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0081 PIRATES COVE - Health
•81 PIRATES COVE OSTERVILLE . A = 651 005. . v SCC//��S�ewt TOWN OF BARN��SrrTABLE �� Y LOC"AnON'RI?i('ATct G-C`"L-Ae-(--kAt tt'wC SEWAGE # VILLAGE ®�J�[ f UfA dr`s ASSESSOR'S MAP & LOT S INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ,S0 0 Ciq rr f � LEACHING FACILITY: (type) 5o O 66 t, C AyY!!`�IL" size) 14 NO.OF BEDROOMS —3 BUILDER OR PERMITDATE COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Ib O eb _ �6 Ole oN 0 p - } TOWN OF BARNSTABLE C C LOC'ATIOr� ©� �� _H kr t (OV e SEWAGE # D 8 C3 VILLAGE 1 \cam ` f'Ar ✓f7 ASSESSOR'S MAP & LOT I ADO INSTALLER'S NAME&PHONE NO. eBC-c-C h CLC-C I(-J I C,— SEPTIC TANK CAPACITY 3,0oo 6 A/ l-i -& a t I e rn n r i-j a m Vie? LEACHING FACILITY: (type) ow)Al&-.Pj C&(size) NO.OF BEDROOMS Q _ BUILDER OR OWNER �3 (1CA, 1. PERMIT DATE d -Q2-00 COMPLIANCE DATE: A' DO ;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 exiq 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 101 A � �) 9-> A j W LA W o OT 1 41 f � � ch �6 lCn.00 No. rFMASSACHUSETTS �l Fe THE COMMONWEALTH Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Z[pprication for rh6pont *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 61 ?l tz A��Cc Owner's Name,Address and Tel. 0,i6m Q WE6 �A.Yt9 A d SuS,�r.a �Et_t_Y Assessor's Map/Parcel S t S 6 A'FO QL P (<Gold a-r U 1 `Z Installer's Name,Address,and Tel.No. signer's N ,gn � e,Address and o. AM'33q� L_N Type of Building: gtr-L0A �Q Dwelling No.of Bedrooms Lot Size sq.4F Garbage Grinder(A Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures m, o 16Ad Design Flow, 3A gallons per day. Calculated daily flow 331 gallons. Plan Date 1A e. S- k 99 Number of sheets 2 Revision Date Title S L I�A)-_ 1�2Df�b� 1 WtPQ Evtr«t,t-�*s�+ t;T l OETp tt_.5 6+tEET Z Size of Septic Tank ISOO GALLt Ogg Type of S.A.S. )2-K?5-Ka F'tC-t_p 5t; Description of Soil O-2 °` 0_ -OANDY L Nm 2`^ Lo' A L.&NnNrj sgi.tp 10'Ye- 443 tg> 32" 16 L cAo r 5A&j o toy 2 sl, 32"-22`` 0-1 (AGO 5AQ(Zimie e_� 72 c2 tit ED S o � L.tC�l t t- .y Ems. 1G Y� !�/A. %`�- P52=' M ED m r t n�t; 5r4N a_ 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 Environm t 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Bo 6f Heal Sign ' Date "G Application Approved by a Date Application Disapproved for the following reason Permit No. Date Issued rl 11� 39�1 �.-- -_ ''• ; THE COMMO�WN EALTH OF MASSACHUSETTS Entered in computer: VVV Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 01pprication for Mizponl *patent Cowaructfon Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. J?>1 CGV C Owner's Name,Address and Tel. o. OYST;Ez : A*,Sp A SuSAx_a Assessor's Map/Parcel S"I /S 6C>A 70 ft.AtZ(Av ZT 1 2 Installer's Name,Address,and Tel.No. signer's� N�e,Address and Ul.No. 4Z6-33g4 Type of Building: YA I-j �6 6►•1 _ ��� Dwelling No.of Bedrooms 3 Lot Size Z' sq� Garbage Grinder( � Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 331 gallons. Plan Date Mae- 5 Number of sheets Z Revision Date - Title 5 t TZ F(,^.h t ?Wi' 6eD eaDQ C- lE 1TS 5+V_-C7- t 0ETRI tS 6+�EST Z. t f' Size of-Septic Tank ► 0 Type of S.A.S. 12 n 2 S x Z F1 C L_D l 5G C- Description of Soil D-Z " SAwDy LD/gwt 2i; 1p` A Lpp,v\k-j SAMQ ID-�9 A43 IC> 32" S LoA►k `5^-j c> to S 2''- 2'' MG6 S ►.9 ?2 - C WI ED S^,,o j L te=+rr 6xeA.j EL_ L/A — 132" A ED —n r=,cv C— 5AA_A Nature of Repairs or Alterations(Answer-when applicable) Date lastf respected: I _Agreement: 4 ,_. t. The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance'w th the provisions of Title 5 of the Environ&/XTI/l ntal Code and not to place the system in operation until'a Certifi- cate of Compliance has been issued y this Bo d//of Hea Sign 77l0' _0 Date Application Approved by r B _ M� Date Application Disapproved for the following reason _ Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY th th n-s ewage Disposal SysteniXonspycted( )Repaired ( )Upgraded( ) Abandoned( )by A C I l -,K at � has b e 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 no be o e a guarantee that the huts tem will function alasigneeAliml4k' Date Inspector s /�,_3 U \ — — ---------------------- No. "'. � •_ ,,,� ————Fee too•OO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS - Mi!5pogaf 6pgtem Con,5truction j3ermit Permission is hereby granted toConstruct(Y )Repair( )Upgrade )Abandon( ) System located at 81 'f t PATI✓o--, �Svc-_ Sip e P-d S 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 co plete 'within three years of the date oft is,permit. Date: ,�7 " Approved by / P / 3 TOWN OF BARNSTABLE LOCATION I �it'tT�ct G-c . CAc`(`wr i 4ss-ac SEWAGE # -aa VILLAGE. T i cr- uAArs ASSESSOR'S MAP & LOT05 ;ZL)) INSTALLER'S NAME&PHONE NO. j SEPTIC TANK CAPACITY 450 G �` l � LEACHING FACILITY: (type) S�O �fj I AH1a4 size) I,-3 XQ5 NO.OF BEDROOMS BUILDER OR OWNER 1 PERMITDATE: r 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 s i � I I 4 9h � age I C / ,r No. � � �1..// — P Fee tt i=Oa THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. y�0 1\ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS Yes pplication for Digaar *pgtem Cots.5tructiol Perron Application for a Permit to Construct 0< )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot yN+�o. i f—A1�S ���E Owner's Name Address and Tel.No. VYS'tze V\o eeoP_s egAIJ �U 5k&a x �.E� Y Assessor's Map/Parcel / �Og j�O 4 A2 C-Ot9 0T �1 / j ?t �e_fx TA t52.38 Install 's,Name,,Address,and Tel.No. � Designer's Name,Address and Tel.No. IS-54A 'Type of Building: U FLA"o Ac.es5 Dwelling No.of Bedrooms 8 Lot Size 2e S 1 sq.*. Garbage Grinder�ko Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 880 gallons per day. Calculated daily flow 888 gallons. Plan Date hAAtz 6 1 V99) Number of sheets ?_ Revision Date Title S t'ir= ?LAI.a ?Q0(054=_D N n eec3�,E:*Ke►J�-r" SttC , l 96 %.L5 B EET Z Size of Septic Tank GALLOJ A Type of S.A.S. 1Z x Z Z &Z. 7\64-2 /5ED Description of Soil ©^Z` 3� 5AN O� �OAr-1 2`�— �Ot' �o���( �yA►�p l(�`f �� 3 I0'Le— `�� 3Z-7Z Ci IAG-C) SA�_X.t7 \O-Y 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 b this Board of �j_Ao0 Signed ealth.AJ Date Application Approved by -- Date Application Disapproved f r the following reasons Permit No. Date Issued w4,. . �/� Fee t?i 1� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSET-rS:_- x pplicatiou for Mgogar 6pgtem Con5tructiou Permit Application for a Permit to Construct @( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 ZATi:S Owner's Name,Address and Tel.No. 0YSrF_Ce 1- o cfoe5 'j. v: k SU`JAIJ Y_ELL Assessor's Map/Parcel ` / Gog T o P�-A,2 C Ou eT / (SIT sboF_&, A 152.38 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A'�ZS-V54A Type of Building: U 0 Ac-v&5 Dwelling No.of Bedrooms a Lot Size Z•51 sq.,t. Garbage Grinder'( 0) - - Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 680 gallons per day. Calculated daily flow 88s gallons. Plan Date M Ae- S 11999 Number of sheets Z Revision Date Title S I-rr QLAI..I 42-02'o5C \M�Y_OVE:V-k `z Size of Septic Tank - GALL.OA-A Type of S.A.S. 12 x 12 kZ T% Ep 00 Description of Soil Z 15AN'DX, LOAD Z"— 10" A g �_O^MY 50, . p 32-7Z C, VAG-D Sta/.