank Capac:r/(gallcas 3_002 -Substance Last Storms 2 Fuel Oil Tank Dimensions( - r x len --. ! ! Remarks: rKrar"tid"L { r 1 Firm transportinywas FnviTo-$aie. Culp. _State Lic_# 329 M4 u Hazardous waste mare—* _ MM857a66 -�� E.F.A. # MAD985269323 j Approved tanK dispesai;r�� Varner Salvage -Tank yard# 002 M Type of ir:er.gas Tank yard address 235 Commercial Street, Lynn, KA Centerville 01920,1; City or Town _ FDID#� Permit# February. 14, 2000 February 28, 2000 Date of issue _ —DatP of expiration 20000502928 Di Tcll Tel.Number-8 1322.48 4 Dig safe approval nurros� — 9 Safe �" I - c Signature/Title of Officar:ranting permit After removal(s;r send Fc.^ =?-29OR signed by local Fire Dept.to UST Regulaio ompli2., =Unit,,One Ashburton Place, Room 1310, Boston,MA. TOTAL P.03 0 No. V Fee 145:2 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(pprication for X0igpo9;a1 *pgtem Congtruction Permit Ao Application is hereby made for a Permit to Construct or Repair an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. VIA 4/4.J0 �.� OSYeeU/GGG Z4.144! r .Tree ieotJc 4/0 d'i c ui,q t S f t-al A �Fo2mLr2c 'jam Sc 9viCZc/, � ' 9/ for &/q m A.t! ST/ L'E uTE2rl�GG�, dirt OLG J'� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. R.S. $E✓/4AQQU4 eousrQcr&7 oQ /a, .n.edi�cvq/ .4ssao- ?o a-x Gzir, foeesraf,cc „,W,a C6-ar)8.33—1�99 9// sr, os7-E-evle-46 �� vaG crs �SO 8'� �z 8'-/t/,5�0 Type of Building: X Dwelling No.of Bedrooms 3 A[c w� Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 o of gallons per day. Calculated daily flow 3110 gallons. Plan Date !z/Z T 9 6 Number of sheets ! Revision Date Title w3su2.FRCE se-w9Ge 4l/,74 A1,y N-E�J, e1 GAS 2lJ/LLB.RCN. is 5� - it®O T�1�G SoS ,3 S/v8 AZOV Description of Soil ilee P4,-3,4/ t is A?aZ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been8is "this and of Health. Signed nADate jo Application Approved by Application Disapproved for the llowing easons Permit No. 9 1(0 — °'/ Date Issued t ,. .-�"r� 41�`..{"'T. �L j. �J ,, ti.�. s '4 •_ �,i �,.t l ♦,M1. i� tl..� �� tr ,�'w� yam. ..J-i.. �i'� .�Yf zTz No. !`. ,� rFeet/on , { 'z THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS y 2pprtcattott for Mtg ogal *p�tem Congtructton j3ermtt " /plication is hereby made for a Permit to Construct )or Repair( an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No., E �FQ2rnE2c y�sFgvic�d� /v4;j, Q/ G0r-6 ��g A"01"V Vi-/ Ftirv*evZccc, -A azG.3, _ Installer's Name,Address,and Tel.No. Designer's Name;Address and Tel.No. �. j $r✓/LAC�Qu�9 L�Od/sTL'Lul�TO�/ p. 17.4,11e cal /4S-S00. �p $oX G�'�,- �02E5T')JHCE �YJ 14 lf2G 9U -f-'94 9�/ Type of Building: h' Dwelling No.of Bedrooms ,V 4,I) Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 QC gallons per day. Calculated daily flow 13ya gallons. Plan Date 17- X to Number of sheets ! Revision Date Title SuAsu a Fa rF' se"W,46 e /✓/44/4le 110'1,4 R eD , osre-rd/c!F ew y. V 5' c /,raa q TyTG Sp S e 3 VY? F4,0,V ai�Fus®e.S Descriptions o oil sE PG.g u t b'Pat 5/ Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ..:Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system -; in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss d b this B and of Health. Signed Date fa Application Approved by d Application Disapproved for the llowing easons Permit No. �D �� Date Issued l 7 "' % THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Cerftf tcate of Com phance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repairedh laced( )on by A_ fkej for 1Q1 -c&,4, I ak 5:_< UJl.�.r.y a has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. G� t' dated /,a _ -a Use of this system is conditioned on compliance with the provisions.set forth below: No. (D �' Fee ?'1 i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE, MASSACHUSETTS lwtgpogal *pgtem Congtructton j3ermtt Permission is hereby granted to to construct X•)repair( )an On-site Sewage S tem located at S°S GJ 0 d/ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be completed within two years of the date below. Date: `1�- J— e[� Approved by �2 e, No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: l�y es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for ogal *pgtem Cow6truction Permit Application for a Permit to Construct Repair( ) pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Lot 219 ( tr's Nate, l�risst� e�.No. 55 Vdanno Head Road, Osterville L aTl & t' qq ��P Assessor's Map/Parcel iL84SWAIVA'S�.S10S erVlTle1 1 ' 02655 .Map 919 Parcel 6 Installer's Name,Address,and Tel.No.508-833-4899 Designer's Name,Address and Tel.No. R.J. Bevilacqua Construction A. M. Idilson Associates, Inc. P.O. Box 628, Forestdale, MA 02644 P.O. Box 486, Barnstable, MA 02630 Type of Building: 14 ro dwelling/2 septic systems (see note)* Dwelling No.of Bedrooms Lot Size bra 21i+ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( X) Cafeteria( ) Other Fixtures Design Flow 440 gallons per day. Calculated daily flow 440 gallons. Plan Date O _t bpr 1 1 , 2002 Number of sheets 1 Revision Date October 11, 2002 Title Subsurface Sewage Disposal Design Repair Size of Septic Tank existing 2000 gal. Type of S.A.S. galleys Description of Soil 0"-27" - fill, dense graded stone; 27"-31" - highly uniform sands and Nature of Repairs or Alterations(Answer when applicable) rep 1 ave SAS; add plum *use 1/2 total # rooms. Septic permit #96-684 provides 340 gpd; repair system provides 440 .gpd. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and n _ lace the system in operation until a Certifi- cate of Compliance has been iss a his o d of H alth. Signed Datel __VrL Application Approved by Date Application Disapproved for the following reasons LZ Permit No. i Date Issued 16 3 a3— �+ k Entered in com uter: / f Q i• +' THE;COMMONWEALTH OF MASSACHUSETTS p ` P; UBLIC HEALTH DIVISION -TOWN OF'BARNSTABLE, MASSACHUSETTS1' j 1pplication for Min o ar p�terrt Construction permit ,. 4 r :Application for a Permit to Construct Repair( ) pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Lot 219 pe ' ame, ress No. 55 Wianno Head Road, Osterville �rl a `�'.��.'" �� a� Assessor'sMap/Parcel �, iNOAYn S �s' r 4e 1"1H 02655 Ma 1`. Parcel 6` Installer's Name,Address,and Tel.No.508-833-4899 Designer's Name,Address and Tel.No. — 5— 7, R.J. Bevilacqua Construction A. M. Wilson Associates, Inc. P.O. Box 628, Forestdale, MA 02644 P.O. Box 486, Barnstable, MA 02630 Type of Building: 14 rojm dwelling/2 septic systems (see note)* Dwelling No.of Bedrooms Lot Size 66 s 211+ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( X) Cafeteria( ) Other Fixtures Design Flow 440 gallons per��da, Calculated daily flow 440 gallons. Plan Date Octobc2 11. 2002 Y Number of sheetsl 1 Revision Date October 11, 2002 Title Subsurface Sewage Disposal Design Repair Size of Septic Tank existing 2000 gal. Type of S.A.S. galleys Description of Soil 0"-27" - fill, dense graded stone; 27"-31" - highly uniform sands and �ratsal s; "-1() rr (f��r uni fforim Sands and g aE1r-ie _L Nature of Repairs or Alterations(Answer`when applicable)replace SAS; add hum '' 5 ytf r , 'ruse 1/2 total # rooms. sep.tic" rmit #96-684 provides 340 gpd; r system provides 440-,gpd -� N Date last inspected: ' Agreement: fi The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system ~ in accordance with the provisions'of Title:'5` of the Environmental Code and' lace the system in operation until a Certifi- ,.. rate of Compliancehas beAeT.b.y1jthi,.ioardof falth. 11 Signed O �. Application Approved by Date Application Disapproved for the following reasons Permit No. �L Date Issued �- =`4 ---------------=-------------- ---------- ' ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS. Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(k')Upgraded( ) Abandoned( )by at 5S <J Itk�-.t t10 t A� p G-r- 7L tJ(t✓c-c ha onstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the syst will funmion as de tied. Date -t1a, Inspector 4,�. 9 No. ---------------------a �OcrZ—5�6� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Miopogal *pgtem Construction permit Permission is hereby, granted.to Construct( )Repair(L4 Upgrade( )Abandon( ) System located at e5- k)+&f l A j 0. t},:�'Z 1)R_ OSY U/LL L and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. f Provided`Construction must be completed within three years of the date of this permit. Date: 1� , ��— Go2 Approved by � �• i � U TOWN OF B STABLE �i� LOCATION SEWAGE #.2002 VILLAGEf,���� ASSESSOR'S & LOT 1 lX INSTALLER'S NAME &PHONE NO— v� �50 .833 �i SEPTIC TANK CAPACITY LEACHING FACILITY: (type) A NO. OF BEDROOMS nn Q BUILDER OR OWNER]� 0II PERMITDAT'E: COMPLIANCE DATE: I - a 21--02, 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 an d Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ex�s� . 1 B �i6 C �n 7 -7 D l�Qb ' j � J26 � .14 - y f jLf viol- 6.UG r TU'!k + 0 seas i, ! ti•Ny.S:g�1ck��•;��•*`�, Cat<'�} I:j a� � .