+;;� \0-YZ 1_ -7 ('� Mec� �JA,J© L���-tT r'�zay'>=� lolf ���I 9G'' - t32 '` ME,0-m V ,ia6 Sf�N1� Nature.of Repairs or Alterations(Answer when applicable) Date last inspected: f 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 W this Board of]Health. _ O GT 5'-UQ Signed y Date Application Approved byX Date Application Disapproved for the following reasons F`� Permit No. Date Issued -- ------------------------------------ • THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TOLR IFY,that the yn-site ewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandone )by ) .0 �I at 91 'I eATE S 90 n constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. s dated Installer Designer A^411 A The issuance of s- Arat shall nn°�t be construed as a guarantee that the y`ste� will fund' ri as designed: Date �1./ � Inspector �g� qq No. iAAT Fee j1Co'CO THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi5po5ar *p5tem Con5truction Permit Permission is hereby gra ed to Construct(44 )Repair( )Upgrade( )Abandon( ) System located at JP�1 riE5 COVG C'l5-1 W ee-aQ S 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-AWmit. -` ' Date: /�" z.`7 �' Approved TOWN OF BARNSTABLE LOCATION ��r �z i C�v C SEWAGE # VILLAGE zr �'�f�J f ASSESSOR'S MAP & LOT � INSTALLER'S NAME&PHONE NO. `�L �Cc' I l'J l cr • L(�C�' S SEPTIC TANK CAPAC AJ-)ITY 3coo 6 A J f rn a C DUG C ih J�`2) 1�/a(size) J� 112Q � LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNER 1«-i �" 1 PERMITDATE: to _a. -(::�O COMPLIANCE DATE: I 1 I � 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) :Furnished.by P! l i � 1 !ice , I F SE �S �/sc pGf�NS R�ZI Ll z=z ` r iII i i f i 1 i a i , d�,S �J dad(:' s�Z1 -7-7� z Loll 7711 x I k Commonwealth of Massachusetts } Executive Office of. Environmental Affairs /0 Department of4. b ^ 7 4. r !�3 ,v.y p Environmental Protection ='- William F.WeldGovemor , Trudy Coxe Becmtery,EOEA .,". David B. Struhsk ; ,.Comminioner SUBSURFACE SEWAGE DISPOSAL SYSTEM,INSPECTION-FORM PART A CERTIFICATION Property Address: (J I a �Q/J 6a`(_7 05.1f kV1&Address of Owner. „�,k' • g k Date of IF 1 -/7- c (P L (If different) '` 4 ;Name of Inspector: ' QC�C.f-e r Company NamevAddress an Telephone Number: CERTIFICATION STATEMENT _ I certify,thatI have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate } ,r ,'.and complete as of the time of inspection. The inspection was.performed based on, my,training and experience in the,proper functton'andt maintenance of on-site se ge disposal systems. The system:. tw i `rz ,..'._,.�_I Passes ' aF7£ k Conditionally Passes �•. =" �" ' Needs Further Evaluation By a Local Approving Authority Fails. ,.r,' , -4: �',. � ,l.sit �� rr'�.�.sbr' i• ,�}. y �. , C', y . .:-- , .,. :a. 1 ,. ,..t p,., .� i- f.,. i �.•« ±�€� �A 3°�,i a�� -•rawa`s's'e�'.- _ .. Inspector's Sig ure: Date:, i V, The System Inspector shall submit a copy of his inspection report to the Approving Authority within thirty (30) days of completing this ;. inspe7di6n'ilf the system is a shared}system or has a design flog- of 10,000 gpd or great er,:theainspector,and:the system -,shall submit ' ` .the report to the appropriate regional:office of,the Department of Environmental,Protection. The original.should be sent u., me system owner and copies sent to the buyer, if'applicable and the approving au:hon,� �' kr A � ' INSPECTION SUMMARY: ` Check A B C, or D.I F�� (�,�.S.t�n'tJ':�i„f�pf •, { , d "� d`"t`r< � {�� } ?. t ^ F.f ,i� ii '' t tt � �`,�pa#� <��q �.. A] SYS EM PASSES :if` ( ;ti f,Y s« � r �►t yr „ h. .!N.s 7fr it r Fv3& ?t"' f r'f �,✓ v 4 Z. i== -s"-' <3,�r6,?.i':(Fs$ ,? 'era tt have not found an information which in that:the system violates an of the fail ure•criteria as defined inr310 CMR`15.303 . t.Any failure criteria not evaluated are indicated below. Y "� t �r� Bj,SYSTEM CONDITIONALLY PASSES: p4 , 4 r 'r r'$r tr.! a "'7!3na.-{ s§s; :;4 s.+%s` r One`or.more system components.need to be replaced repaired ,=The system, upon completion of the replacement or,{repair,, ,, - .'u �+� •'�{sc.*�, c Ipasses.*inspection : R "$ €Indicate"yes, no, or not determined'(Y; N:or.ND),LDescribe,basis of determination in"all„instances �Ifi not determined,, explain why not Ip fr ` The septic tank is metal, cracked, structurally.unsound, shows substantial infiltration or exfiltration,`or tank,failure is imminent. The system will pass inspection if the existing septic tank:is replaced with a conforming septic tank as- ` approved by the Board of Health: � } z ' (revised"6/15/951 _ w One Winter Street • Boston,Massachusetts 02108 _ • FAX(617)W6-1049 • .`Telephone(617)292 s + i,.Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) r ' a st s xt3: i Property Address �, .'Owner: �-1 Lit t, _Date of Inspection: , y B]SYSTEM CONDITIONALLY PASSES (continued) *t Sewage backup or breakout or high static,water level observed in the distribution box is due to broken or,obstructed ° pipe(s) or due to a broken, settled or uneven:distribution box.•The system will pass inspection if(with approval,of the Board of Health): : broken pipe(s) are replaced obstruction is removed a j 'distribution box is levelled or replaced z t ' ` The system required pumping more than four times a year due to broken or,obstructed pipes) The system 111 p s s �` inspection if(with approval of the Board.of Health): rw' broken pipe(s):are replaced ' r { obstruction is removed y ^Y -, � �h "f{f"s}�<:.iis't y.r'.• i :. -'+.:,k... ... - .. . -. +"2 '.i 1 it af�,?�.2'.�e �y:X '`e.f,Y�,f,"esr 4::;�-2: k ; C] eFURTHER EVALUATION.IS REQUIRED BY THE.BOARD OF HEALTH: Conditions exist which require further evaluation by the;'Board of Health-in"order'to determine if the_system is falling•-to protect the r public health, safety and the environment, t , t t2 r 1)n•. SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN,'A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE.ENVIRONMENT: 5 . Cesspool or privy is within 50 feet-of a surface water �I a Cesspool or pmry is within5y0 feet of a bordering vegetated wetland or a salt marsh. .I,'o ix t76 xj)*�'SYSTEM WILL FAIL,UNLESS�THE BOARD OF HEALTH (AND PUBLIC4ATER SUPPLIER,,IF,APPROPRIATE) DETERMINES TH�qATI:ti' ` THE SYSTEM IS FUNCTIONING.-IN A MANNER THAT PROTECT'THE PUBLIC HEALTH AND SAFETY AND THE �, t asp t.` a. ENVIRONMENT: he Sv5lern hdS d SepIIC tank and 5011 dUSOrpIIUn:SySlenl diIUIS Wlt{llll I00 Ibci to d�uliaCciYvBici JUpiJii Gi�-trlbuidii tO d surface water supply. z i x�# ,x5 �t�* t Ly " ' ` The system has a.septic tank and soil absorption system and is.within a Zone I of a public`water supply well I c I. The system has a septic..tank and.soil absorption system and is_within 50•feet of a'private,water„supply welly The system has-a septic tank.and soil absorption system and is'less than 100 feet but 50 feet or,more from a private.water ry supply well, unless'a'well water.analysis for coliform bacteria and volatile organic compounds,indicates,that the wellts 3> free from pollution from that facility and the.. presence of ammonia nitrogen and nitrate nitrogen is`eoual to°or less,th5n 5 - �r t� PP �`'+r��1i� r i�-{,k 7;• -' .. .. X £ i .i �rr d ?,.�� .�`k��•"4�'4 .� -. r. }t3,lE.- +_ Dj;SYSTEM.FAILS: m +gj E h r+, "^ 1 have determined that the?system,violates one or:more of the following;failure criteria as defined in;310 CMR'15.303y The bass=��. "r? µ ¢fo�.tliis determination is identified;below `TFte`Board of Health should be'contacted to determine.what wdl•be necessary,to correzw. tyx {5s'the-failure. r«i x� Backup of'Sewage`into facility or system component due to an overloaded or clogged SAS:or cesspool x 4%� t ^ eM :f f.sit ;Y,. n efi't? �t Yta a �C i`it{f i # P i?i�, a S#u ..t1 } r t 3 '� ° °. "i's ,e .;t :i >3.:4 t T tea z Y, `Y. Discharge`or ponding of effluent'to th'e surface of the ground or,surface waters due.to an overloadedtor clogged SAS or b i �y Cesspool. i3` "•^�'1 rr� i gr{�b4', ,�t Tr itgaieA'•" '9 'F y7 `�Y,».. > v ¢K1+3,r y +',, - tilt}kfT y .✓ - s" •RvY*, �R'�'k �` „R t ' tsevised.g/15/95) 2 T �'� �•!+ d.. `+. '�7J�' .t .j-..r#<'.�i>.. . + C �y? ,.t�.'nr.s is57 �r � Y' y a� ��' ' ,� '� "7t` k . i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) " Property Address: Ct' . C� �1/� Owner:. f'l. �'"', Date of Inspection: /� J 7_ D) SYSTEM FAILS (continued): Static liquid level in the distribution box above:outlet invert due to an overloaded or clogged SAS or cesspool." 5 Liquid depth in cesspool is less than V below`'invert or available volume is less than 1/2 day flow. X `; Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped r. fi Any portion of the Soil Absorption System,-cesspool or privy is below the high groundwater elevation. Any portion of a cesspool.or privy is within'100:feet of a surface water supply or tributary to a surface water supply Any portion of a cesspool"or privy is within a Zone"I of:a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. s Any portion of a cesspool or privy is less than 100 feet but greater.than 50 feet from.a private water supply well with no ` acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of.well water analysis forty x F coliform bacteria,.volatile organic compoundsi.ammonia nitrogen and nitrate nitrogen: :c, x Ej LARGE SYSTEM FAILS: �. ,. Y The following criteria apply to large systems in addition to the criteria above: " = The design flow of system is 10,000 gpd or greater (Large System) and the system is a significant threat.to public health and safetyr , � y and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking.water supply z , fi the system is within 200 feet of a tributary to.a surface drinking water supply _ the system is located in a-nitrogen sensitive area (Interim Wellhead Protection Area (IWPA) or a'mapped'Zonetll of a fi _rT 3 .XS Y public water supply well!, ; " .The owner-or operator of any such system shall bring-the system and facility into full compliance,with the groundwater treatment program. ,` < V,�,`"requirements of 314 CMR.5.00 and 6.00. Please consult the local regional office'ofthe Department for further information � y y' G ' j t 4, ZN—/ V. �µwta i k" ♦,I,o- c. _ sA -! T.•<::arS,E�a;y y& ''s " r (revised 6/15/95) SUBSURFACE SEWAGE DISPOSAL SYSTEM..INSPECTION FORM PART.B �. c CHECKLIST 1 x x , 41 xh. Property A drrleAsss: cJz' Owner: vZ : Date of Inspection: , � - 1.9 /7_�� Check if the following have been done: +� Pumping information was requested of the owner; occupant, and Board of Health. ,t ' ,� 6 '! None of the system components have been pumped fo'r at least two weeks and the system has been receiving normal flow,rates .get ` during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. /As built plans have been obtained and examined.- Note if they are not available with N/A. !-The facility or dwelling was inspected for signs.'of sewage back-up, The system does not receive non-sanitary or industrial waste flow Y _—Th site was inspected for,signs of break-out. � sz A11 system components, excluding the Soil.Absorption System, have been located on the site. x - t : "VThe septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or y tees, material of construction dimensions depth liquid,•uid, depth of sludge, depth of scum. r 5 t P , P g , P r e The size and-location.of the Soil Absorption System on the site has been•cletermined based on existing informahop'or t vF Et , approximated by non-intrusive methods. _The facilit') o•.;,,e- ;and occupants, it dif even! from owner) were provided with information on the proper-maintenance of Sub Surface Disposal System: 5A,, 5 a� �W ate ;t 5 2ty f k c 9� - ,a• '- N;� �r�. Irevised 8/15/951 t 4 4 � e V 5 r r {r z v N ¢ryY37,i5 - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION ,- Property;Addres / wnem, t Date of Inspection: FLOW CONDITIONS RESIDENTIAL•" F Design flow: allons ,�.Y Number,of bedrooms: IV Z.` ` A Number of current residents: Garbage:grinder.(yes or no): ' Laundryconnected to s ste :( es or no): Y Y Seasonal,use(yes or no):-- re Water meter adings,'if available: tx t y Last date'of occupancy: - X ',�COMMERCIAUINDUSTRIAL• " ,"Type of.establishment: ` Design flow. gallons/day ° r , €� sus `Grease,trap present: (yes or no)_ n Industrial Waste Holding Tank present: (yes or no) 4Non sanitary:,waste discharged to the Title 5 system: (yes or no)_ �` 4 Water meter.readings, if available: last date of occupancy: A BOTHER:tDescribe) Last date.of occupancy': 441 ' GENERAL.INFORMATION � b PUMPING RECORDS and source;of information: J } day jt $ Y x ;System pumped as part of inspection:,(yes or no). k If yes,�olume`pamped gallons t °A, Reason for pumping s �Ng PE OF'SYSTEM: r Septicjtank/distribution box/soil_absorption system r r _� Single'cesspool;, k _s verflow cesspool" Shared system ( es or no if es attach. revious ins lion records if an *' <x r� Y Y ) ( Y p Pe .r Y) a Y r �tQther(explain) APPROXIMATE AGE of all components, date installed (if known)-and source of information V Y' ZF Sewage odors detected when arriving at the site: (yes or no) s (revised�e/15/95) S ,? s � INS s ° a yrsv a SUBSURFACE:SEWAGE DISPOSAL SYSTEM INSPECTION FORM t PART C SYSTEM-INFORMATION (continued) Property Address: � yLCL oyn Ownem Date of Inspection: SEPTIC TANK• (locate on site plan) L ° Depth below grade: Material of construction: _concrete -metal _FRP—other(explain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle; Scum thickness: " Distance from top of scum to top of outlet tee or baffle: �;,Sw , Distance from bottom of scum to bottom of outlet tee or baffle: : Comments: r *� (recommendation for pumping, condition of.inlet and.outlet tees or baffles, depth of liquid level in relation toxoutlet invert,-structural integrity"., evidence of leakage, etc.), a_ t^3 ib CREASE TRAP: (locate on site plan) Depth below grade: n � � ,-,,; Material of construction: concrete _metal _FRP Other(explain) — t "Dimensions: Scum thickness: a Distance from top of scum to,top of outlet'tee or baffle: x ' Distance.frorn bottom ni ,ro-to honor of ou!te.! tee o�batiie' k` Comments: + •� :�' ¢a �s (recommendation for pumping, condition of inlet and outlet tees or.baffles,_depth of liquid level in relation to'outlet invert, structural ,K� ` integrity;evidence of leakage, etc.) f j ` {X.