> "~'��' -741 Jae' �Y�.I :f •'� .�1 ..e' ,r-� Q� fr � I�N � s±�`v, an. �!} 9�: t h.,,a^istrrrry` —•� '' i SY`S ! i '� k\�,..5 1-'�,- 1 \� d :9' '�`d•, . ,.a-r.1' fat� '�1 ' j ' � G:OS; ;'�-+ '�,tR�a{,S � � � j l i'1 -_'�_, _y.`r,o'�"'"e•t, .•1+ ..ys f � �.='- LS �4 � l`1�f7, r0-bay �7,1�T•.M•y;L' ' � �t�.tb "ry•'� 0 1 1 �'� t w s OK got- pzt ` fie, Ila cr �, � � S t ,�'r'ZS�a.�-ti... = #tom '���,r s ti --• '4 r;4 111011 ,• 1. 1011 '`•�g��,} '''�'y � t�F)�y._a.. � .,�.t � '-•:r'�". �it��i,C'CJ �, �'�`A�f �,�' •.;:- W Irk., -k 1'" CC a• roe • {0 } d fix{ r• 1�• � /`J/// f ��. ,� =� "•-f ;fit. `-e La i � •f �d� ,. � � _ fix, i', � •f fr�r PIUMP S 1 4 ,� Y�`r,-••�,•--gar-'��` ,''f ',�-` -�-_,� u�,� !io t30 A ba ce edJits� _E/' E/T/C rU �3 ,0.L70"ti OPOSM bn A Q7Q) T, r qnc nm wa L14 97.:in ani PO.?,2—r.ri O(A f � / �' � _dy �4 I• ±•'l. ��y,:�� f A `fir�A '1 � / � �' �� •'� p9 �?-t�- 1���?cfG-.�3�•�}'^'�l GOtch t'� (JI> /; f.�tA 1-.• ''� :i-c7�ptlaix�„'Y'1�"^ Bo�rlis�� �`^ �: � 4 r '•-•I Ii��.',Yf_e-a� F' ,Je-n y•• K'b l't Ilr I/ / � , j,7!L IEV, ',..i14-'•�f ��t��i i�'�'� r s 'asr'`-r' •a1'xYv'.!``a �° da, � �, � � r '+, ` .w �.7'�i t �jd'IGK,, {y���� / - � 4.R t' �'e',��' �''sue"tit• e t rR��'f'� ( pJ�f� t• �1 � �{t' 1•�Oi'i� µi�.;'� r '/ 3�ctik1 t� "•��°.•''; ""'.�'kr j5 � , �� lj�, 11 ' 1'a 4r 1 v �k �`...�-y`+�., '•ter]•' Y' �~ rl,� ri-boxi;r k= t ..`.rot•: jLA o �r ri�Z � +f toe t OCK c?o Ok L •� E' I 1r'. / /f aiAMBER axis%itn9 Lffcchirrg Pi",� E/TA"—r ' r�J �Cprir'CGf1C�I� rrMAM 9n 'A Q7Q! T i i Rno 'nm m4 i14 77 Tn �ini Pnn7-??-i.rn j tI �, i ,i ��� YtlouMPbeM�4M!M.*egriMlM-I�yhyy��MuaR�h�q} leLu.Y.w.MyHyry 4.. ;�...y ,` ... --- _._ :'f7-�_ � ram•'' n� ./ � � r / fr,,,;1�•',� ' .r �r rl ( f, . /ar:yl?Z<S r f,r ' IIIIF;lStt 1 H' _ t.l`SfIG n' ,, Cotch (� o I .,r. '1.�><,]„OtIQ'.1..•�f`.��''t' �051rPJ6 C,t t �1�'�-} __ ant 7 T.� , /• r.! q�t t SCE �.+5•s �':�� '. �•t r_ } OaAl S � ,Jr 'f �,.i 1,� 0 f r�'r �a T� "'.tj.-�•4t.P��ya"�^d -�",�'� � f k�S litY7 f � �f �I.J y��T�.'�j .,�( ''r f r .mil• ��a{�f`'-}•:'S1`r /. �,`�'.� ,f�] �'+vJt r T .•-,�' ,!^ ".J-i '',� r.�".�.'•S�ti„1 �5 �—. t Ai ,�r•-•'\ "t7„ ' , 1 1�' ,_ �.�/ ..iF y',:s '1' �'y al" • �'1,1 N + L 1 1.a, �.•+ l�x,y� t 4 -!`i' , 1�C�-1 ..11• ,�`.� t r ! t:�-�.�`. .,. � •rr "� '! ; '�'),,l -� :� 1 ��ft1 1,�,�•' ��'.' �'S,y,-'-- ik9Lrr^hs:le'� 1 ?`ri4 r �l,h:�ik, i=°,M]T Ya tea@ c F, y _ u� _ Wait %fat .1_' eT �,`� ..t- � PROPOSED j FKJMP CHAMO t } "r;5�i� lC'Cf1ir PiiS� —.e...E r/r` h1 344.00' l 7n '1 n7n1 T 1 1 one 'nu VuJ UJ i7,Tn ant 7nn7_77_Iitn No........................ 'F s.....v�...0.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEAL -H ..........:.7�//1. ........OF........ ... t!/. .......-.......................... Appfiration for Diipoiia1 Workii Tomt ndinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _ - .. !x�f_pr....... .:..:r ...- Ifs Q .5.��!-1el-3.r1/C--•-•--•.......................... . l ---•-----.....------------•-•---•--------•-- w Locatiot6.4ddress or Lot . �.�_........J_l..-......... 'C �... ..•.... ....... •-t.�lSd... , ...... Owner /Address .... , _ .>r.. .._..........•----••.....................••--•----..... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............,..........................Expansion Attic ( ) Garbage Grinder (�f Other—Type of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures -----------•--- ------------- W Design Flow........ ...........................gallons per person per day. Total daily flow......%5 .......................gallons. WSeptic Tank 4�Liquid capacity_200Pgallons Length................ Width................ Diameter---------------- Depth................ 3 x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No......Z---------- Diameter....../..Oi_47. Depth below inlet...... -........... Total leaching area.; _?:...sq. ft. Other Distribution box ( P ) Dosing tan,�s-j ,/� a Percolation Test Results Performed by.._�'_..h74i �Test `__..; __ _______ ___ �s Date___ �_-........ 1-4 Test Pit No. 1------ .-_._minutes per inch Depth Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------�--r_.. - Description of Soil l "....... .. -----------------•-- 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 I- p .,, 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bepisstied by the board of ealth. AU Sig d '✓7 . Date Application Approved B l�r/1/!.__ . -- Date Application Disapproved for the following reasons:..... -------------------------•------------------•---------------------------....._..••••-•----•••-•-•---•••-_....•••---•----•-•--•----••-•-•-•••••---••••---•••---- ...----------•----.......... Date PermitNo......................................................... Issued-------------------------------------------------------- Date THE COMMONWEALTH OF MASSACHUSETTS / �.,,�,p—,O"v BOARD OF HEALTH. .........i� �r-rY1.............O F............ .. ... 1.. ......... :. `' Tntifiratr of T1amv1 aurr c THIS �S T CERTIF hat the Individual Sewage Disposal System constructed ( or Repaired ( ) by e/ -. -•-•- :..... nstaller has been installed in accordance with t provisions of r 5 of The State Sanitary Code as describe(`in the application for Disposal Works Construction Permit No._�I.. ZU________________- dated___2_-A__&/."c�0— / THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. �7&V5�'4A�� DATE................................................................................ Inspector............................22......<�f ............... COP/)-1 j No.._................. FEB... ..................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEAL Vr-1 .........re�., OF........ ......................... -- ----- ------- ------ Appliration for Uh4poiial Work, i Tomitrurtion Vamit Application is hereby made-for a Permit to Construct or Repair an Individual Sewage Disposal System at: ........................................% Z.?.......................................... L i Lot No. ocatior 7) p.,jAddr ess ...............................C... ..K b�% _7............................. ....... ........ .......I....... owner" 1//TA`L/Z�!�*...........................r.....S.T ....V I----------------------------------------------- ------- .. ......................................................... Installer Address Ty 14 pe of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.__________. .r..........................Expansion Attic Garbage Grinder I Other—T e of Building .........................I...... No. of persons--------------------------_ Showers Cafeteria yp Otherfixtures - -----------I........... .............................i........................... ",................................................................. Design Flow_____ Is. .________________________gallons per person per day. Tot4lpdaily flow______457* ......................gallons. 1:4 ;...............Sepfijc,!Tank-AtLiquid`-Liquid" Length-------`.nt..... 11%posal Trench—No. .................... Width___.._.._.._.... Total,Length__.____._!!___._..._._'VVi th Diameter.;.............. Depth__..._______._-- Total leaching area____ _._sq. f t. S6epage Pit No-------IL---------- Diameter_._... Depth below inlet_____. ........... Total leaching area.�� ..sq. ft. Z Other Distribution box Dosing ant( Percolation Test Results4., Performed by_ �'Z.__.... ......... I ...... .............. . ......................_________minutes' per inch Dep h of Test ground water.. Test Pit No. Lt, it Test Pit No. 2................minutes per inch Depth of Test Pit___._...___________. Depth to ground water........................ ---S7........... ........ ............ ............................................. ----------- -- .............................................. 0 Description of Soil...........0.!�.............. ................................... .. ............................I............................................... -------------------*--------------------I--------------------------------------------------------------------- ---------------- ..............------------------------------------------------------------------------------- ...................................................................................................... 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'TTLE 5 of the State Sanitary Code— The undersigned further agreesnot to place the system in operation until a Certificate of Compliance has be v,,ayss d b the board of llealth.'Y Sig 4/S ---- --------- ---- ------------------------------------------------------------------------- ------------Date Application Approved By.... 9,4.414_441- ;I V Date Application Disapproved for the following reasons:................................................................................................................ ........................................................................................................................................................................................................ Date Permit No______________________ .......... Issued................ fit THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... '8' ............OF............ ........ ................. .................. 1 e- (9rdifiratr of Toutpliaurr THIS T, .ERT*IFhat the Individual Sewage Disposal System constructed or Repaired y . ............... by.......... . ? - . ........ ............................. ---------A........ ------- ....e-r-------------------------------------------- all j t6 ................ .................... at---!!n. �42fpd /9 has been installed in accordance with tl provisions of T iof The State Sanitary Code as described/in the ated 7A I/—CA� application for Disposal Works Construction Permit No ---- ----- -U.................. d- ------Z................ ..................... 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 /.9F HEAL , .........OF...... ............................................ No.............A.......... Disposal ♦ or '(901t udialt Vprr4fit Permission is hereby granted__________ ....... ......................7..................................................... to Const t ppsal System Re a' K an Indivi) -1 Sewage Di,Ajal t�ft47 4 ........ at No..4- ,M- .................. ...... . ..... ............... Street as shown on the application for Disposal Works Construction Per No----- ....... ted...... .................... Per ......... . 4_1 - ----*------------------ Board of Health DATE................. .................... FORIM 1255 HOBBS & WARREN, INC.. PUBLISHERS TOWN 9F,BARNS LE LOCATION � WictO SEWAGE #2—vv2r V'iiLAGE AS SSOR'S MAP & LOT IT & l III INSTALLER'S N &PHONE N � v ' bn 4_A vd SEPTIC ANi CAPACITY J V " LEACHING FACILITY: (type) 1 e �hCo 612fOize) Ew C C.1 `26 NO. OF BEDROOMS BUELDER OR OWNER i � a PERMITDATE: 1`— ,) `( COMPLIANCE DATE: I 1 —2 `0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �, - 3 - y u b _ 32' ; :e Z4 W Doce1s135P503 03-03-2010 9 -38 t'ARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS,Jill P.Rowe having a mailing address of _ , is the owner of the land together with the buildings and improvements thereon situated at 55 Wianno Head Road, Osterville,Barnstable County,Massachusetts,(a.k.a.Parcel 6 on the Town of Barnstable's Assessor's Map 91)and more particularly described in Land Court Certificate No. 12913'(Lot 219 in Land Court Plan No.2664-108)recorded.in the Barnstable County Registry,of Deeds;and WHEREAS,1,as owner of said Parcel 6 have agreed with the Town of Barnstable Board of Health to the following conditions related only to the art studio/storage structure to be constructed at the north east corner of Parcel 6(see"Proposed Site Plan"prepared by JC Engineering,Inc.,dated September 3,2009 and revised November 17,.2009 on record with the town of Barnstable's Conservation Commission under DEP File No. SE3-4842;also see Order of Conditions recorded in the Barnstable County Registry of Deeds in Document ##1,125,634). The conditions are as follows: 1.) The structure shall not be used as a bedroom. 2.) Art equipment cleanup shall not be conducted inside the structure's bathroom facility. 3.). The structure shall only have a-mechanical closet for HVAC and an electrical closet. 4_) The structure shall not have an inside shower. These restrictions are intended for the proposed art studio/storage structure only and shall not be imposed on any other structure located on the parcel•,aiid WHEREAS,the Town of Barnstable Board of Health as a condition to granting a disposal works construction permit-is'requiring-that the'agreement to restrict the art studio!storage structure be put on record with the Barnstable County Registry of Deeds by recording this document; NOW,THEREFORE,I do hereby place the above-mentioned restrictions on the above referenced parcel in accordance with the Town of BamstableBoard of Health. All restrictions shall run with the1and and-be binding upon all successors in title: I agree that this shall be a permanent deed restriction affecting the above-referenced Parcel 6 also known as 55 Wianno Head Road,Osterville,Barnstable County,Massachusetts as described in Land Court Certificate No.129131 (Lot 219 in Land Court Plan No.2664-109)recorded in the Barnstable County Registry of Deeds. These restrictions may be released by the Town of Barnstable's Board of Health should regulations change or,sewer o"tpp av_a,.lable. For my title see Deed recorded in the Barnstable County Registry of Deeds in Land Court Certificate No. 129131. ` Executed as a scaled instrument this I th day of �Y ,2010 e "l. Jill P.R State-of CCU 'SS. d 01 �r Date: MCWCII -2010 O S day ofY 201:0,before me,the undersigned notary public,then rsonally appea before me _C7 R t . ProviTiq—ffin?p-u—&satisfactory evidence of identification,which was ISOVv �YV 1-- i� 7 to be the person(s)whose na is signed on the preceding or attached document,and acknowledged to me that they signed it voluntarily for its.stated purpose. ,.Notary Public My Commission Expires: 'My Comm Ex Jan 7 3 1 M. S� *yOTAAY . My Comm. Exp. Jan. 7.2C r y PUEUC,•'oft` 9�,�q ...... N�y•1{� AA - �;; Imo✓ ' r' �� Fee No. v / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Migpo.5al 6potem Cow6truction Permit Application for a Permit to Construct e)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.j 7-4)/q,v Ad p Et--Ab 4 Owner's Name,Address and Tel.No. 05T dieCE ��<ti- vA ;r764- &0,41- Assessor's Map/Parcel moo' ���� �� Stevie-eV� 2� �440j, 4f SI/mac u�R A40,* 9/ 4"-7T o )UA-- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. R .T 3�/G.4G�Quq �dAl67�otL°T�mR/ !>ti, ekf, 41,ee-5CW FFS6'00 fAZ0 sa 8 n3 3 fz`8 � "3 07 a0p z Type of Building: Dwelling No.of Bedrooms _ Lot Size /.;Z 10- s1-1. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow 3 V 3 gallons. Plan Date P Z/o/ eez/b ///G DLNumber of sheets / Revision Date / /61 4 z Title QSc��cSit.2�sQ t+E tJAGE �KK�yoB e � iG,•j Size of Septic Tank ioOd 0!44 Type of S.A.S. \G2`>.S Description of Soil _-,� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the&ystern in operation until a Certifi- cate of Compliance has been i this B th." Signed Date Application Approved by Q . Date Application Disapproved for the following reasons Permit No. �c� - Date Issued c/ -- , No. •, ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Zlpprication for Mi.5pozat *pztem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. 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 at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS ligpo!5ar *p!6tem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by l No. / — 1tQ� 06 Fee �(J)' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 2pplication for Mioozar *proem con,5truction Permit Application for a Permit to Construct e Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.d3'W/&&f A j c7 AN971b ie� Owner's Name,Address and Tel.No. Assessor's Map/Parcel C�0'12,Wee-„V 400 Sr'Wa'0' --0), oz/o ievi A. f- re__u1.4 A4.1-A 9/ c.r?r6 crSr ifcc UAOL Oz<-ff Jr" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1°or .3 ' 8�4rOP.�ST��A�G IW,4 06G ,4: !.1<c So.(� FFSs'eC� fdCC' s'd 3 ✓ YY S ir s`r�� s t3��ro� Z � Type of Building: Dwelling No.of Bedrooms _ Lot Size A;,C 14C qq-fi-. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 530 gallons per day. Calculated daily flow 3 y3 gallons. Plan Date .Number of sheets_ / Revision Date Title $,c46 t.2Gi?0 E V qGE C �3/Cy Size of Septic Tank_ /qed ca-G Type of S.A.S. Description of Soil cc P ey Nature of Repairs or Alterations(Answer when applicable) Date last inspected- Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the em in operation until a Certifi- cate of Compliance has been i this B th, Signed Date 19 Application Approved by �. . Date Application Disapproved for the following reasons Permit No. Date Issued C� ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(,)Repaired ( )Upgraded( ) Abandoned( )by W e4jot--Af -F _72-c.c. A?,&z pf at A)s,-t-ar 92 ot;7Z-:�er c.Gz has been constructel in a cordance with the provisions of Title 5 and the for Disposal System Construction Permit No - dated Installer Designer The issuance of this perrr4t sh ll not be construed as a guarantee that the syste will function as designed. Date lJ ,z4 �7 Inspector - IV e a Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE., MASSACHUSETTS 'i9po5al *pgtem (fon,5truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this pernit. Date: Approved by vise.. TOWN F BARNS LE Wio LOCATION d -:.SEWAGE #2-002 VILLAGE Y-S� AS SSOR'S MAP & IQT �) 9 INSTALLER'S N ��&PHONE N0 V SE '2 C�CrrY �J C� V. Q � !3n JA - 0 LEACHINFACILITY: (type) e �:r �Vt'I1L�� iae) FJX a, 01 NO. OF BEDROOMS 13 !' BUILDER OR OWNER PERMIT DATE: 1—� COMPLIANCE DATE: [I —26`�� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � � I 3 2 I5 2 32 c A" 1 . I . f LOCA ION SEWAGE PERMIT NO00 ILLAGE I N S T A LLER'S NAME i ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED ;�-a_(o ,Aq DAT E COMPLIANCE ISSUED 0 f J r A i_ Y. J`i✓JJKJ�r. ._ S®IL �ALIIAT OR&PERCOLAT'ION TEST'FORMS Page 1 of 4 Town ®f Barnstable 4 a►aroereaM Department of llealth,Safety,and Environmental Services ¢ . Public Health Division 367 Main Street,Hyannis MA 02601 Omee: sossas FAX 508-7754W Soil Sui h l� A ssess.