$zikd' r 3 '. r s� as { ��,va '. ..' -. .. .. '. _ ., _ s 1"."rxfa ..e, 3 ��"!•' - +a; jj Mv 4 (revised 9l15/95) 6 f 7 #iz 3 td �1�jei, � I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION..FORM "PART C SYSTEM"INFORMATION (continued) Property Address: �� r (.� 'C%0 ✓ .��a,Q�✓ ' a Owner. m,e 7`'/ C>G`�LX� ' i �` Date of.Inspectiion:. �..• ; .` t L•.,: j TIGHT OR HOLDING TANK:µ,, (locate on site plan) `s Depth below grade: Material of construction: _concrete_metal_FRP_other(ezplain) tp Dimensions: Capacity: gallons. • r J ,a �r � ` Design flow: gallons/day Alarm level: `} "''` tj t 4 Comments:: a ; '(condition of inlet tee, condition of alarm and float switches, etc.) - s, nfi 1 f.Z f• 3 '1F.0 .,i DISIRIBUTION BOX: ( (locate on site plan) Depth of liquid level above outlet invert: cc t �yComments mote if fevei ano d�stribu�ic.�, rya;, e��uence of soiiJ: cerr�'o�er, evidence of leakage into or out'of boz etc)'` j 'r,"� ti•4. _ .., -. .. .. .. _ - yy�4 ry., .•,r��vt?err 6a+r -:{ i. gi PUMP CHAMBER: (locate on site plan) � � Y nPumps in working order:(yes or no) Comments ' z,(note condition of pump chamber, condition of pumps and appurtenances,,etc) s r 4 (revised 8/25/95) - 7 1 4 t x l _ t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ; - SYSTEM INFORMATION (continued) Property Address: r / {/ W ., of Q �JC Owner: MR. �Q{. Date of Inspection:_ - SOIL ABSORPTION SYSTEM (SAS):_ (locate on,site plan, if possible; excavation. not required, but maybe approximated by non-intrusive methods) If not determined to be present, explain: 4 TYPe 'leachingits; number:_ :r xr%,}4Fs�,t i P _ . leaching chambers, number._ '. leaching galleries, number leaching trenches, number,length: , 'leaching fields, number, dimensions: _ r, overflow cesspool, number: + Comments. (note condition of soil, signs of hydraulic.failu a level di ponding, condition of vegefation,etc) �. ✓' ., "CESSPOOLS : — (locate on site plan) Number and configuration: Depth-top of liquid to,inlet.in`et , Depth"of solids layer: Depth of scum layer, 6 • �tx�"`''r� r. ' Dimensions of cesspool: 4� a; Materials.of construction I o� §t kcation of ground%sate,: lnd inflow (cesspool must be pumped'as part of inspection),_ +�"�� ► ��� � — } l ML,a f .. i �;f Comments: (note condition of soil, signs of hydraulic failure, IeveL of ponding, condition of vegetation, etc.),; yn- n ♦ � PRIVY ' '�f ,(locate-:on site plan) sr ,3t� .HNs Dimensions X i f{{ , Materials of construction - Ypeptl%of soldsA 4" t r Comments"(note condition of soil, signs of hydraulic failure, level of ponding; condition of vegetation, etc) a v,_ y `y 1 a r M r>•. (revised 8/1,5/95) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM-INSPECTION FORM PART-C - SYSTEM INFORMATION (continued) Property.Address: Owner. %%J 6�': � 'Ld.�--�,Q•( j } 'Date of Inspection:.q SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks `L " locate all wells within 100' /, >x ✓ :-v +e AIN 41 L •I DEPTH TO GROUNDWATER x N l` Depth to.groundwater:' feetMOP method of determination or approximation; [ � F 4 I nZ�SS1V1I QA; w -71 41 (revised 61151,95) 7 45. mot . 6�P�oFTHE T TOWN OF BARNSTABLE OFFICE OF BaaAS& MA66. : BOARD OF HEALTH � pp,e�1639. 'E0 mo a• 367 MAIN STREET HYANNIS, MASS.02601 May 6, 1999 Peter Sullivan, P.E. Sullivan Engineering, Inc. Osterville, MA 02655 RE: 81 Pirates Cove, Osterville Dear Mr. Sullivan: During the public meeting held on April 27, 1999, the Board of Health reviewed and approved the proposal to construct two septic systems at 81 Pirates Cove Road, Ostervi Ile. No variances were requested or needed at this site. The plans met every provision of the State Environmental Code, Title V and of the local Board of Health Regulations. Please submit applications for disposal works construction permits and remit the required fee of$100. each to the Barnstable Health Division Office. Sincerely yours, Susan G. R sk, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs pirates ASSESSM MAP N PARC4.1 `P a Fee-- ?-e-/ --- BOARD OF HEALTH TOWN OF BARNSTABLE Y Appiicat ion-*rMelt Cootruct ion Permit Applicat' n is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an ' dividual Well at: Location — Address Assessors Map and Parcel us Owner Address Installer — Driller Address Type of Building Dwelling------ ------------------------------------------------- Other - Type of Building - No. of Persons----------------------______ Type of Well— ) P ----- Capacity-----U-`_©--h--- Purpose of Well---- f�-2-i_ � _—__------ — — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation unti a Certificate .of tompliance has been issued by the Board of Health. 61 Signed - ----- -— — --LZ7— dale -- Application Approved By 4 date Application Disapproved for the following reasons:-------------------------------------_--__—_______ date Permit No. -- — Issued'-----------------—_--�---- -_--- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS TO CERTIFY, That the Individual Well Constructed (°'), Altered ( ), or Repaired ( ) 2GLL _ Installer at— -� L 1-1 C-0 U_6— _---------------- has been installed in accordance with the provisions of the Town of Barnstable�B,� 4Ajg-��t Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit Nr6'y`= 't3ated ''f$'=7110--d-r THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--- Inspector------------� — x 11 ----------------- BOARD OF.,HEACTH - • TOWN O'F ' BARNSTABLE ZipPiicat iota;for e[r ongtruct ion 30 'it 1 Apphcah n is hereby_made for a permit to Construct(• ,) Alter ( ), or Repair ( )an dividual Well at: • --��--- _�_���' 1_�� �O_W�_�f�S`f��.2 v'!fit.-�— - -`� �- ---- — ---- ---=- { Y;.Location t�"—""'Address 7• - Assessors Map and Parcel' — B14 - - -- --- - - --- ---l -— -— - — - -- Owner Address D F—(: _vtca - `'`'Er_��. 2 r r.t� = :I� _ car 2 __ - �2 c� _� � Installer Driller', Address oa -3 Type of Building Dwelling - -- --------------- Other Type.of Building - --- .--- -- -I No.`of Persons-- -------------------—-------- r/ , � ------- - Ca acit -p =-— - — —— TYPe of Well- =— --- I P . . .Purpose of Well ----- . . -- — - ------ ----- Agreement: The.undersigned agrees,to install the aforedescribed individual well; in accordance with the provisions of The I r 'Town of.Barnstable Board of.Health.Private Well Protect ion.Regulation — The undersigned further agrees not to place the well in operation'unti a Certificate'.of Compliance has been issued by the Board of Health. S>< 41 ned g e - - dafe ----" r Application Approved By ----- Application Disapproved for the following,reasons: � ;-- --- -- q —. --- -- ----- --- --------— ----- ------ _—;- .date ' .`�� ---_=. Issued- - �� .'Permit'No: date 'a - - �. ` . _ } '", Sfe'4�a.enw8wlitb4asegal6tieaaacauiKercRilccasi+mf'.ieaarwirsr�Y eiN�,�64o1�wa4stlwei'a:s�a�iV:es•srNrTroi+�?- 4@ii_i4 9-!G!'la14i+,i4,ry Kq. 4`.iTFiRi'4a4•i!`64pla i9a9 •a'^b..iaY®!a!il344oi.l4! f BOARD OF HEALTH TOWN OF BARNSTABL` E certificate Of- compliance THIS:L TO. CERTIFY, That the Individual We Constructed (r'), .Altered ( ), or Repaired - — t _ Installer � has been'installed in'.accordance:witti the provisions of the Town of Barnstable Board of Health Private Well Protection ' Regulation as:described in the application for Well Construction Permit Nov 4W—Y—'J4�ated 1'-'fie' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT:THE WELL SYSTEM.WILL FUNCTION SATISFACTORY: " DATE--- Inspector---=--—- --- — 'Fi!h'Y!3gG!i TeFi4�55+!cOi,PinbT aRo43bab21P�le4 4 St @i9'4#-.S:b.:fa4948iffii1'IiFMOi4i'T.®BS'vi4iQA:.BR}?[i!9�i3(. 4!!r.'�x481,S:.L*iy4'�btA}a14151itiFa�!.4�8LlfPeil4Yi!a4J4i^o'�ivg4f94!v`!ifi?Saa"y' BOARD OF HEALTH TOWN, OF. BARNSTABLE Well Congtrucf ion hermit Fee Sri vu� 4-L �lL- �-I N& -=— Permission is h by gianted — _ to Const ct,( . lter (.. •),"or Repair ( ) an Individual Well at: j t (� t �� . Co�.�: '� c�S7- 0_o C. - NO.`i / Street — -- — As shown on"the applicat on for<a'Well Construction Permit . No.,- _Dated— Board of Health { DATE :i DESMOND WELL DRILLING, INC. CAPE COD TES •WELLS 508-240-1000 •SPLIT SPOON FAX-240-1003- SOIL SAMPLING .HOLLOW STEM PUMPS 1-800-649-6527 AUGER •TANKS Tom&Sally Desmond^-""•ENVIRONMENTAL 5 Rayber Road,P.O.Box 2783 WELLS •TRENCHING Orleans,MA 02653 •21E Service and Installation INSURED—LICENSED- OSHA CERTIFIED _ d t r .y P, , v: .,. "'--:� a ra. y ... .._. a _ -, _ .. _ • ._ > � a.. - .,_ � - --- : t a 3 �e1 � i '> � 7 1< ..„i.�' ., ii'.P/ .. _..y, ,. J �1k �.1 - i +pIA =,+a,:""'"" , .a«wr'.^.", ue-w" 'w« - m,..•r. d.:_,,..-.,..-....iitir.:. r. , � :emu-�+w..,F..rL«•-,w..:m,wT" ..:,...._..,'. ..M".M^^.�a.^e.,�.�m'k:.:lwri,�Mn� � -.'.tifw��' -S-c,.," +�u�:_.�'I"'- �� �Y. Ell , t , - f r S F , 3 '3 ^ a " yy 4 r. t :n e n : - ? y e� , - < - o- M. .Aa7,k cg rcXroiG s _ .... ,.. . . a 'IM ;,. +,.-+ .•ter'�' � .x'` P - ¢ P l r . u t e Vogl r ' f '4 - - n r a mot! F r w , f .. .e !- •: _ };,.ate .. . r s , - , : , '- a .:� y , : . `..�•. .. - ,: t 9 - ,� ;.. , _�-.. � � K , .. t. ,, ry i 9 f t , ry -1 pp t� ' . a. e Y: ,... v_..... :........:.:. .+,_�.-.�.__�........,:..:..�....-.rua_.,.:«.._.,...� .,.,. ..:.gym..--m, es...s,avmrw+.+.+r..Mm •' � 't' (+.( .. e �. 6 e , a , e _ , ' A ; Kelly Residence 33 .00 _ y Cove rvillMassachusetts 81 Pirates Co Oste e= � ` First Floor Plan , e r i , •L.{'/ : • n� 'ti �.. s 7 z tl " 1 a a n AIL + _ - ` b V0. — =tc S r r x.. a a1'@S"`„ ", i .� .- " {� i _ � 1•... .. , , a _ _ , '.- - ,,;. 7 "� r;ono a.,� "` _ •r, i .. _ �� _ ` �t ' .. �PL'fE G�.FAf•.vi�i FS�l�t �4. "' ' " _ i. , ., sa:.'_ ;-""''e-- .. °- t 1 tf-I' Y R- `t 9 j{ g :s Kelly Residence 3.3i.00 AL2 " 81 Pirates Cove Osterville, Massachusetts Second Floor Plan 1/4"=1'-0" a c�, ;� rr i �•y � } �ii. I Iu "1•44 rya _ n i14# 1 it rr u Itz it i o . r ! I i td ► , }y 4l H --— — , 0-7— Iv p a ,u .x W w - :finish Grade _ ',.•- .� ` f SYSTEM 1 _ f.G.I1.0 . DESIGN OATA k 6 (9 • .. + yr• r4 t, C � , F , _X filter �_- 1 minimum.Design:3,Bedroom 3: xt Fabric Compacted TIII {. With•no Gcrbage'Gnnder 9.0 '` y r .. ,/ 11 1 DatlyFlow=llO,x3 330,GPD, Top El. 8.8 a c' 8.8 1500 Gallon 8.6 Pea Stone Septic Tank:330 GPD x'200/0=660 GPD 5. l Use 1500 Gallon Septic Tank, ] Septic Tank g A Bat.El. LEACHING AREA: ti ..•..: 3' ,� Bedding as . - • Leaching 00 t,:330`GPD/0.74�=446`SF Required ': Per Title 5' Chamber 3/4 —1 I/2 Double Washed Sidewall=2(12t25.�2=148 S.F + .. ..,y Stone `Bottom Area=l2:x 25 =300 Sc F a � � 'Bottom of lest Hole EI'I 5 4-10' 448 Sf.Total Provided ~ e. r z " No Ground'Water 12-0" LEACHING CHAMBEROESIGN POSED SEPTIC: -A:1 Pipes to be Schedule40:'Use ` .,®EVELOPED PROFILE OF PRO SYSTEM 2-500 i;al.'Leaching Chambers ina, _ B CROSS :SECTION OF CHAMBER ¢ ll2'x 2S'Washed'Stone Field as Shown _ Not toScate 4 NOT�TO.SCALE FG.13 } } SYSTEM 2 F.G. 13.0 , NOTES ' DESIGN'DATA 4 LWaterSupplyforThis LatisMunicipal. Single Family-.8 Bedroom ' II.O 2 Location of Utilities on This Plan Ara A rox ' 'With'no Garbage Grinder 10.0' pp 9 _ 10.7 2000 Gallon 10.5. Pump Too EL 11.0 At Least T2 Hours Prior to Any Excavation ForThis ;`Daily Flow=110 x8= 880 GPD Septic Tank o Chamber Project The Contractor Shall Make The Required,. 1 SepticTank:880 GPD x 200/0=17606PD •- 10.3 10.4 10 2 Bat.E1.S. - -Notification to Dig Safe(1-800-322.4844) Use 2000 Gallon Septic Tank : ., . _„ �, „ 3 The Contractor is Required to Secure Appropriate ; LEACHING AREA i �. :" f Permits From Town Agencies,For Constructwn Perm g - 1 80 GPD/0.74=.1190 SF Required - Y p 111 Bedding as ' Per Tit 5 Defined This Plan. . 6.5° Deli by ��' Sidewall=2(12x72.)2=336S.F i as R uiredto Within 12 of j Bottom Area=12'x72'= 864 'S.E i 4 install R sera eq t Bottom of Test Hole El.1.5 Finished Grade. t200 SF.Total Provided 1' LEACHING CHAMBERDESIGN i a G 5.All Structures Buried four Feet or More or Subject ' ' � SYSTEM 2 • No,Grou nd Watec to Vehicular Traffic tobe H-20 Loading. All Pipes to be Schedule40.Use' fi Septic System to be Installed in Accordance With 8-500 Gal.Leaching chambers Ina DEVELOPED PROFI L E OF PROPOSE D S EPTIC SYSTEM '1ex 72'Washed Stone field as Shown `- 310 CMR 15.00 Latest Revision And The Town of t ,:Not to Scale " Barnstable Board of Health Regulations 7. Al Piping to be Sch.40 PVC. .� PLAN, N.Ld Ts sT P t r V-- 12.E N . FRAME& COVER p SANDY ►_oL;lv1 } t �i.: •::• . EENAR R/TAT AL a4 EOVAL • 1 -. h . PROX LOCATION OF EXTRA Z To asT ear 1_o AM Y REAvr EL 4w plpE ro SLPP r Q - A 1 O Y R Li/3 A N D FUER fLOArl -4 AtADSULLIVAN � L 0 AM S `` � � _ FuW POWER CAMES i[Ou1T PRECAST"P 1 O Y R 5�b �, ��.2�733 co a CbWTRLIL CABLE TO BE SY//TABLE •: - 32. fcw aRECT BVBAL OR pcAtaEo • Gt'OMSER. R �"'a S CIl4il- /N CONQA7 ALL IN AL�CA4A4Nt>< ;'.• : :'A•: :is " •''. Ct i 01 R. (o/� lA11 W7M LOCAL SLOG s WRS LIAOIES Y CZ MEQ. SAN`J d- llGt\T IO R0. (sC2AVEL. (y?�/C2 (,��f O °`�iaatwosEo sutsv 9 OLW Pa AIPU NMP GY AT w .• sEE aux EL-0 ED T pQ F\N E COr ROL tpE!FLOAT ►� .