�zi n for Sews e DIs �ostl 06 Date: N0. �¢ mate: Performed BY: r✓� 1�-- � Gf� Witnessed By: O�ancr's Name t.at8tion Address Address,and Lott: _ 7elephorre 6 ,• . Assessor's Map/Parcel: NEW CONSTRUCTION REPAIR , Published Soil Survey Available: No Yes 00o Soil map unit ed A Year Pubfished r 91� 0 Publication Scale 1;z s Drainage Class r-, � Soil Limitations v Surficial Geological Report Available: No Yes ✓ Year Published / �S� Publication Scale vca�u bc�vs�rs Geologic Material(Map Unit) „+ — n4rest4 PC— �' Landfotm ouzra�SH Flood Insurance Rate Map; Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Wetland Area: National Wetland Inventory Map(map unit) A,R Wetlands Conservancy Program Map(map unit) Npt Current Water Resource Conditions(USGS): Month Range: Above Normal �e Normal Below Normal s�+c sr re s Other References Reviewed: 6w ruorvro DE APPROVED FORM- 12/07/95 _f TOTAL P.O2 Site Suitability Assessment for On-site Sewage Disposal Performed By: Lwj,ov- Deep Hole Number 1 Date: (Z'4)'' Time: 1':?>® Weather Location (identify on site plan) st- _ FL.4.0 Office Reviews Published Soil Survey Available: No Yes Year Published 09 3 Publication Scale P g-"We Sol Map Unit Drainage Class Soil Limitations boo e F�crr-- Surficial Geologic Report Available: No Yes Year Published 1 Publication Scale b ZtKMO Geologic Material (Map Unit) r�RsHPEc Per, pcpaii(� — qn< Landform o�Tki�9 rr Pc.9 Current Water Resource Conditions (USGS): Month tia.11 �yy� 4 Range: Above Normal X Normal Below Normal g Other References Reviewed: a rote � On-Site Re vie w bo Land Use Ip (A-L— Slope t96) 3—t)JO Surface.Stcnes _ k)cA)r bl)zb• -"zjc> Vegetation 1 tag. IIJE- lg1Jl � m 6 Z— "L e% DEEP OBSERVATION HOLE LOG ,4 Oeoth from Surface Soil Horizon Soil 7szture SCSI Color ' SoiI MottlmC Other n (Inehes) (USOA) (Munsslll (Structure. Stanss. boulders. Consistenev, %Gravell �t< _ Z 2 " - 311I }3 � o tr _ tI A) - 1�o i rJ•. T(f Parent Material (geolo ) Notes: �e(v �rl�rv► `tit t m, (Continued on Back) SITE SU17Ag1CI7Y v 1 . Is there 4 feet of naturally occurring pervious soil? No Yes At what depth? Top :�_'1 Bottom _ -- 2. Is there a restrictive layer(s) present? No ✓ ' Yes At what depth(s)? Top Bottom 3. At what depth should the perc test be performed? 4. Was bedrock observed? No 1/ Yes At what d pth? 5. Was ground water observed standing in the hole? No Yes At what depth? Weeping from the pit face? No depth? ✓ Yes At what -- 6. Was soil mottling observed within the Deep Observation Hole? No Yes At what depth? , 7. Estimated depth to seasonal high ground water using soil mottling n9 using USGS Frirnpter Methodology . 8. Is the site suitable for on-site sewage disposal? Yes No Comments: w o►,9bi yL� ��ttn�-ems A( 5�45BN Rc� V2�Ct cZ"t4`f70� l�lrZc�GU� 0 ' ` 1 1t Yannayne.AL e C 5 3 /oh- 9� �_ TF" '* s. io\ .-i: !! rl i� ��►'�' k0 �` ,/ {::�urn 4, ` ,�� Ii ` �d"^>" >I I r qLy al'� 'a 4r'f0.�7"`� •_ '� pow pa p. J -_:; •1I � Pa /' ..ems , •. ©COPYRiGFiT ��: BL77T'EAWBRTH :..or c.a.•�;,I� � •• � 10 JP .�.....a-.LS r.,gt�6u;tocn I •o �r.¢� *- f b • I 4,L F aTy � T•� Pre ► V' A ti D Eel 8 z x MoRTH a 8 s ► tip d iWW'"' a 1fWe 4 f �Yr p i �y ry ' 1 116M - r CUB OIL 1 L 's`n r is . �rri£ P1 f`/ 0 4"t161 �' � 199� iFd P I; I „WEST PT WIN7N0 ONIT Na4� t^9 O'Ll y p` At o �� z' 60 y J m �.•A 4D I-. ,�• e DEN 1 1+" BAY `spa a t 4 7D LOOP BGK+r - - C. Oro l aM 01 A tmksiore 13 Wianno Ave Oatervil1c, MA 02655 "f ' ��os; s-9393 COTUIT REAL MESS y a4r I / '? 1 n Main RtrPPt 6 School'Street TOTAL P.02 1•4,� 0 - 5403022 P.04 M„ C,BC.a09 y 77Vm 27•4 32. 8 rrrr///i/r 11 r/rr/r •//. FEN Q \ m b 4,r/rrrrr/rrrr ��'1 \^ q p r^ rr� ///., rrrr/r//rrrr ,•• i � ` 1, O � Ks cb 14 �r,�1rr/////rr////////rrrr iT O Q •� O� r{rr///rrr/i •r/rrr Ai''"..-' �t� ` \t Cp r/rrrr/r/ � rrrr/rrrrrrrrrr/r 11 O � \ ' � 3� /rrr/.��� rrrrirr y o .-�` 1 -• � � _ ./ •//r/r/r. . rq./rr/r/- B� � •r{r/..rrrrrrrrrr/r.o -; w rrrrr/rrr/rrr/rrr/,`� S �'• �� , �/ �'/rr///r///rrr/// ` ,\` ,j /r--• -�\ .7• .rrrrrrrrrr/rrr/r .��`� ,�s7�. � •//rrrrr///r/rrr 1cD ..(� 1 .��� � Uerr/rrr/rrrrr/r � , Q �y � \ • ` O .--, -••/rrrr//rrrrr.®.� _�• , � rr,j8•� rrrrrrr....///r, , .rrrrr . rrr -p,' a rr/rr,3 � 2• _ ,� cp TOTAL P.04 r � , r . � � F,7 T � owe, QL 7 '. 17 � I r I � Yn r cj dam. - - I plc ► `� w 1 -m WmH oon wcswarsm WmN F]0liMY •—.—_—.—• t � Dili b FRONT ELEVATION awnaciort m voaT wi.�ao�iauw aawm rwa m amsa wioo�s i � �oeFlr mae�aF rwr naaRa ar on�aa .� Tn m eta omr. 1 1 I 1 I 1 ia°f'ai�10 AM U m Z W Lj (�11 o !r REAR ELEVATION ('0I ono COMMUM 10 Maly Won � ' t FT0.TtT. FCOIINp AIWFlm1 - L_J I r------- -- ----- i 5 8 I ' �>.IIlop>r I IGARAGE .w I crmr°raAcl®:Iwo �" �� I 1 P n wu;E WN .ate r A� tl� d: I , • -� -------------------------•--J Ii A I 1 1 ca 1 I 1 oo� i-1C �+n nos rn MA CM Rm= I I —____-- —_ I r 1 I r"', TYPICAL NOTES: I 11 1L Z ,�d mp I I r im■r-ur 1 I ,ir oA care 9vionee� r I I 1 I I ! j a,IIII rla tTr. I �----------- --__-- _J I aatrtrino�owC -- - - - - - -- I �actllW ' I I wT a - -- -- ---- ! 1 ---------- -------- ma POUIED�V @ F'1C BASEMENT NOTES. we. A4� N +� TFRIM at - wwur •N MY FOUNDATION PLAN a swim RamaIVlJWW W.MAW&pllnnoa o , •aArr aw m lE r rawa air aArAc® 1/4•-1'-O" art am A{Oq.YLa AA.mr co F W L AN > .. L VK JMjZApgk&gM VNT ALL IalOATaI%,"a WI Z O 7.110IIIIII�O flpp.,p/LA,!!AT IIW a'�now IV. C) - L IM!O{C=ft a FM U=Wd a:ALL lIMI PAAL Ql{,yn IL M N O o Q WINDOW SCHEDULE O NO MANUFACTURER TYPE R.O. REMARKS I ANDfiRSEN 2452 8 ANDERSEN 2446 r—GE'x4=91' a ANDERSEN 2442 r—BE-x4'-5r S s ANDERSEN 2042 r-2E'x4'-51' e ANDERSEN 24310 27-8E'x4'-11' i ANDERSEN 2432 2'-6E'x3'-91' f ANDERSEN A21 2'-00'xr-00' 8 ANDERSEN CUSTOM 8'-0'xr-8' FLE7ffTiAME NOTE ALL WINDOWS TO HAVE 1 x5 CASING 1 2 W/CRIURS & INSECT SCREENS 0 E WIN 0 I GARAGE r ! v] . I0 WL i i m 3 post A i r-y 11 j - pQ j I v AiIDG. DE i LIVING ROOM j � 98TH t I � °F"" i s t 1 1 1 1 or w�ittSi 1 1 I i ;Asm CaAmax TV. d LLL Z olz O w :> 0 N o cr FIRST FLOOR PLAN t o � _� lop�5 - o cta o I �r uff sur J co mawv mwtMr uc v mur 1 1 =ems ,. A s�iu.°eaw I � P IF oom 1 � p 3EQBOM 06k a © M.BEDROOM 1 I g 1 p - _ ua OF MAY I ne 1 p uE CF MAY i p 1 LM 10 �8T I 1 - ------------- -- 1 I 1 ---- ----- - ----- ----- 34 -- ---- I • Z In## SECOND FLOOR PLAN �s o i t n a w o Q c _ r A r 3i; .1 ),�=J .yrh •' 1 r u'y:. 'a, I Lhere[bym*that the lot comers,dimensions,and setbacks to the ; �/. proposed sbuch a as shown on this plan are correct and are .- - y tgc on a field instrument survey. Conformance to the Town Of RC ` Bylaws shall be determined b fficer.REST ,Ey�sUn9 Barnstable y Zoning O / EoGE OF EN�►Tt-Efly Way 1n r oX� SEE P 75 EaEU�11071 <' OETA Akan •,UA , ' a: / , / l��PI,OsteN�llel Maw ;+ .. �b �� �r�srt 7=' ♦ ••r y1 OF MAP 91 MAgsgCy r t s • PARCEL 7 ��� Fr rAr s ks frr, t JOHNON JOHH LL JR, z r 4 ,, s\�k rt �p CHURL `: ;'rr� �e} < x, ` k �ny ��? s�? ;` `„r• i, O r,I,4 t:e h r:M1xw �r fi•i.. r''f' 4 Y S 7 u L NO.40068fi� 4/007 . }. ., � :, .r' • Gl t� '''YaA^ $%� `f a^jh.�yr`$ ,a.}ry�rf45' y'}..t5.+. s{+r EXIST. O el ;a!• "' ,�S s#. 3 lf, h.'N.af •rZ ,,, �/ 4 1 SHED a`'.;'? �en { ' S'•p;� ti�.xt'cyfR rr �'}�ry�*3�Fr�°r's {,•t ,a. sF �J av 6� SHEDI'1 3 y.H r 7'a..n. �>:�f f. r I,�� : •/+cY rr •r"F f""-lyq.dlktig tfit �('C,f'" ���"� .• Ow DH(fnd) / / PROPOSED BARNES (MODEL SE51)0.50HP SEWER EJECTOR ,•:, ,. w < �r,. •., ;. : • JR., .E•;�P.L.S. �:. DATE / k� �.!, •� • / Pl MP SYSTEM TO BE LOCATED JO L.CHU CHILL. '� / J � ��'�'• �• �•• INSIDE PROPOSED STRUCTURE U.S.G.S: LOCUS MAP • �, SCALE: -20W JT MAP 91 0r, d PARCEL 6 O ' \ 65,691 S.F.t �� � ' 3's �. opA11 1 '0, to.11V of ��2� •�•• �"�', - •- MAP 91 " � � •s' � •• PARCEL 13 LIMIT OF OF % � <` N c� 6� PROP.WORK ,� PROPOSED 2 0SEWER Q o 240. �.• FORCEMAIN TO DISCHARGE / aa� �••—• ' ' + INTO EXISTING 1,500 GALLON 0• EEPTiC TANK ?�0• MAP 91 ' sx G IST. GENERATOR PARCEL 05-02 �. 8 GAS METER STRUCTURE DIMENSIONS. -SC ALE: 1 20 - CP -.. u::c. .. ...,...... f- .::,.w. .t,.i ._:'., . e• ...,.e 4 ..:::... F.?'r_::: , ... .. .ir i. a4x,Yk5�F3h- r V -:v ... _.. I � � ♦ � fir.;' ,r 4�k} k,�,''1 r., r, I # s� PROPQ$ tED., EXISTING Q TE PLAN ' � DWELLING � ♦ ti/ti� `,(s _ T.O.F.=17.Tt F.F.E.=18.91t FLOOD ZONE LINES , AT OWNER OWNER OF RECORD: DELINEATED PER { +.