� ` �e- 13.0 4,14 POE IVALIMWECATTcw 1 TOO-80X-- - ,\'32•-. MDIIOlTOVLri'ftMPLyWIRE'R LWPMLEYELLWMAW4CWM ••, - •- rtcc Slat•o swatr uNeEraNTA,HEa �E�.. 12is�96 '' DETAI LS t> tt10.3 =ysoa•OettcrnPEAarsAwE Ho.- -881� F ? PROPOSED SEPTIC SYSTEM Iit7PO1/p'fLOW LEYEL LlYVTBtX Wr0!P"M•/O MADOW OPMAL EMEIPSFiMt7'MRAGE;Witt 372 SAL- • ,s. ALNPMONEL9.0 .�. CHECK VALVE LW _ - - $I -PIRATES COVE IruPatvEL.8.5 t ^�ORCE�N r OSTERVILLE, MASS • i► cL 6.5. BOTTOY OIT OrdrBER• � � FOR , y, =d'r,Kteas+msrcwE ! , DAVID & SUSAN KELLY �• unv�Qaair�9.r�7Pg tetenk r', L SUAS LLSVAN ENGINEER MAR. INC. 1999 t ,F VMP C94MSER AfAft� BT.1 _ SCALE A. Use a 1000 Gabon septic tar*aria watenwoot the owoie AN penettatwns to be water bym OSIER VILLE t MASS t Finish Grade ..SYSTEM I FG.1 LO 4 Filter t,; DESIGN DATA f.G. 11.5 to Fabric �-•Compacted Fill ii Minimum Design3 Bedroom i - r - ! Withno Garbage Grinder 9.0 Lu 1/8=1/2" 'Daily flow=l l O x3=330 GPD 7.8 ,7 8.8 1500 Gallon 8.6 P Pea Stone t SepticTank:330 GPD x 200%=660 GPD To El. 8.8 Use 1500 Gallon Septic Tank Septic Tank � . . 8.4 7 8.2 8of.E1. Leachin - LEACHING AREA Y� x., . .. 4,;,., . "v Chamber 3/4"-1 1/2 330 GPD/0.74=446'SF Required Bedding as 5 4.3 a Double Washed 1 Sidewall=2(I2t-25.)2=148 S.F Stone ,Bottom Area=12'x25 =.300 S.F 4-l0' I 448•S.F Total Provided ` ° 'Bottom of Test Hole El.1.5 (_ t2'-0" ( LEACHING CHAMBER DESIGN NoGround'Woter SYSTEM I `' • AI I Pipes to be Schedule 40.'Use 2-500 Got.Leaching Chambers ina D';VELOPED PROFILE OF PROPOSED SEPTIC SYSTEM CROSS SECTION OF CHAMBER " 4x 25'Washed Stone Field as Shown Nrit to Scale -:NOT TO SCALE _ NQTES SYSTEM 2 FG.13 `A L Water Supply FarThis Lot is Municipal. DESIGN DATA F.G. 13.0 12 motion of Utilities Shown on This Plan Are A rox ' Single Family-8 Bedroom 1 LV PP With no Garbage Grinder 10.0 At Least 72 Hours Prior to Any Excavation ForThis .Daily Flow=110 x8= 880 GPD 10.7 2000 Gal lon 10.5. Pump Ton El l 1.0 Project The ControctorShall Make The Required • Septic Tank:880 GPD x 200%=1760GPD Septic Tank Chamber Notification to Dig Safe(1-800-322-4844) Use 2000Gallon Septic Tank »y 4• �� IO.3 10.4 �10.2 Sot.EI.8.0 1 3 The Contractor is Required to Secure Appropriate 1 Permits From Town Agencies For Construction = °Y LEACHING AREA -� „ .Bedding as Defined,byThis Plan. ; 880 GPD/0.74=119O`SF Required ' Per Title S 6.5' �, SidewalI=2(12z72'.)2=336 S.F ' 14..Install Risers as Required to Within 12 of Bottom Areo=12'x72'= 864 S F - i finished Grade. 1200 S.F Total Provided Bottom of Test Hole E 1.1.5 1 5.All StructuresBu�ied Four Feet or More or Subject' ! LEACHING CHAMBERDESIGN _. t No.Ground Water to Vehicular Traffic to be H-20 Loading. All Pipes to be Schedule 40. Use t SYSTEM 2 a Septic System to be Installed in Accordance With 8-50o Gal.Leaching Chambers ina DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 1 310 CMR 15.00 Latest Revision And The Town of ' Ifx 72'Washed Stone Field as Shown i Barnstable Board of Health Regulations Not to Scale 7. All Piping!a be Sch.40 PVC. 410 OPD W ASME MW&..X o T 6 f-r P VT E L E 4 12.5 t + FRAME S COVER ¢ .:�i:-;••. :• : NEENAH R/793FLOtEWAL. 0 SANDY LOAM ' AIPPROX LOCAMN OF ;-EXTRA 2 1F HEAVY EAA�rS�Aar RPE ra S(/PPWr ro asr.ear A Lo A M y S AN O N N,_i 1 O Y R ti/3 PETER ICEto - o`v uvLEr S(ILLIVAN FLWP POWER CA&E8 FLOAT LOAMY SA N D CONTROL CABLE rO BE SlATA" :. Pff"Sr PWP $ 1 O Y R 5/6 N0.29738 Q„ Fa?NRECr MAM O4 PLACED m I CYAMBER. C6i16L M CONDWr ALL/N ACCORDAMC� 1WONLOM OLMdWRSCO01ES • : :a : ::: J\AdDIUM SAND CZ MED. SANo &_ LIr_07 GRP,\/EL Far � ePFN4 R C; s K -�•: sEE clE7A/c PROPvsr0 nvIsv r` W�EL-,13.0 MED TO FINEc r rero sraeenArra�A Ta- m0-eox- C3 SANQ IOYR G,'/+f AAD eOTTLtV a''PwPCNAAeER- .�- LAr POE LEVEL UNYX M/N.tC0VM •132 - - I- 11rC SCYL IO FRaII CAN BE AWNTA/NEa - - aE raver EL10.3 �21rscv4oPiecr"REAamAVW vA�E• 1Z/S/96 , DETAI LS AWKrr"V 'ILOPLEYELCLYYTMRL -� no._ P-a8t� PROPOSED SEPTIC SYSTEM trnrcAc aFaV NOT om cAtr Oro NAoavE aw�r ENERS[1 rNONAGF"X,3.72GAL- ENGVNEER = SAXTMR J-IVYE ALARM aN M 9.0 ...i. CHI=VALVE QM wwPONEc 6.5 i FORCEraN 81 PIRATES COVE PLNPQrFrL 7.5 i _I eL 6.5. sorrow ar cmAymR +tt OSTERVILLE, MASS 1 FOR ~�: • - � �`• 3d�" �� `'� DAVID & SUSAN KELLY 1 _PS/MP d/AMBER OETA/L- arm Use a1oo0 Gallon Septic tar*and waterprootftcompLetelanlc SCALE: AS SHOWN DATE::MAR. 5 , 1999 AN penetragm b be water tigtd + V SULLIVAN ENGINEERING INC. OSTERVILLE,MASS I f 99 013 Cl q 'IZ' m Oa CD G rnn I 4-I�- O� 1n 6 to . cP v 0 � m 8 C co — i� 6'-6'' �. m J ,n z 0 ti^6 n> co In II '1�j i 03 ' �l f� �. It co co cf� O i R 2 G N Cn x s �1 - O O n rn Z 3Fn tl � Fq z v c� O n r Y r � :vi A v z m _0 =- a m � • _I � � o � p °z _ . .10 pi m x m v 70 N 3 0 � FT] z cn O � G _TJ FTJ v r _ FTJ � � O ,I m F-n zm O rbli) c� N v, rTj a � m N O ,0 t - Fin ish Gr ade i .. SYSTEM1 _ DESIGN DATA FG.ILO F G.11. Filter Compacted . - Mmlmum'Design3 Bedroom Fabric - I With eo Garbage Grinder 0 7.8 _ rr .�Pily Flow=110 x3=330 GPD 9 I t Top El. 8.8 1/8-i/2 tiC, nk=330GPD x 200%=660 GPD 8.8 1500 Gallon 8.6 +• sot.EI.Pea Stone e I500.Gollon Septic Tank Septic Tank 8.4 8.2 u in LEACHING AREA eddin as ° 4 Leaching 3/4"-I 1/2 1,330'GPD/0.74=446'SF Required Per Titte 5 '3, -� Chamber ;., ' ' Double washes Sidewdll=2(12t25.)2=148 S.F stone j :Bottom Area=12'x 25 = 300' S.F Bottom of Test Hole El.1.5 l 4-l0' 1448 'SF Total Provided No Ground'Water LEACHING CHAM BER DESIGN a SYSTEM ) F Ail Pipes tobe.Schedule40. Use DEVELOPED PROFILE OF PROPOSED SEPTIC-SYSTEM 2-500 Gal.Leaching Chambers ina CROSS SECTION OF CHAMBER ifiz 25'washed Stone Field as Shown Not toScale 'NOT TO SCALE NOTES SYSTEM 2 i„ F G .13.0 'DESIGN DATA I.Water Supply ForThis hot is Municipal. Single Family-8 Bedroom 4' I1.0 10.0 2 Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder � 10.7 2000 Gal Lon Too EL f 1.0 At Least 72 Hours Prior to Any Excavation ForThis i;Daily Flow=l l O x8= 880 GPD Septic an t0.5- Pump ` 1 Project The Contractor Shall Make The Required ; Septic Tank*880 GPD x 200%=1760GPD 10.3 Chamber 10A Oct.E1.8.0 Notification to Dig Safe(1-800-322-4844) 1 Use 2000Gallon Septic Tank _„ �; „ , ..y 4. �� 10.2 3 The Contractor is Required to Secure Appropriate LEACHING AREA Bedding as Permits From Town Agencies For Construction ' 880 6PD/0.74=1190 SF Required Per Title 5 6.5' Defined byThis Plan. r _. Sidewall =2(12x72.)2=536 S.F. 14. Install Risers as Required to Within 12°of Bottom Area=12'x7.2'= 864 S.F } ` Finished Grade. ,1200 SF.Total Provided Bottom of Test!tole E1.1.5 LEACHING CHAMBER DESIGN No.Ground Water il'5.All Structures Buried Four Feet or More or Subject SYSTEM 2 to Vehicular Traffic to be H-20 Loading. r , a All'Pipes to be Schedule40. Use j 6 Septic System to be installed in Accordance With 8-'Soo Got.Leaching chambers ino DEVELOPED PROFILE OF•PROPOSED SEPTIC_SYSTEM i 310 