`L / ♦ FEMA MAP(TYP) � JILL P. ROWE / / � PO BOX 621259 � \ �� 55 WIANNO HEAD ROAD CINCINNATI, OH 45262-1259 `: o� ° OSTERVILLE MA FEMA FLOOD ZONE: ,. :- 6 All(EL.11), B $ C Xi1fC.SDs PREPARED FOR. AS SHOWN ON COMMUNITY PANEL: o� i •• ' ; N/ #250001 0018 D Iq JILL P., ROWE ASSESSOR'S MAP STRUCTURE PARCEL: EXISTING ;:STONE PO BOX, 62 259 r``. 1 MAP 91 PARCEL 6 / DRIVE,. o a ; EXIST. 1,500 GAL. •� :� 20 SE CINNATI, OH 45262 N- PTIC TANK DEED REFERENCE: 00000, PI LAND COURT CERTIFICATE 129131 T! e rx ' 20 ../ N 3 r O k P REPARED B Y: . i PLAN REFERENCE. < 1 :.�:. ' JP JC ENGINEERING, 1NC: LAND COURT PLAN 2664- 08 9� 0 Q� �, 2854 CRANBERRY HIGHWAY 1.01 ZONING DISTRICT: RF-1 4P EA T,WAREHAM MA 02538 S 4 ' DAT MINIMUM SETBACKS PROVIDED SETBACKS � �� / FRONT = 30' FRONT = 216.r .=22"69' SCALE: 1" = 30' E: SEPTEMBER 3, 2009 SIDE = 15' SIDE =`16.3' .�v.D.1, REV.1 : NOVEMBER 17, 2009 REAR = 15' REAR 50.0' JOB#1572 IJ I ' , - - .I ___ - - I _____ _____ --- ___- . � � - _ __ � _ ______ I--------- -1 __--_11_____._ 1______.__ 11___1_ I I 11 11___-_-_-._- __1____._,___ , _ '' "._ _____ _ , - . __. I . 11 I 'i , - ;� _______- - I ,�t , -_- . ,, , I I .'I, , � I -;i, I I I I � � , . T I . I I I I '4t' ,�-;�i,,,,,,� , ,-, . 1� . I . I - _. .__ -, , . I I I � I I ,l 1, 111, , : � . �,� " 1_,i,,,,--1,�, ,,, , , ,I I I I I I I I I I � � ,I I I I. I � � : :';1�i, " .:I � I � I I�,- �, ", . I I I I I � 1.�; I . I i . I I � , �. V. I � ,; I � I _.t , , .,�",,,�� 1��,, ,,. 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' 'I I &�n I I 1____" 1� ,;;.;�,�" ,. �11 ,�,L�1_1�a-- .!"F. r I I I : -, � . � _',Vll;.-�,�'_`� - . r �,'� I , , , _', ., � -,.'"i I r q �, �, I r, on a field Wi&unwd survey. Confoffnance to ft Tom of r �. �. 644 t,X,, - I, !"..: - , �!'�jr.sl I . w 1'.1w.1 7.%_._,�"%�1'11� r ; � r r 1- I_----- cog.re Wep, Z- - � :", _A r5l, 1, �, r I , .1- -:��, -I- "A"I'Lk"'.1 4� ..",I--- �`--, � I . WIG 7 I- 11 Barnslable ftLa"*"be ftlemined by ZonkV Offim. I r . "', .,. ---,-,--, I&i I I _ I -F . 11 � � - I � 11 r �,.�.". .IrK�11'S;, r,.,,i ---I...". V 1 ,. � � I �� I �'." l. I et-0 it ,v2,y V% I 1, � r I �. . - � r I 1. , I �,'��":k"`!� " I . 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ZGr ,> N 1 .p.a_III-,�:'1_"tI�I�-11,a;.�,�I..,I.I��I,I,!1-I11.,�I,.I..!o�;IV II"_ 1 - ... -I.�I,-/I��.I,I Ir I.,1.I�,2.1,.�_1I.0�.I'��;'-�...,�.': Ff I W RA I�,.-_�1.�;.I.a��I�I.I,-1 I.-.1 I1 II1��:,":�-��;,1�,I1�,l,I RO GW, T S G DE G � ry --�I,�1�,_�11.1�.I 1I II I',I-,--�:,II1 I_I 1 �. , NCRETE 5�100 s M .-_._1.-'I,,�SI�I�1�,-I,I�_� ,1-g-",I-.�%�II.I.I�1�.,�.:�1"II-i��1.,-_,I,_II�,�1,,.,,0�I�,,a��I�':1 TEST PIT ,� n ti f - 1:1 A A STRENGTH 0 2g DAYS I,:_��,I 1�.1 II r,.1,,Iuf1�'-,I_:1L1.I1 I:,1.;-I��.,_1,�1 �.._I,.1L I I..�'1�,11,.�.1 11�,.1I.,���,l��., i�_,,,�,I r - A Y a t'-o7 s" sr -�--�.-• .. . . . . . . .... .. 11/27/01 ,.ELe°�ATIw C`1ItS. 1�o���.,�I�.�',I11�:._,!,�.,1-I GW. EL. I.��I�-,I 0i,,�a.1I-II.I�1d I��.�I-I,-;I"I1-,'L.I,I�.,.I"._I"1'1-1,,_1R-,..I1l.'II-���-1r'!"1.'-�1 I :,'I,�_�_I�I ,I_j I_I I�'1�,Ir�I I I:I�I..�,�,�I.I1�I 1�.I�-7-.�.II."1 1.,�4 ..,�'I,I'-.11�I'.:,II�1I.1.-I./�.*�-�.I"��.1.,'I'1Q .:i,,.I,1 1,&,�.1.-�I Ii,;,1-_,.I:"..I��":1,�I.�,9A,�1I,I I)7.t..,�-1:4-.I�-'.�,II- -�'�..,,,,I�,-1LIa�_���1-�I�I�-',I�1�L.�I,�.I_I��1p.".,� ,,II."1,21:'II:.-''0�1-I�'�I�-��,��-_1,�:�I,,_I-l�-�I�-�14�/I,�I I-��"1�1,;I-�-I�;.',�"Ii�� :II�,"'tI61 7,I,�.,l,1 4I.,I,-I� �1,,1'�,�I!::I1I�.,1�:�,I o-.'1,�.."_-,% ,II,..F11.-I II�.�1�1"_I�1 I--I I�%I,��-..,I1 l,�n�I:,1'�"'I��e 1I1I�,,I_I.I. .-%I I�.,,.;,I,.11 1!1,-1.�.�.1L.I�I I�.,-�1.����..:I���:L�-'M ft 1",'.�:�I,.�I1jI�-,1.'I,�A,11 I.."�.,�II,�I.,"1 I.�.,I 1,'�,",,�'.:1����I 1�-:-�,.I�11.�I,����11,1�1L1_I',l' :I,1IIrr.I 1',_I-�II�1I�,�,.�"L:-,,',1�.1,�-. I-:'�I 1I',-1III11 I-_,,��''I1 :�.�,_,:I�.IW1%',.-_.-�'1 I�,- ±2.3 OBS WELL) TEST BY, JACK LANDERS C LLE �' �,N e• -AV �., s OEM ._-I;L:.1 MI-"1,�II�.�_,;�� - - �_ cv 2. STEEL REINFORCEMENT . . ., , , , ., . . . ,'.»,',`:', • 0$ 1� 0 G SEPTIC .. io o / ,/ -�:''I / �----- � covER fi i- , .., Z,''II.-I1I:I"-.,.-I �I I-'.L'.I q A - -. - - Y H.D B ARR B O 5 Y _ ASTFA Si5 GRADE 60 12 2 WITH SSED B , , . . . . . . . . . . . . .. . . . . . , , . . , . , , . , A D • TT G Ems.MO L Di, _. '- e M � � 2> 02 �QN�1�11�?N f���+'; "� (� f ,. 1 0 �: 1 lY. ! J rt . .. . . : . . . . . . . . ,, , . . . . . . .. .. .. . 4 i ANh OVER _ I c- 2. D A, M OLE C - - PA, ..... . . . %_ SUF.FA.CE SOIL SOIL SOIL SO,L ;,• s r P Q� A 3. COVER TO STEEL 1 N. n a� A L FILTE - - :, T R �',.^^� , Z H E� TT INt� O H _r? M 0 I. RI N -TE TU O 0 L P O Zfl D ., E ___ _ _ , r' �� I�,I,.�_I''�:),,'I I-r*1'�.��1 I.�:"e_I,1..Ir�I"__.�-�.�,, 1 I-,I,,1I1 ,.II..,"�%,1-1,1,,.,-.,.�I ,.L'��-I.I I 1II,.-,, ,,:'�I,,.,I,..r��,,1',I� ,_II.,�kI. II.;-",1i..I I,!�. 1 I.I1II II.� II I I�I 11'�"��,- 1. LII I�l1 �� , ,, ,. OUTLET TEE W' XTE�SION fE „ 0 • DENSE GRADED I ,� :I .I . . : ... .. .. ... . . . . " '" R' t N A NQi'a - - o is INLET _ . 1n m 1U� i . . . . . . .. . . ... .. . . . 402-?.� F{LL VA, IA13L_ / a , F'LA�1 1/I�V10 , , �/ STONE TEE UOUID DEPTW re- , �. {,��� . , . � 4 1-7 T MN. 3 TO 2TONE , . . . , , , , . , . . . . . ,. - . , .. • ;: ;;: I ;, 6 " " HIGHLY NIFORM - r T .. K T IA. KNO T ,:.. :,:.:., ..•.::. .• :.:„.:.•.: 5 DIA. KNOC KO 5 D .,KOU 7 - 1 B SAND 10YE2 5 NONE :.:.•:•:.,. ..::..,•...:.......... .... 3 l AID GRAVELS ::•.:, •::.. , ,.. . . . . , ,,.. 1 S CS & TYP TYP _ o t ) ) a c P I TAivK OTT M ON LEVEL STABLE BAS .r I__. 1 RECA..T CONCRETE S,., T C s O ,. Ea 7a / - „..- Ni RM a Hi H Y U ! : _ ,GL a ., „ p 1 REINFOr'CED 1NiTN STEEL '_yrc- '`"' a I"' i 3, 10B C SAND 2,5 f 6/3 O E AN S GRAVELS ' I I CROSS .SECTION VIEW 1 _/ PLAN VIEW r � . A TIR N _ T o 0 TOM N TAN TLE TES 0 BE C , , , . . . . . , . , . ., . . �.. BO TO 3 t LE D OU ? E -F -�- - WCUS TS L NO E _ H DU E 40 PVC. -'�- -{- - 1 3 V. S THAN 15 MIN. TYPE I SOILS T 1. OR SCE L Q P_RC � .,0 DOWN. PRCSOA LETS 1) SEPTIC TANK TO WIT!iS�AND H-tl 0 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. ,. grt •' ' �• • ' , • • • ' '' • � ' • ' � \ • • UNLESS UNDER PAVEM NT, DRIVES, OR TRAVELED g 7 1 j2' V . , ,, r, - r APPLY. �--,� . ., • . . .. .. . , . .. . -. WILL WA WHERE BY fi 2C LOADING HALL L 'PERK RATE. .�.. ..I. . . .:. .:. . . ., . ... , �' I',I I I'1I*3��,-.,��,,-'1 1,�--I.m.._�,1IL,"�'I,1��':-I,I1,���1',�I�I1.�;,�-I,.,I�f,1 i I I:--,-;�,I I 1�,,,�1�,,"�,i�i,- WATER OBSERVED C1s , : ..: . . . . . . . . . . L. a 2) ALL PIPE CONNECTIO'•IS AND CONCRETE CON- NO. OF GALLONS: 15UQ 4-.-] I-- � L2 . , • .. . , (NONE OBSERVED) 2 MIN. INCH STRUCTiON TO BE 1NATERTIGHT. C�iTI�I A A COTIO . , S . . . , . , ,. .. , . 2ad02 I� t N � X DETAIL T� �T �� . . . ,: , . ve I _� DB-s W/ BAFFLE • •....'.'.'. . ssrav,ew A T AE NOT TO SC L NOT TQ SCALE - ,. 1. PROPERTY LINES ,�IiOW#�! HEREON WE COMPILED �'RII :, . . IN LET & OUTLET COVERS TO BE BROUGHT TO q LAND COURT PLAN 2664 AND DO NOT REPRESENT ADD FINISH GRADE 2. MINIMUM FINISHED GRADE OVER LEACHING AREA ACTIJaI. SURVEY OIL TIE GROtJNO. 19.5 'MTHIN 6" OF FINISH GRADE L=22 5=.02 � - b . c ��. - _ ;;; PVC JCH. 40 ,.: ., ,,,. .. , . : FIRST TWO FtLT TJ 2, ELEVATI IS ARE BASED ON N.G.V.D• (TYP.) L=5 s=:03 : ..,., :• /� S=0.01 / BE LAID LEVEL ,.,,, "' ;, NOT ,a SCAtlL . i7.72. 3. LOCATIONS OF UTILITIES •IOW HEREON ARE •% 17.67 { ; ` 7.42 AI�PRO�CIMATI: CDPdLY AND ARE TO BE VEIIF€ED IN THE 1�.1% 150o GAL. Assessors Parcel 6 :;•:. • -- ' P FIEI1?. SEPTIC TANK "' 17.83 - 15.00 ;,::;, LEACHING GALLEYS a .. n / i NpFt�b 9 ,_ � , . , �a 1 "' a -:, . G.W. *OVERLAY DISTRICT L 1 ALM S A-' c, FOUNDATION P , : . _, , . e. c Nl1MBER QF IEDROOMS I ACMES• ff b r 5. LOT AREA 1.5� L �° PRO D - l .. TO BE INSTALLED ON A IIeS�C _ GARBAGE DISPOSAL` : A 1�. <s , • ,. ' 1 NONE LLOV\rED , LEVEL & STABLE BASE. ,R 1 A �dts, 12 ` . A TIC SYSTEM CC?rlt� IENTS ARE LANDAD NOT Tt SCALE �-� �i��/ Lvu sEPT:c rANI� VQLUM REc� ED .50� G LLQ A LL Si'PTIC:TANK V�}LUME hROVIDED 1t500:'GALLUN: ; , ululT AS kIAI�PEDY 1 .E. ,.A. t� . ��, ; YP6. .�} a , 6 t - �(/ A �II1I 1�I�.�".:1�I 1 1.-I.I.,I:.�iI.���.I 1,'fo I-,�c;I.7 I I1 I& I 1�.I-1 III,I 1.�',1,1,�,�I'1�I�1Ir1�-III�1.�:%I.b I�1I:,I,,m�:,I V1J,1-I,-I,.1,I"1�.��L L.-II-�4II,I_�II"1,.1..�-.�,.,1%a.6H.-.,,1P..�.�I.11 I-I�I,,�1I I�0.1.1-II �4�N I.�I.,1.�I�,�.I1�..,I1:..I,I,.II-I I.II':i�,%I-IL.,',4,�I,�,I1I rI�1��'O.-,�I11I�-���I��I%II_I-.�I�&.I p_�''1I�: 7. B.V.W. VEGETATED � ND) T THIS SITE I i I t : ( t � "I-,�;LI)u.�_I.I��I,,a,.,�,,,111 II �-L,II'S1�.i1�-I�11,,1 I I"-,.,���I,�.-,,1.I1,I I I,1.I_,.-,I1:,,I.I I:,I�1�II1,1 III.�� I�1,�,II�-1 I;`�II'I.I 1�1I�:,1�1I1.u"I 1�-1.,,I W I.����I..�_�I-II,-,I",1,1.I, 1,�I'1I1.1�Il I.I.:� :�,:�,I�.,I,�A.1L 1�:,II,I"�1-'1..-1J,A..�--�I.��'m��I�I,I,1-I�,I_-'.-,��I1��;W.I e"�,,I1 1Fz,t,-I_Lt�1)�,I"�:--,I-:�,�I�..1I1-�,'�IIt�.II r�-I. L,-,-1.,-�:I':,�e�,,.1,I�I I�:A1.'I�I,_�.1_,�.�'I-� \ i 296.4 f , _i r 8. NO COASTAL BANK AT THIS SITE. --, I S 22.3530 E ALLOWABLE LIAACr16NV RATE / % -� ti r , BOTTOM: .74 GAL/S,F./DAY _+ Utilities , Pro eCt ''Titi , P C SYSTEM CCr1�4PC1<+IEIa1TS F'ROI�QSED F 2C __ -� 1 �••� ,`: .< ,. ... ALL SE Ti Shed ' R R �, SfD_ .SSE .74 GAL,,/S.• /DAY .; DWARD OF M.H.W. - t IN'STAa.LA 'IL1R; CIE TIIAPI zoo LAN sYsr�l� q�p��q�♦ /��� }p/i l /��/p� �q i ` rransfOrmer 4 �q� L �,AiNaN Y VAT�.d1� YidiTi I.JMl 19 N 11 -._-___1..__--_-_ Q _ � -� 1 W'..Ba I �e LANDWARD OF AL A t- \ -•-_ y,q� ti e II , 1 I Pad t t IJNDEI I�GL '131 dt T{) V ORDINANCE 27. 1 : _. JJRISDiCTION / I Ora :': 1 , i / n t BOTTOM PLAN VIEW'', F« 3 44 - F • \ I I f i Ion is t * T L_ ___________J t 2 ET. x [(44.Sx2)+(6.B3x2)J = 204 a,F, ._- woods -1 � SIDE: t v, - t II I II N I , _ I 1 1 , / TOTAL LEACHING AREA 507 S,F. I r,� WITHIN AREA SHOWN, ALL UNSUITABLE MATERIAL (A & 'B I ora9e �, g Fence t i IIIIII III �II 1.7 HORIZONS TO BE REMOVED AND REPLACED WITH SOIL .t EL• / Propdne�t \ .: NG F C E:AN GRANULAR SAND FREE FROM ORGANIC 1 � I F. \ k CONS STI � 0 L . . MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS rn i �, ran /� AREA RE4 OF DIFFERENT CLASSES OF SOIL SMALL NOT 8E USED. THE FILL I / // s / it , \ {{ / / L� " �' \ 330 GAL/DAY . 0.74 GAL S.F./OAY - `4"4.6 S.F. N NCHES. A 1 ` . SHALL_ NOT CONTAIN ANY MATERIAL LARGER THA 2 I \ SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED I / / / ,;' 'I / / '/ \� 1 all 09 LEACHING AREA AVA5LABLE > LEACHING AREA REQUIRED (O.K.) P NTAi1VE SAMF�LE OF THE FILL. UP TO 45% 8Y WEIGHT cv �� / // �, 1 me W C}N A RE RESE , / / to S :/ _ , c h / Ve to I ,` SAMPLE MAY BE RETAINED ON TILE 4 SIEVE. J OF THE FILL # �o e 1 ;ck catch 10 i Qrl � r RESERVE AREA 7 X 45 � 315 S.F. II SIEVE ANALYSES ALSO SHAH 13E PERFORMED ON THE FRACTION OF 1 f i3r, J► \ , ne . \ / / Patio Basin c,\ d9e 5{0 I I NA YSES MUST _ I . " . •. R=17.14 Ln\. . E THE 1'1LL'SAMPLE PASSING THE4 S,EV;, SUCH A L I a € a. + = r\\ I AHQF \ , a .-. THAT THIr. MAR IA MEETS E C �I � � � , v. a _ - . DEMONSTRATE � � / a t1 ff55 - ,,,- -_ . \ i I I -. . e . .• . v. . ' • .. a ,. , , r \ rive 1 _ THE FALLOWING SPECIFICATIONS: 7 - .- --a -.' RES_RV I tong a a,.lGa? ,_ +>`�'q s «,J I J L e Sl ' I 1 I-, . _ , . , F T VE THAT MUST c �{,(,, '' M \� f/1 \y1�,4 E FEC rl r C", SIEVE .,IZE PARTICLE SIZE PASS SIEVE �/, / - - 4. Nia Y /I 3 4,75 MM 100: / <`.,.�'',•,< v ' e ' \ iSYSTE�✓/ tan # 4 ., I \ / S \ 0.30 MM 10�a - 100.0 5C2 -- \ 1 / i LI<tyo . ,. o B ross - _ \_. I i00 0.15 MM 0q - 20� \ r a o w k. ., I , e_i. t.INL ESS C;TIIER+ ? �1~ NC'iEl r1LL LCfvSTs tl `TSON „- 6% ( Y W. V .% 9 rt,', 4 .\ t , \r i ,• I &' ( METHODS LIL/� AND MAT ER �' ,. i'la tl # 200 0.075 MM ® J.o e / / . . ,1 . . ,k > ;. \ ,g E.r.sting-., � r I E _`S S LI_ CO FORM TO / :,'• ;�° #9E-684 \ P nts 6 g I TITLE V GF TI?E STATE ENVIRONME€dTAL CODE AND l 6 Ic , , • -,• �,-,'"', \, t � \ TO`^ OF BARNSTABLE RULES AND REGULATIONS. . \ . \ t :.. /. I1 r \ , do -;'. s f , c - �( D-box \ 'r \ ,� , Pa - a \ �\ r / \ >>, _> ..� Manho>e`t \ - 2. GROUT TO LE USED AT ALL POINTS WHERE PIPES , , { _�_� �,,,�, �o,no a e a #k R=1�2D\ \ \ �\ PR t ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ,. ), , \., na ti a / r?, 6 ItdG k \ �> 55 , k \ \ O Ll.EACI�i ORDER TO PROVIDE A WnTERT1Gl-iT •: 1 ��> �, 1 g.95 se gr e \ \ a e SEAL. ;� He-'. ou �" o \ OAt l,Ea (�. xI'., ' - ,-,� �,, III. Ele v ao`�' H Q- 1 Q IROP�?SEDi ' i+�/1• s7OlE. , �� S' 1° R � tt 3• ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE o � .a \ 1 GAS.. �a \ C t Pre ar6d 'or a1 t �o �� �tln N e c� \ �g p ,:r I \ .� ,H r / Cxl- e A a �. TIC TAfIIdK \ , SEALED WITH NEOPRENE'GASKETS OR ASPHALT , . // \ ` S o , > e t �t,�+n, = t CEMENT TO PROVIDE A 1'ATE.RTIGHT SEAL. \ 1 r�,j>>�y��- S // �,�,, a e "�� ` ("a- `- , ;''. , ence t y-7 a I,,.•- _ _- / \ . .� i7 ® e. :,... \' c ,: , a \ a a , r- t 4. PRt_CAST CON„RETE'SEPTIC TALK, DISTRIBUTION \ , t / \ trt ati t3 L� Lr f . i ' a / S � 41 t II Alt \ t - ricl v ,, 10, BOX AhD LEACHING FACILITYTQ WITI7STAN0 H-10 t,o - a / _/ �a-i •�� F'. ~" \ LOADING UI�;LESS UNDER PAVEIENT,:DRIVES OR a g r Li ht C aSS S ' - •� . � TRAVELLED 'JAYS WFtEREIIa H 20 LOADING MALL �: -, / Pas: \ \ \ / / a� APPLY. , , .:: . Crossy Areo / / I s.t 5 P nts � t t , \ ---�P,RO IO§ED 5. ALL PVC PIPES IN THE .SYSTEM SHALL BE / a } ` STONE SCHEDULE 40. \ �, L1a�tssI3 aA a + , ° -- Oi�1 fA t 6. WASHED BRUSHED STONE SHALL FREE'OF ALL , 02630 +.: Q ,., - . . ' I / 1k�y .. \ ,, c a I e CLEAN .� l a ' .. t DIRT DUST AND FINES. !', .. ' l t r 1- +�� PROPO _D v - e \ 5 S / J ,,.//Err ..7.'�•..�.u♦ , .• .. 1 �1 �J \ ,:. Ist.�: . . . ;� \ W c c W- \ , WATER S R C,_ t 7. AT ALL POINTS OF fNTERSECTiON OF .irlfATER LINES -.'fir ' /a ; ' rk <'•d / 1 « .p. ,. --� -^€ J W .-.m { T .,.. :; :,t«.. t•a: ... . .>•„ ;. i.,, ,.+, t.r`.:.... .Y . , R, ` �, W AND SEWER LINES BO.I f PIPES SHALL I3E CON h... , S L.. 1..., ,4..\ . ,. STRUCTED Or GLASS 150 PRESSURE PIPE AND ARE AR� TO = \ .. a1k;v ,;v' \t , 1 I - `S� ragboit n Fire �ranf \ >M e BE PRESSl1RE TESTEp TO ASSURE WATERTIGHTNESS.' A. R.Mon Asp . tes Ind. �. tone '.--;' `� etoln' f / �/ev=2 69 (N.�� NQ.) ''� S - .., t. t _' I.I.I.0I-I x 3 e p,F `` ` c � - _ I \ 8. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE °0 \ woods \ �, �, -- t - 1- (- !I- --I t MANUFACTURED BY ROTONDO OR AN EQUIVALENT 375 0327 1 FAX 7 0 6° \ \� \ _1 I I .. I- .__I.T . I I A 1 t ' MANUFACTURER. I is - ,;� L = - - - - i t €drawing Title ,, F � \ Q . � � woods t t 9: EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING • cry AREA AND BACI FILL WITH MA,TERIA AS 'DESCRI ED , 4 °° Exlst/ng Lachmg Prts . L B �, `� ,°° EST% -a;------•ELT/c E/TIc t l Q (ro Be Abandoned) t ' ON PLAN. c, 100.00 '` i •- N2232'13"w ", 344.Q0'� • 18- - \ \ \ \ \ / 1` 10.HEAVY.EQUIPMENT SMALL NOT BE ALLOWED 70 - , I OPERATE OVER THE LIMITS OF THE .SEWAGE DIS- \ Light POSAL SYSTEMS DURING THE COURSE OF CON- Poste STRUCTION OF THE SYSTEMS. ,, - 6 11. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL , Y T M HA L MA WITH T P R RITTEN SSE S LL B_ GE OU RIO ..ql APPROVAL OF THE ENGINEER AND THE LOCAL ° . r '0 BOARD OF HEALTH. ° - ' 1,0 12.THIS SYSTEM SHALL 6E INSPECTED AS REQUIRED BY V . Tl TLE V. _,� 13.A CERTIFICATE OF COMPLIANCE AS REQUIRED BY TITLE V AND AN AS-BUILT PLAN 1 . OF THE SYSTEM MUST BE OBTAINED BY THE `; CONTRACTOR UPON COMPLETIOPJ OF THE ABOVE WORK. # e 0 14.THIS SYSTEM fS `NOT DESIGNED FOR A GARBAGE . . , DISPOSAL UNIT. 15.ALL UNDERGROUND UTILITIES, SHOWN '�iERE 'EOM- ONING DISTRICT RIF RESIDENCE DISTRICT PILED ACCORDING TO AVAILABLE RECORD PLANS AND ARE APPROXIMATE-ONLY. SEE CHAPTER 370, SIN. FRONT SETBACK 30 ACTS OF 1963, MASSACHUSETTS GENERAL' LAWS. ; II . IEIEEBACIC I WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMMITTED OR INACCURATELY SHOWN, THE•APP,IiN• REAR SETI3A1� 1 ROPRIATE'"PUBLIC Date Oct. i ; 200 ENGINEERING DEPARTMENT SHALL. BE CONTACTED AS Dr 1i g 1. WELL AS DIG SAFE (PH. NUMBER 1-800-322-•4844), Devi n W.L.B. h'lKt3l6JIE Check A,M:W`. , Scale:1"- 20' I.. /- I. II ,I II II II I1 II 0 10 20 30 40 50 FEET 1 0 3 . Last .Rev. Rowe Sptem B.dwg . a �'A , Ilk J IN 14A its�.ac„^.r6x tart ij'�, 0 , �_ To IIJG Rznut 20 + S.Kl`'T t: 40CIAA E 2.s G i t I ! - .. _ .__._..T ` �'4►L�� rl.sou( = I10 �C 5 �t I�jo m1 nrj o' W w i —� o r U�E 2c �1 G7Ir T A S _ _ - X j109 �b`at5t. V 'S /2Toti.3� �- �� _- - -�xKrl�sG Sum r� o••tz.�. , ._ r4- _ _ tr GAF- i �i� pe=ulP�:_1 ki-Wl ,>P &Ac4-4 4-'� ib�fJt�y pir� 4il�r 4 Q-1G5 ScT roM /,`�+'l e_ -78hd �_� r J .� '� b // It•�' ! b. Z ~t�,16.► e f'? Y'1 EU`�iG -t�l7 a"iA 6n f(j�'t�, \k� - �' r �aJ:� ��•�L -' �Q Alt `.`T!`'�-t 1�t(;, ��•y�..1.r:..i•t/ N,1l/G.k.• 'Z 1 i � ,,."'� r• �_-...+.� "''� .,,. / �� � _ .+ �../�ri _ ,f l 1�• 1 �Qom'��' �� s � '" f, F/ f �• �' .� 0�►(�,� ' � V� /Fti.+i►Gi�'�..T li,.R.J !�;�i.i... �i I D!L W C.�� P�'�'�+6..�' "�,'• ,.. �.G- ••f :� -i,�{•cL.�. �.s � i r. 1 C� i7� 1 PUS"CA CS �T�'.'w+�.... -.� r-._. -: �-���,,r�• `��1"-s -f'A k•i� r(7r,�4'aj i=t ATLY -rF, PQl3��=Y '� C'dil L11N� ra tr f TJ Cu i Nl~ OT y ' TamLl y /j(w. I �. ,� n,V G"��. `�.. �, �"�'tN.�"` �"` ('�w.� i..l e(..f.!�,�„.+ w:.L:i'•L...�.. •Yi ZI AeCA Ac EL V " sle , i f i j • �I r�fig`` �� I B•� lot i 2-- /4 lfit, 'i!( "`' t . "' V�'! �a�a� MASS"_. r ,�- b >rpMi� _ rj t'C� k a,ro r A Le Gv, IZ1ii<'f3c Desi n Flow: - - -- --" Revisions: \ p % ` �`—"✓ \ DATE DESCRIPTION 3 Iflk1MS ., >u1(:��) 3�� FINISH GRADE C vE,, LEACHING AREA TO HA VE A MIN. GRADE 2,0 �v ; --- --- - -- Test Pit Data - ----- --------- -----------_ — ..--- _ - •. 1 4" PVC C� C; r FT Septic Tank Requirements: Indicates . indicates �'? _ g824 4" PVC ® FT/FT F/RST 2 FEET TO ' __�_Lf �- 2 LAYER OF PEA�TONE GAMMA( c,RItNI)F 11 t Perc Groundwater BE LAID LEVEL _- 320 x /�v/o - ''rj� -- lest I \_ /�/. r - --- et tiC r T _ i�� +- f. - - �- l2'r OF 3�4 - 1 1/2' �> I - -- _-_- Tank_ � . Box i - WASHED STCNE f��1 Y - -- -------- t)Sf 1500 CiAI 1ANK - - I _ — - -- o --J L I 1,50LQ Gal. ' I(� J 2 A Ground El._ _. /� .o Ground El.