CMR 15.00 Latest Revision And The Town of 12'z 72�Wastted Stone field as Shown Not to scale Barnstable Board of Health Regulations ' 1 T<AI I Piping to be Sch 40 PVC. FILANs N.rS C6sT PiT ��eV 12,5 I :�i: •• NEEN N R/TSLt P1 Q4 ELM/AL. O SANDY LOAM APPROX LOCATION OF �'EXTRA l_O A M Y S AN O HEAVY a-4 r P/PE TO s p�PO4T i 0 TO LYST BOX. A ' i FLOAT& 1 O Y R L1/3 . t o _ . . . _ - PEW J, 4'0./NLET L_ONlA 4 SAND r SULLIVAN � FLa/P POWER CABLE @ PIOAT PRIECASr RMP 3z„ $ 1 O Y R 5/b CONTROL CABLE TO BESi//TABIf i. CUMBER. -' No FOR DIRECT ASVAYAL OR PLAQED s ' CIVIL IN CONDW ALL IN ACCOI4DAA a : :.A•, .;. - Cr Iv\d D1UM,SAND WIM LOCAL BLOC a WRs atolEs 1 O Y R to/� G/S @►d C2; MEp, SANO 6- LIG-VAT GT2AVEL I�YR (o/IF, O caket/r AW PLa/P O'LMBER •w•: gE�PAp°Osrt•D FQ4 PgrEry LWE a FLOAT ►Y K k OZW EL.,1&0 NASD TO F\N E cow is- C3 SA1V Q t OYR 04 ., Pwer0&15EUW0ArrcwA t 1oToe-eox� \�2� AAO BOTTOV Q�P'NMP ONAAeBER- LW PAY LEM&ft7K M V..ieCOVL7r - - `•i�.. •. PVC SM10FRCW CANIEIWRTAINEQ �A`CE•• IZ/5/9� _ - - k. DETAILS SEPTIC rgAw 0.3 �Pysm 10 Pvc rmvAAAw Pw -. ,�,,r AWLEMca.,rfiL Ho p E-R' PROPOSED SEPTIC SYSTEM (r��OFF NOIO/P 6a11t IAMAOWE OWK EfV G1 NEER= i3A XT6R �-NYE EMERUM!S YMAW,"N--372 SAL- ALARMOREL9.0 j,. F vRff��4"' 81 PIRATES COVE RMP ON EL.8.5 RWPL�FEL7.5 i OSTERVILLE, MASS _ eL 6.5. wrroM os cNAmmR l s+oe�. b r •oa�eeoer a • 361mix OL"MSTQV£ ` FOR .. g DAVID & SUSAN KELLY FL/NP p/ANBfR L:ETA/.- BTA t>SeataoaGntloe3ep1k1ariianCwaterpootMeeompktetank SCALE: AS SHOWN DATE: MAR. 5 , 1999 ANpenetraftolobe water tipfd SULLIVAN ENGINEERING INC. - ° OSTERVILLE,MASS a 99013 Finish Grade 'r SYSTEM 1 FG.11.0 Filter _L DESIGN DATA F.G.11.5 is Fabric Compacted Fill : .Minimum Design-3 Bedroom I a a - With no Garbage Grinder 9.0 `" I/e-Ile : Daily Flow=110 x3=330 GPD • 7.8 Pea Stone Septic Tank:330 GPD x 200%=660 GPD 8.8 1500 Gallon 8.6 Top El. 8.8 Use 1500 Gallon Septic Tank Septic Tank Bof.EI. _ � � 8.4 " 8.2 , LEACHING .AREA • Leaching „ w Bedding as v Chamber 3/4 -1 1/2 330 GPD/0.74=446'SF Required Per Title 5 4.3 eu Double Washed Sidewall =2062e)2=148 S.F. r 4-10' I Stone _ Bottom Area=12'x 25 = 300 S,F r 448 SY Total Provided Bottom of Test Hole El.1.5 L t2'-0" I LEACHING CHAMBER DESIGN t No Ground DEVELOPED PROFILE OF PROPOSED SEPTIC S STEM I All Pipes to be Schedule 40. Use SYSTEM 2-500 Gal.Leaching Chambers ina CROSS SECTION OF CHAMBER 12'x 25'.Washed stone Field as Shown Not to Scale •:NOT To SCALE _ NQTES - SYSTEM 2 EG.13 DESIGN DATA; n` F.G. 13.0 I.Water SupplyForThis lot is Municipal. rl Single Family-8 Bedroom I1.0 2 Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder } ,�30OD 10.0 At Least 72 Hours Prior to Any Excavation For This Daily Flow=11 O x8 880 GPD 1 10.T Gallon 10.5 Pump Toa EL 1 LO Project The ContractorShall Make The Required Septic Tank::a8I80 GPD x 200%=1760GPD ' Septic Tank 10 3 Chamber 10 4 Bot.El.8.0 Notification to Diq Safe(1-800-322-48 4) UseCJGallon Septic Tank Inn „ 10.2 3 The Contractor is Required to Secure Appro pate �' '•Lk Permits From Town Agencies For Construction ' �' AC NG AREA - ', Bedding as Defined byThis Plan. 1 880 GPD/0.74=1190�SF Required i Per Tills 5 6 5' Sidewall=2(12x72�)2=336 S.F. 14 Install Risers as Required to Within 12'of Bottom Area-12' x72'= 864,S.F. ' Finished Grade. s 0200 S�Total Provided Bottom of Test Hole El.1.5 5.All Structures Bdried Four Feet or More or Subject~ LEACHING CHAMBERDESIGN No.Ground Water to Vehicular Traffic to be H-20 loading. All Pipes to be Schedule 40. Use SYSTEM 2 ' 6, Septic System to be Installed in Accordance With B-500 Gat.Leaching Chambers in DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 310 CMR 15.00 Latest Revision And The Townof- 12'x 72'Washed Stone Field as Shown Barnstable Board of Health Regulations ' Not to Seals i 7. All Piping lobe Sch.40 PVC. PLAN# N.ZS, { d-16" 410OFEWAVABIOVEMRAtK o TssT P\T e�eV 12,5 f ~ FRAMf A COYER - - NEENAN R1793FLOREQM. _ O SANDY LOAM A MPROX LOCATION a- ��EXTRA - Z �J OF REAvr NAar PIPE rn ste�Paer ; 0 ro asr ear A LOAM y S AN O ?'d^ FLOAM 10 Y R Li/3 r � t o R dd INLET LOAM`S SAND �SULLI�i FUVP POWER CABLE @ FLAAT 13 O m CGWTROL CABLE rO BE SY//TABLE i. PkCASr PIAVP 1 O Y R 616 _ m V ® 733 FOR GVRECr AUNAL OR FL.ACEo s . MANSER. 4� �49 M COAV.#r ALL IN ACCa4a0NCE , is I�/1 DI uM - q w[rH LOCAL BLOC d WRS CODES SAND ` ' eyo CZ, MED, SAND .G2AN/EL- IOYR lo�LF l cnhavr tam/PLMP awAraE�r f SEEF,PG°DSE1D Fstrsl `f i COMM LWE 1/ptOAT c C; l- s�• E Ts- ;•� MAW EL-11&0 � - M ED TO F\N E PtfEToACSFRI7EDArrCPJ , 1 roo-eox— ° 132� C3 SANQ IOYR 4/4 tAr Fmr LEVEc uvnL AUAt tcw�nr I, pvc Sdt10FAW CANAEIMM7AAYEQ - . row DATE•. I-e/5/96 DETAILS EL10.3 %t0SM40P. CrfffiU EDAM AAFFLtRr FLOP tEYFL CL\'VTb1wt - 1Yv°= P-88\-t - - . rrrPltJLOfX N0T DIP S&V4DAr"OfQWX ENG\NE1=R' 13AX'rER d-NYE -- ` PROPOSED SEPTIC SYSTEM - - EA/ER6EArCl•SlL14A YDLJ 372 SAL- 1 - ALARAIOEL.115 - - 81 PIRATES COVE /LMPON EL.8 5 -a. ^f OSTERVILLE,MASS ItA,Pq"flZ7.5 ,i• _ - �6.5. Bomar aF awrstx •t _ FOR . �'• • "��•,�'u,,,.����:.,�s;��.3r.�r �arw ` a � DAVID & SUSAN KELLY _PUMP CHAMBER&TAIL• A ZA { Use a/000Gaoon septic tar*and wakrproot the oompktetank �— [ SCALE: AS SHOWN DATE MAR. 5 , 1999 ANpenetrabor<stobewaterWd SULLIVAN ENGINEERING INC. ' ) I OSTERVILLE,MASS _ 99013 a, finish Grade , SYSTEM 1 FG.11.0 DESIGN DATA Filter �----•Co"�acted Fill ;Minimum Design 3 Bedroom Fabric With no Garbage Grinder 9.0 s =N " I Daily Flow=110 x3=330 GOD .o 7.8 1/8-I/2 8.8 1500 Gallon: Top El. 8.8 .., Pea Stone Septic Tank:330 GPD x 200%=660 GPD 8.6 \ Use 1500 Gallon Septic Tank Septic Tank g 4 8 2 Bot.EI. -m LEACHING AREA y�,.� ..,, a.. ., ' Bedding as • Leaching 3/4"-I V2" 330 GPD/0.74=446*SF Required Per Tills 5 4.3' N Chamber 6 - Double Wadied SidewolI =2(12't25.�2=148 S:f } ` Stone 9ottom Area=12'x 25 = 300 S.F ' 1 4-Id' I I 448 SF.Total Provided Bottom of Test Hole 8.1.5 Y" J I r • . p � , . - o Ground er • LEACHING CHAMBER DESIGN SYSTEM I ' N Wat All Pipes to be Schedule 40. Use 2-500 Gal.Leaching Chambers Ina DEVELOPED PROFILE OF PROPOSED SEPTIC. SYSTEM CROSS .SECTION OF CHAMBER 12'x 25'Washed Stone Field as Shown Not to Scale .:NOT TO SCALE • SYSTEM 2 :, FG.13 NOTES F „ - ,. F.G. 13.0 , DESIGN DATAn n L Water Supply ForThis Lot isMunicipal. Single Family-8Bedroom 11.0 ' 1.2 Location of Utilities Shown on This Plan Ar!e Approx. i With no Garbage Grinder 10.0 At Least 72 Hours Prior to An Ezwvation ForThis y , 10.7 2000 Gal ion Top EL 11.0 y ; Dail Flow=110x8= 880GPD 10.5. Pump Project The ControctorShall Make The Required , Septic Tank:880 GPD x 200%=1760GPD Septic Tank 10.3 Chamber 10.4 - Notrfrcation to Diq Safe(I-800-322-4844) Use 2000Gallon Septic Tank10.2 sot.EI.8.0 .,' - 3 The Contractor is Required to Secure Appropriator r LEACHING AREA x Bedding as Permits From Town Agencies For Construction - Defined by7his Plan. 880 GPD/0.74=1190 SF Required Per TitN 5 • t 1 �� Sidewall=2(12x72'.)2=336 S.F. 1 � 3 _ � � • a �. 