� < L _� ' — \� Oo _ IL" SyDut -eaching Facility Requirements: 11 FIC I1Ar1 m �AMv - -- ---------_-.- _ _. _ r MADING RA11 0 14 GI __ _ --- Pit N�. _ _. _ _ _ _._ � - Pit No. _._.----�., ---_ Test F�V. J.LAPIDERS C.4aEY J11", 1 s f B x w 1 �c : Te y BAxTER�NYE � `1 1 < � J � �r s LUCUS--- 1 3 � set Test Date: 1211219$ Test Qate: $117190 -- -- — -- ---- -- - STFR ILLF, EBAI#_iY _ ` - WitnvC&s. ��_��m ~- -- ---- Z O v --- — ----- _ Witness: _ - _ .It c b- Foundation - Tark Tank - D-Box NO GW ADJl1.STMENT REQURED i Leaching Facility Provided: Perc Rate. <2M�M __ - Perc Rot <2 MIN/1NCH r— -------_----- -- - - .--- � References: _/a nG ; a a w.� - �-L kb' F I t w d, +.,y.y w� , sjoh a st'- at, 1z s-t Sand HIGH fM 1L W BALD ON NORTEXPERIENCE WITH TEALLt�NCE IN NORTH& WEST BAYS ----- -- �t n�.. ,raw 3:>-�5 — --- A,11� / LAND COURT PLAN I gym. HG� D.1y< JI}{ ���✓res 1,0CIJS MAP 2664 1oa 2664-126 I - — ---- .—-- --I f—L N� Iry na z s i �E �'-4'� °� I No Water , �=•c� No water ASSESSORS MAP 91 LOT 6 ZONING DISTRICT RF-1 i FRONTAGE 20' WIDTH 125' FRONT YARD 30' SIDE & REAR 15' __j Cp FLOD ZONE A 1 ' (i 1 Project Title: Q 1 / I 55 i 127.4 WIANNO HEAD ROAD OSTERVILLE MA AKA 900 SEAVEW AVE. OSTERVILI_E N \ I ! ! ! , ! , , , , , , , , ! , ! ! , ! ! , , , . ! ! L21. D 1. OteS \ \ Y 1 / ! / ! , ! ! , / / /� ! ! ! / ! ! / / , , , , r 27 WALK 1. Unless otherwise ofed, all construction 1 1 ! ! 46', , ,'cs�' methods and materlals shall conform to Title V of the store .environmental code \ !Cy �Oj,, / / / / / / / / / / / / ,3 � 1 and any applicable local regulations. 2. Precast concrete septic tank, d-box, I I , , , , , , , , , , , , ! , , , , , ~ �/ ,, PREPARED FOR: and leaching facility to withstand H-10 I 33.3 loading un,ess under povement, drive-, 10 \ i or travelled ways where H-20 loading 1� shall apply. ,t� ' S_ E, .r� 2. �, o _ i BRIAN 3. All pipes in the system shall be schedule - ! / ! ! ! ✓ ! ! ! ! / N �' 40 or equal. WA 4. No field modifications to the se age y 4 3p disposal system shall be made withoit . !.� BR h ^ - 1 l I� ` - -_-_r____ __-- prior wr t,en approval of the engineer o U \ N Osterville, 1kA and the local board of health. 02655 \ y t !yam - �� A. M. Wilson Associates Inc. ,~` ' �, � �' ' ,• .,{nr� V: a ¢ ` F� 508 428 1450 FAX 420 1856 `12 -•p M q Drawing Title , ! ! ! WAb O ^,i �I\ �. 03 1 1 APPROX EXIST SEPTIC Q FROM RECORD IIWO � � -, �, � � ` Subsurface \ Sewage l .Y„C 16M. \ - Disposal 1 Design 9 w LE'C7 l� f t Scale: 1"=20' FIRE' HYDRANT - - ❑ FEACE � LAM POST' 20 4o so FEAT Date: 12/23/96 Dwg No: %�. oo� STONE, WALL Field- wAKEE SURVEY o OIL PIPE Design: M.J.G. o CONCRETE BOUND Check: M.J.D. Drawn: Amw , al0 lug VT10 j,F CO VT7R mob No: a�oes�o I Sheet 1 of 1 Re`/isions: -- �J Sign Flow: 3 IilktMS ,� 1►u(;t:h) FINISH GRADE OVER LEACHING AREA TO HAVE A MIN. GRADE = 2i, DATE DESCRIPTION b - - Test Pit Data 4" PVC ® .0I FT FT � \ � � --- _-_------__-- -- ------- I 4" PVC ® .. TFT FT FIRST 2 FEET TO � Septic Tank Requirements: Indicates . Indicates P - 8824 _ - 2" LAYER OF PEASTONE \ \ GAf$iA(if_ GFIN)f 11 n' Perc _ Groundwater ( BE LAID LEVEL - WA";T --- --- -- - --- -__�------ -- - 33 o x >v% �x. Test ��\—/i:b ---- N Sep trC _ — 1 -�ZL__ w _ - 12' 0l 314" — 1 112 f ( Tank Box WASHED STONE �A Y — --------- — —-- J 1 500 Gat. 2' U:;1 I!A)o GAL TANK - - 4 r o Ground El.= l . -_- - - --------- - -- Ground El.= l v - -- - -� -._ _--. --- - -- - - -eaching Facility Requirements: I .r IiArt AN rangy - ��{.(yU i 14+3J� OAtHNG NAZI 0/4 (;11)',Sf _ /_�� it/ 't 3 LOCUS— Pit N,: r - - - --- -- - - - '� -� I S o 3 ' , .ly 3 S _ `1 y C 5�r (mod—— S yv Test 5 J.LANDERSCAI�EY 1 Tes t E3y BARTER & NYE- (� ` 3� S�III e -S r'J. �a 12'<.i,N —-- -- Test Date: 12I12l8fi _ - Test Dote: slnt8o _- - -- I 1 � 1 _ � � - ------ —-- ._ sD of HEALTH - Z° - _� �----3�d ----i �� i O�S TTF,f>'VILI,f�, - - - - Wifne-ss: ESARRr - - Witness: - - - - --- --E(A - _ - _ __ -_ NO GW AD x1STMENT RE(XJRED References: Foundation 1•arK Tank D Box Leaching Facility Provided: Perc Rate: � _ Perc RatI- �' M/N INCH - '---S - _ _ r--- HIGH©W liSEq BASED ON EXPERIENCE � F 1 our c!t•�4,�y:5 cu�' S}c w� �e t o h )l 5�o nG. Sand i --- --- - _- ld: 5� WITH TIDAL WLOFNCE IN NORTH & WEST fiAY� SII���A-+l-� ---____J-.- LAND COURT- PLAN a J LOCUS MAP 2664-108 2664-126 .{t,D d.'t ) �i _;Y Kg4e<) ASSESSORS MAP 9'1 LOT 6 1.4 t _ ZONING DISTRICT - RF-1 No Water , � � No Water --� FRONTAGE 20' WIDTH 125' �\ FRONT YARD 30' SIDE & REAR 15, I I 3 FLOD ZONE A 1 1 (1 1') I % Project Title: J i� _ r I I i I LUArY --- _ I qsj -� 55 �?C, 1 I .10 \ � _ a a WIANNO MEAD ROAD OSTERVILLE, MA r 32. 8 Q) ° . / rj FE / / / / / / /L/ ' / / / \ •- 2' - I AKA 400 SEAV�W AVE. OSTERVLLE SSA \ ? / o 21. I I 01 q0 0 t e . • i .0 K - ,� v No tes: w'aL ,_ 1 o 1. Unless otherwise noted, all COnStrJCtlOn n materials shall conform to � C methods and Title V of the state environmental code 0L, / / / / / / / / / / / / / / / / / / / / ,3.5/ h�'. I I O/ / PO .dam 4•. I and any cpplicable local regulations. = o•/ , / / / / / � / , , / / / / / / / / / / / / / / / � I y Precast concrete septic funk, d-box, � I a �� / / / � / � / / / / / / / / / / / / / / / / / / o � � ,• \ T1 2 e p V / / / / / / / / / / / / / / / / / / ,hl se / PREPARED FOR: and leaching facility to withstand H-IC lOa:j/'n' unless under pavement, drive", l �� •` `33 -O. / / i / f'. r / / / i �� � g or travelled ways where H-20 loading / / / ~ _ ; shall apply. �,, , , , 2. �` _ BRIAN & J_L ROWE J. All pipes in the system shall be s: J �J AlWO or equal.N4. o fie;j modifications to the se.voge disposal stem shall be made without �' ; / / / / / / S OS x � � � ' 0 911 Main Street prior written approval of the engineer p U \\ /„� / . ... � � / / / / / / / / / / / / / / / ri / / ,eta N� and the /CCaI board Of health. , , / / / / f /r / / // / / •/ S 1,1 17� t 02655lie, MA _ 8. I O A. M. Wilson Associates Inc. 508 428 1450 FAX 420 1856 82 4p q q Drawing Title ij o 10 WAbo �> V c .� p t\ _. I \ I RECORD SEAPPROX EXIST TIC � , 1 E` Subsurface o ;Aw- / \ , o TbT .�.�a� .I Sewage 1 "CI,ZE: ZS 6� , �,� Disposal � I Design LEGEND r ` Y + � � Sccle: 1"=20 --- ---- - "., - FIRE HYDRANT NCE' -- - ---- ---- - --- FE 20 40 50 FEET LAMP POST /= D a t e: 12/23/96 D w g No: STONE WALL Field. YANCEE SURVEY -i o OIL PIPE -Design: M.J.D. _ Check: M.J.D. l o CONCRETE BO UND ---- -� Drawn: AMw V Job No: 2oe3so Sheet 1 of 1 . x MANHOLE' COVER - �ttNl�c^R tLaS:si+auk 'R3r- �r-t.. - .. y Gi. �1'tn+4Pl�fG�i�fiPL VtlkkA�76A3�Ki� '.i::JRO/.ls:Ar,Y NOTES:' ." '.'.'.•.•. •'. . . . , . .. fFc•i ' v'T";Ic�F1S TEST PIT 824 PUMPS MIDST BE ON ,A SEPARATE ' 11 /27/01 RELOCATE GUEST HOUSE i. F'Rt�PERT1r° LIMES SH' ' 1 HEREON WERE €.rJAAF'ILFD FROM LAUD C;+D4lI`T ELAN 2664 CIRCUT FROM THE ALARM SYSTEM. T 24" DIAM. MANHOLE FRANE & � GW. EL. t2.3(UBS WELL) TEST BY JACK LANDERS-CA�.LEY 6'-0"--- ' ---'` J1/16/02 SEP,1V DESIGN - AND CO NOT REPRINT AN ACTUAL SURVEY ON THE GROUIND � CONTROLS & POWER BY � � � COVER TO BE L.EBARON NONE WITNESSED BY: ED BARRY B.O.H. ELECTRICAL CONTRACTOR. -'"� CA.T. LA 244 OR APPROVED EQUAL. Ij w� 12/12/95 MOTTLING EL. v 8/22;/C!2 FOUNDATION REV. DATE: - -__ SURFACE SOIL SOIL SOIL I SOIL 2. FIEVATIONS ARE BASED ON N.G.V.D. I ALARM CABLES & - __ -- - -- '- DEPTH HORIZON TEXTURE COLOR 1MOTTLING OTHER ELECT POWER CABLE FG -, - , `Y� x'• 3. LOCAIIUNS OF UMUTES SHOWN HEREON ARE APPRO)OMATE ONO-)' AND ARE TO r INSTALL PER ADJUST TO GRADE WITH DENSE GRADED I -_i"6" LOCAL CODE - ------� BRICK COURSES- ---- •. . 0"-27" FILL VARIABLE I N/A - NONE STONE -RIFIED IN THE FIELD, _ - -_-___--- ; . -� NON-SHRINKABLE 2 J NON-SHRINK GROUT----, -- -- - - 4 �r'�GROUT (TYP.) ---- - 4. G.W. OVERLAY Otl'a+T-RIC " PVC WATERTIGHT = I - _- HIGHLY UNIFORM GATE - --'T"'T----- i -' " PVC ELEV. 27"-31" B SAND IUYR 5/8 NONE SANDS & GRAVELS VALVE- I POWER CABLE (TO PUMP) LIFTING CHAIN 5. LOT AREA t1. 2 ACRES. I _� . . . . \ 4" INLET = 14,25 ! �. -- I KENT SEAL NO. 2 JOINT SEALANT ____. SECOND PUMP ON ! . . . .. . 31°-108" C SAND 2.5Y 6/3 NONE HIGHLY UNIFORM ,, SEPTIC SYSTEM COMPONENTS ARE LANDWAr2® OF 100 YR, s"t - '� BALL I �AS MNF'G BY HAMILTON KENT MAN- HIGH WATER ALARM FLEXIBLE CONNECTION _O` D LIMIT Ara o o CHECK I --- i � \f. . . i -� SANDS do GRAVELS MAPPED BY F.E.M.A., �g2. I VALVE j UFACIL'RING CO. OR APPROVED 44C GAL. -_- PUMP ON - 1/2" PVC SCH 80 \ / �* EQUAAL. SO THAT TANK IS WATER EMERGENCY BOTTOM COUPLING I TIGHT (TYPICAL OF ALL JOINTS) STORAGE POWER CABLES TO JUNCTION BOY—- i� t --SEE PUMP SPEC. PERC ® 50" DOWN. PRESOAK LESS THAN 1S MIN. TYPE I SOILS 7• NO B.V.W. (VEGI�TATE + WETLAND) AT THIS SITE. J r I I WORKING MERCIIRY FLOAT SWITCH (TYP.) I ; I I*�7i�11S I 1 1/2"J x I NOTE: VOLUME i PUMP OFF 8. NO COASTAL BANK AT THIS SITE. I INSTALL PUMP AND CONTROLS PER 600 GAL. PERC RATE: --C�� I -- -- -- - -- --------- J _ BOT. OF TANK WATER OBSERVED 0 ` MANUFACTURERS SPECIFICATIONS. , I (NONE OBSERVED) 2 ALIT SEPTIC SYSTEM COMPONENTS PROPOSED FOR INSTALLATION .ARE: MORE THAN ��•., --�---- -- ;• %i NOTE: ✓ �-t- ------- 6" CRUSHED SIGN; BASE -�__- - MiN./INCH r, //� 6" CRUSHED STONE �� /� I .•' ' '�� -J' ,/ WAR OF ALL CONSERVATION COWMiSSION _-_ --.-�l i\� _� ------ - ---____ �; �OQ LANDWARD OF M.H.W. do LANDWARD rY�q CONTROL PANEL, ALARM i/Y��r ( ��` JURISOI TION UNDER MG4 131/40 dt TOWN ORDINANCE 27. /�` _ AND SWITCHBOX TO BE DIMENSION AS REQUIRED -•-__ _ -.- 5 -0' LOCATED WITHIN DNELLING !� TO GIVE REQUIRED VOLUME - �( ' Sea`J'ew Ave. 1,000 GAL. AT EL. 14.25 TANK TO BE WATERTIGHT UNDISTURBED EARTH PUMP SYSTEM SHALL BE CAPACITY CHECKED ,_� AND CONNECTED TO THE EXISTING EMERGENCY ST 5 O (1,500 GAL TANK) ,.- NOTE: AS MFG. BY A.ROTONDO GENERATOR BY THE_ ELECTRICAL CON TRA.,I OR. DUPLEX PULP SPEC��CATIONS THE ELECTRICAL CONTRACTOR WILL CHECK THE CONTRACTOR SHALL SUBM!T TO THE DESIGN &: SONS. OR APP'D EQUAL " GENERATOR CAPACITY FOR THIS SERVICE. ENGINEER, FOR HIS REVIEW AND APPROVAL, THE , 21 NOTES; 25 GPM AT 10' TDH MANUFACTURERS SPECIFICATIONS FOR THE PUMP FORCE MAIN TO BE PRESSURE MAP 1. CONCRETE - 4000 FSI MIN. DISCHARGE 1 1 /2" AND ACCESSORIES (MERCURY SWiTCHE y, ETC.) TESTED WITH All•' TO 20 PSI. a r ' S PRIOR TO THE CONSTRUCTION OF T14E SYSTEM. ,\ 0T TO SCALE -- :•4 WALLS STRENGTH O 28 CAl•� NON CLOG IMPELLERS ONE DAY FLOW FOR EMERGENCY � _ r..___- SINGLE PHASE SUBMERSIBLE PUMPS a STORAGE PRO`ADED 'N PUMP STA. (440 GAL.% Assc-Ss._:'• 3 Map 91 Parcel 6 I 2. STEEL REINFORCEMENT - �' N i AST1r! A-61�, GRADE �0 MIN. DIA. SOLIDS 1 1/4~ DUPLEX SEWAGE PUMP STATION DETAIL �..� - AUTOMATIC PUMP ALTERNATOR M �T r� L--- 3. DESIGN LOADING: AASHTO-H-20 NOT TO SCALE_ i � y1tILLAPD -_ NUMBER OF EEUri00MS �+ GARBAGE DISPOSAL NONE L / SEPTIC TANK VOLUME (EXISTING) 2,000 GALLON )1 B"'��p' "I�` r� PLAN VIEW I>I Nay ZBeV..IlL 5" DIA. KNOCKOUT ,AG���^f7 �iC Ai��!.11�M N�S L (T�) DUPLEX MUMPS EACH 100`<: OF REQUIRED CAPACITY OF 25 GPM, 10 FEET TDH. 5" TOP-�.� MANHOLE & COVER BROUGHT WET WELL SIZED FOR ONE DOSE OF 440 GAL/DAY. "�"'�" '�" "��^�'_^""• �""�" """" 4" WALLS--, iNLF"i & OUTLET COVERS TO BE BROOCH" TO ��TO FINISH GRADE_ -FINISH GRADE 2% MINIMUM FINISHED GRADE OVER LEACHING AFi:A-7 r"re ect j•jtle O ra VATHIN 6" OF FINISH GRADE f \� r EMERGENCY STORAGE 440 GAL AND OPERATING ST�JRAGF. OF GAL. FOR TOTAL WET WELL CAPACITY OF 990 GAL. 6 9 FIRST TWO-FEET TO +' 4" BOTTOM ""- BE LAID LEVEL I �. I 2000 GAL. �j 16.42 '6.25 1 x \�16-0 REPLACEMENT UNSUITABLE SAIL � EXISTING ,; 14.25, PUMP i - 6.0 / » I.Jt�7�' '�I�N BOX DETAIL SEPTIC TANK CHAMBER , 'sI_I.OWABLE LEACHING RATE: ' ' t✓i�7 1''aOGiV !1� EXISTING 15.75 _ \�4' EACHING GALLEYS �- r ( ) I , 14.0 BOTTOM: .74 GA;_/S.F,%DAY n� ` W4 ,� l' - - .-- DB-3 H-20 3/4" TO -1 1 /2"/ SIDE: .74 GAL/S,F./DAY - NOT TO SCALE - E s�`"� WITHIN AREA SHOtiTd, ALL UNSUITABLE MATERIAL. (A & B FOU'JDa.rION �• „;•,. DOUBLE WASHEiJ STONE � � �{� � �_ ��� HORIZONS) TO RE REMOVED AND REPLACED WITH SOIL TO BE INSTALLED ON A-� � I � �1�+�+�� \- CONSISTING OF CLEAN GRANULAR SAND, FREE FROM ORGANIC TO BE INSTALLED ON A . a, - MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS LEVEL & STABLE BASE. MOT TO CALL LEVEL & STABLE BASE- �� �_� �e � �°�i�LA�� � OF GIFFERENT'Ct.ASSES OF SOIL SHALL NOT BE USED. THE FILL BOTTOM (PLAtJ VIEW): 12.83 x 32.25 = 4'3.77 S.F. �' ' 'Y LARGER THAN INCHES. A �9~ - F ` SHALL NOT CONTAIN AN" MATERIAL_ LA GE 2 \ Ij 1 1 SIDE: 2 FT. x [(32.25x2)+,,2.83x2)1 - 81.32 S. . SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ` ---- ON A REPRESENTATIVE SAMPLE OF THE FILL, UP TO 45% BY WEIGHT 1 ' ` ': ` + TOTAL LEACHING AREA AVAILABLE: 595.09 S.F. ��: '� OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. 1 SIEVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF S 22 J�3G'" E 295.4' THE FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST / -� j / I-Utilities A REA L DEMONSTRATE THAT THE MATERIAL MEETS EACH OF I , Shed % I Ric 11ZRlt�- U`f � �20 -- \ � / 1 _ _ 1 1 4.40 GAL/DAY 0.74 GAL/S.F./DAY 594.E S.F. I THE FOLLOWING SPECIFICATIONS: jY$TEIN _`o�i__ � __ � � Trrnsl?rmerr i EFFECTIVE % THAT MUST Ye, I A r---�� _.I \ �` y lg J �- f \ / Pad 1' 'Zo LEACHING AREA, AVAILABLE > LEACHINGv AREA REQUIRED (O.K.) uster v SIEVE SIZE PARTICLE SIZE PASS SIEVE I + 4 4.75 MM 100% J i N I �"" ,rsls �\ 1 50 0.30 MM io% 100% ! _�r� \ _�� 0 RESERVE AREA = 455 " 1 � 100 0.15 MM 0% ---- -� , 20% Woods o ,. 'fv.a # 200 0.075 MM 0% - 5% \ / y Gora9e17"4' 1. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION I / EL' Prapane� f METHODS AND MATERIALS SHALL CONFORM TO F.F. \ 'ank ,� / , TTLE V' OF THE STATE ENVIRONMENTAL CODE AND TOWN OF BARNSTABLE RULES AND REGULATIONS. r�,i`"/ 2_. GROUT TO BE USED .AT ALL POINTS WHERE PIPES I! 'c ' ENTER OR LEAVE ALL CONCRETE STRUCTURES IN {Otne WC ', , ORDER T+D PROVIDE A WATERTIGHT SEAL. i / / 7 Bri,-k Y cotch 'J o � ,y S pre Gr'v` I 3. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE ZONING SUMMARY' � � i � � tl° Bosinl � St PQ dqe SEALED WITH NEOPRENE GASKETS OR ASPHALT s- 17-1T.14 CEMENT TO PROVIDE .A WATERT1GHT SEAL. 1 1 / / a ,.- \ \.� �F i Bruns 8 -Jiil Howe ZONING DISTRICT RF RESIDENCE DISTRICT 1 1 , 6 . X _ RESERi/E 1 , L - - ` 4. PRECAST CONCRETE SEPDC TANK, DISTRIBUTION �. a ��, 1 I ��C E• ' •..';`�". ,:�y \,�S KSTEns e 'z`��� ` �'� BOX AND LEACHING FACILITY TO WITHSTAND H-1 C � MIN. FRONT SETBACKI ,S�° ��� • . : F:. 1 "g" i E wOtl 1 LOAD•+NG UNLESS UNDER PAVEMENT, DRIVES OR MIN. SIDE SIDEDACK 1`' J i -•>""f done ° �� existing . /1 YSTEM, stOr° \ TRAVELLED WAYS WHEREIN H-20 LOADING SHALL MIN. REAR SETBACK 1 S' I I .r ~ s t,,r�rd: �, . � #96--684 , »B" \ APPLY. .A.:GOltr 1- . 1e I Gross (^'X �\ I \c� 1 ' �� Barn3oble. ►AA. k 1 ,�i // "'•��!.,)' ,� I Pjnts _..�, , 5. 02630 ALL P lE 14v iN THE SYSTEM . SHALL BE �. WASHED CRUSHED S.ONE SHALL FREE OF ALL FLOOD ZONE t l \ \ 1 iPl©' 1i+�"�''�gJ , ,•\. Q �, / D-box11�� } Y D,RT, DUST AND FINES. A i11 ���,� n�0 °s` � a a R-19.2G `__A4anhole �1 t 11 I 1� 1 7. AT ALL POINTS OF .NTERSfCTl01v OF WATER LINES I° a a �.. ,Wtllk" �'S LD �"c V\ �, FF" AND SEWER LINES, BOTH PIPES SHALL BE CON"- ,�-'��,j 55 ad R''od 95 a gr;cK y C �� SYST M 1 Ne �,18• HOU r�� o 1 �-� f_1�1 1 SIRUCTED OF CLASS 150 PRESSURE PIPE AND ARE TO , ,� Ele or" y rt J r , \ a , 1 IL �c BE PRESS`,;RE TESTED ?0 ASSURE WATERTIGHTNESS. :. �'s�8i �88$"Oi .��'8 Inc. 1 _ Exis{1n4 ,1 ��,, 1 1� Fee�cv 1, "C. 508 375 D.:� d e a � � 1 8. SEPTIC TANK, JiST:..BUT10N BOX, r.l SHALL. BE MANUFACTURED BY ROTONDO OR AN EQUIVALENT E4" 37j2`� }>,,;;j�'� y �;v�`•�ay y, 1 's� 1yt 11j ly �� MANUFACTURER. y.^�......�.m..�,.. ..��. ., ... itle 1' 9. EXCAVATE ALL UNSUITABLE MATERIAL IN LEACF�ING dot 1� \ a 1 1� ly ass .La 1 AREA AND B.ACKFILL_ WITH MATERIAL AS DESCRIBED G a `t -i f a �; i 1! c, /Light i L ON PLAN. C,✓' -� ! � I' 'l,n is w / Post 1 ,, Gressy Areo \ i ' E �! \ 1 ,\ `- PROPOSED 1 r_1I^ 10.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO 16 ,} ILA^r STONE (Irk. OPERATE OVER THE LIMITS OF THE SEWAGE DIS- % ORIVEWA'r� POSAL SYSTEMS DURING THE COURSE OF CON- STRUCTION°``F OF THE SYSTEMS. �� ' .' ,<< I vS" t 11. NO FIELD MODIFICATIONS TO T>;E SEWAGE DISPOSAL �,� �� � � � a ' �\ Rg \ t :"'', /\,, �$• �yt �� P� ,r f i SYSTEM SHALL BE MADE WITHOUT PRIOR WRiTTI`N WA _R SER' C io ,, a ��,, tf }\,`•- / , ri 1 APPROVAL OF THE ENGiNEER AND THE LOCAL_ r Z Cl�-dM., lf?K BOARD OF HEALTH. ;J \ \ ' 90Do 7ogbclt n Fire .H roast ti I, A R IiR Y '� .< - 12.THIS SYSTEM SHALL BE NSPECTFC S EQL ED B \ one :". a toln z0' o E/eV..-2 . i9 01,6 D. r 1 1 TITLE V. g a0 \ Woods PRL'1POSED .; -�� 4�1,tZ�. -I'` 1. INS 1 1 113.A CERTIFICATE OF COMPLIANCE_. AS REQUIRED BY • Yf>�i ;• t a \ 1 S " 6 - PUMP �''y 1 1 TITLE V AND AN AS-BUILT PLAN \ �v f.'F4,�,l BER , r' 1 1 OF THE SYSTEM MUST BE OBTAINED BY THE r • F. \ • �• V ��y Y \ � \ � Z N%oc s 1 1 _ CONTRACTOR UPON COMPLETION OF THE ABOVE WORK. s - _ fisting L..oehing Pits - --r---- r--E T G E T C 1 1 14.TF!IS SYSTEM IS NOT DESIGNED FOR A GARBAGE Aoandoned) E/T%G / /1 / i Q 6� _ ,.�...�p. - 1 �, DISPOSAL UNIT. fi � 1 UU.UU � ; \ N2232'1,3"JM1•' y � �� y .344.uJ' • �41ROPOS p 5.Ai_L UNDERGROUND UTILITIES SHOWN WERE COM- e PROPOSED --- PILED At TO AVAILABLE RECORD PLANS / SABLE (�) LEACMING +y<�' .,S AND ARE APPROXIMATE ONLY. SEE CHAPTER 370. •j TIL -nis Light ACTS OF 1963, MASSACHUSETTS GENERAL LAWS. Post WE ASSUME NO RESPONSIBILITY FOR DAMAGES 6 INCURRED AS A RESULT OF UTILITIES OMMiTTED OR INACCURA.rEL.Y SHOWN. THE APPROPRIATE PUBLIC ENGINEERING DEPARTMENT SHALL BE CONTACTED AS WELL AS DIG SAFE (PH. NUMBER 1-800-322-4844) THE LAYOUT(S) FOR CONSTRUCTION OF THE PROPOSED DC e Qc t, +� a I SUBSURFACE DISPOSAL SYSTEM SHALL BE DONE BY A urQblfIF10 '�O WEST r16 REGISTERED SURVEYOR. Des; �n - --- - - Join. No. ,..:•.�+.ar ,w,r,- wwars=a, a +<,t-r;<a. ;„...:. u. LOSL Rev. RG,vs SO 1 tamA.dwq