6 5' 4 Install Risers as Required to Within 12 of` Bottom Area-12'x72'= 864 &F ` Finished Grode. 1200 SF Total Provided - Bo of Test Hole EL 1.5 4tom LEACHING CHAMBER DESIGN o.Ground Water j. 5.All Structures Buried Four Feet or More or Subject� STEM 2 SY N to Vehicular Traffic fobs H-20 Loading. All Pipes to be Schedule 40. Use rz Septic System to be Installed in Accordance With t 8-soo Got.Leaching Chambers ina - i DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM_ j 310 CMR 15.00 Latest Revision And The Town of 12 x 72 Washed Stone Field as Shown Barnstable Board of Health Regulations Not to Scale V T All Piping to be Sch.40 PVC. ••resT PIT e�.eV 12,5 "' d-L" B"j#0AWAG A&WE MR CALK O IX "ANE& MEN s NEENAN A/703 FL OR EQUAL. O SANDY LOAM , w a ArpROX LOCATION of J"EXTRA , s TO psT BLl>r LO A N\ y 5 AN O s q '� CC F •n�� �, HEAVY LY.AOC PIPE TO SN°PQ4T r .` FLOATS A I O Y R, Li/3 INLET ' ' 1 O LOAMY SAND a f c n SU A RAMP POWER CABLE a a0Ar _. _ 8 M'�TROL CABLE TO BE SWASLE :. 33 t'AECAST HAIIP �, �0.� 0 FOR XgEcT SMAL OR P"CEO tafAAIBER. 32 s 4 ..A,: .;; Cr M&1>1LAN1 SAND. Aw CONL>tt'T ALL iN ACCLa4AANC� • C�h!&j. Y. WPM LOM SLaceWRsL:GIDES I O Y R to/% - CZ MEN. SAND d- LIGMT. camff AAU Amp CM4 WA , - ,i2 Z/RO°OIrD/wgiv `�(o a;n it►+AOM£IrLLVEaFLGUT c e - rr SUCEEL."1&0 N\ED t0 FINE P"s ormuo vATTo- .+ Te Too-eox-.- C3 SANQ tOYR AAV 80r7011 DA F MP L70MUR- LAr APE LEVEL&WYX&W tCVVVF \32• ,9'0A �.CFROM CANLfEA4/NTAAYEa - :bA-�E \zis/96 _ :,:,. DETAILSSEP , ..:..f EL10.3 �&-jrm 4o,PvcrAwAAw;&y No•= NOTC/P&LV4,012MAieWOWAL E PROPOSED SEPTIC SYSTEM . rr"M"OFAI -� EIV GI VEER= I3A xTE R �-NY , ALA�r 0VfL9.0 i LKEOr VALVE OW $1 PIRATES COVE /ierP LAZY EL 8.5 FOR"AWN - s ~a�P&Z5 ,a.• c�s.5. sonar►arLsrAAnER 1 OSTERVILLE t(MASS Y• FOR ., K• . ` ,�. .�9.3LrwArLrxs osrL DAVID & SUSAN•;KELLY �/NP d/ANBER AETA/Le ALrt SCALE- AS SHOWN DATE:kMAR 5 ; 1999 s E,. wetat000G.lbnsep*aft` to beWirp°°rm°°°mpl°t°t ,c SULLIVAN ENGINEERING INC As penetrdias a be rakr ifpn • OST ERVILLE,MASS ,: • r k . ,99013.°` b ink 1 u u� cult• 1 ♦(o'er-.s" o o i� n 'o n o° � ii ii ((yy M , LOCUS ; . •: N/F Susan H. Crocker \r ., e...pt.1 1.7 MPOO Isla dead B a rs r 1 bo LOCUS PLANsa.s2 Scale 1��=2000' , 1) '52,27' - \ 209. ' ~ J r Assessors Map 51 92' — r Parcel 5 Zoning RF-I Setbacks: Front 30Side � Rear 15' Wj i �•o ' / I I y\� — Paopo n 2-OXy0 POOL •� ! 1 ,00% , �o D EX 1ST. t T. \ � .. / Pie l - SYSTEM I _! '✓�- �I z , \ AgoY00 ERT _- r .� ,. 0Rlvg V�/Ay 'Z 1 J o100%..._ Rc.t,�RVG 9 W � I � \ \ PRIMARY . l O I � \ \ � / / IO N I Q \ I TP11 MIN, E;4 SYSTEM 2-Y \ PlMP � CHAMBER :C. i b-F30X 1 ` --------- - -- 1. \\ ZDOo 0-AI_. 250 To MFM� / 1 11 I \�� St_PTICTANK 0 . n a oWIi \ _ WLL0 In i I _ $30(0 1 2 / } in ' P10TE1 FOR DnnnaL.1T10N GAF mxl ST, HOuS= 44- IS11ILAiN& NEW 1401-15C SEa SS3-313fo - — — _ 378.13' — — — — �' I /o N/F Frank S Moureen P. Wilkens \\ PLAN VIEW a scale:1"= 20' FEVER NO.23733 CIV !i. AL SITE PLAN PROPOSED IMPROVE MENTS 81 PIRATES COVE OSTERVILLE, MASS There are no wetlands within 100 feet of the proposed leaching facility. F6R There are no private wells within 150 feet of the proposed septic stem. p p p p Y DAVID & SUSAN KELLY There is increase in flow There are no variances requested or needed. SCALE: AS SHOWN DATE; RAR. 5 11999 VAN ENGINEERING INC. OSTERVILLE,MASS v b ding R I E G zg 6 ;tllt 7 I� •o q ° �o ii nn 73y.> Btu 20 S • N/F Susan H. Crocker ptt . mPoo e. _ is sad B a boys � z _ LOCUS PLAN \ � Scale: 1��=2000' � 52.27 5s.62 8 - Assessors Map 51 I -y \ 209.92 - Parcel 5 — Zoning RF-I \ Wo % Setbacks: Front 30� Side 15 N Rear 15' / / l>' � PROPOSER\ � � � (-__' - __--'•r�-- --._./O 1 ' ZO'AHO POOL \ \ 1 1op% 1 t' j rx�5A 6 I R�sr-Rv� I�oo GAL. O \ S�PT1C O r �� \ TANK 1�-BoX 1 sc�sr. Pic-� �l I o;�—\ sE3-2Z-7 \ �` �`�� \� \• _ --- ...0 o SYSTEM I / PROPOSEu 10� _ _ - "--- IGARAC- MIN. ---_r- I \ \ W/APART__ �_.__ o 'ST -`J ORIV IZ i p I Y z \ \ ABOVE _ = E WAy I I I I \ log PRIMARY 0 \ \ \ VIPt^ N ` I 0 I U i� I r \ \\ -� MINA �J — 1 SYSTEM 2 I W f3uFFER I \ PIMP �Q I z � p` I I r \ \\ ( CHAMBER �' 1 \ Z000 &At-. 25o To MI-1\/ / 1 O I `�►- �� St-PTICTANK Ix 0 v T I 0 a oW • \ N \ z 31i / � � 0In j-- . \ T. 0:7 \ / NOTE FOR DIAMOLiTION OF MXIST, 1•{OUSL + tBUIL.CIN& NEW HOUSC SEE S6"3-3131e I i — / 378.13' _ �o ' N/F Fronk Q Moureen N P. Wilkens \ PLAN VIEW N Scale:I = 20 �� ~PLTER S. LLI #3 29733 CIVIL 0 } SITE PLAN PROPOSED IMPROVEMENTS 81 PIRATES COVE OSTERV I LL E, MASS There are no wetlands within 100 feet of the proposed leaching facility.. FbR There are no private wells within 150 feet of the proposed septic system. DAVI D 8c S USAN KE LLY There is increase in flow There are no variances requested or needed. SCALE: AS SHOWN DATE' RAR. 5 , 1999 SULLIVAN ENGINEERING INC. OSTERVILLE,MASS , 11t:� 1`r 2 •(oa oo • P u • h ii fir 91U +g'�\ 20 `. LOCUS , •: •• • N/F Susan H. Cracker Q. px .. X mPso Isla Oasd B 6' LOCUS PLAN Scale: I =2000 52.27' Assessors Map 51 \ 209.92 — — Parcel 5 / I I \ Zoning RF-I / ,� `�'0 , \ Setbacks: Front 30 Side 15' oN Rear 15 ill o t � 201A40POOL \ \ ear, I �s�RV6 1 IrCxI Aug R 1 tJ 0 / CrAR$E Ep / / \ Iroo GAL.SMPTIC `OD O 2.5 ExISr, 0i`� O O O SEA sE�,�227y ��� \\ to, ^� �` SYSTEM CE � �2 PROPOSED ; fiI _ 1 1 GARAGe aeoYERT ORIVE"VA-y , sZ \ I - 1 J 0 \ o \\ \\ ,-- _ \ I F W ( \ \ \ 10, PRIMARY 1 I V 1�I MIN. T N ' 50' t 3 i ' BUFFER PUMP SYSTEM 2 Q S I Z ' JL� I \_ \ CHAMBER I _ row► 17 0 1 I \ ` o' \ '\ 1. ° to c-13ox 11 0 1 1 I _ \\ SfrPTICTANK 250 TO MHW V o N S 3W i \ m mLL I I�� Oo.LD03 a'0 / 7y tn I \ / NOTBI FOR 1D1inna+-1I'r10N OF MXIST, 4OUSI / � IBU1LOM& NEW HOUSE ISEe S�-'S-3136 378.13' /o 1 N/F Fronk Q Maureen P. Wilkens \ PLAN VIEW Scale:I = 20 ` �. m PETER SULLIVAN NO.297313 CIVIL FWAMnANSUNOWALSHM U3.313 sac;a ur&r_4 rrs NAM- Dw" susaH k5z LV ntOMICTlb ► OR 81 PI rAt�s ctvpsr P,D SITE PLAN s /LGE� ,r7�ss PROPOSED IMPROVEMENTS nb Fojea hu an order of Coaaieonsa �/ _ . _ _ __-_ __:__- ___...___.- - 81 PIRATES COVE Directions to Site: Route 28 toward Osterville; Left onto Ostervillc West Barnstable OSTERV I LL E, MASS Olt �idcOi°' There are no wetlands within 100 feet of the proposed leaching facility.. Road to end; Left onto Main Street; Right onto Parker Road; Right onto West Bay FbR There are no private wells within 150 feet of the proposed septic system. Road; Bear left onto Bridge Street and follow to the Gatehouse at Oyster Harbors; DAVID et SUSAN KELLY OidaofCoaditionstiivuod There is increase in flow Oyster Way and bear left to stay on Oyster Way which turns into Seapuit River Road; There are no variances requested or needed. Left onto Pirates Cove; House is#81 on the left SCALE: As SHOWN DATE M`AR. 5 , 1999 'Ibis pbn will be oonssidemed on SULLIVAN ENGINEERING INC. OSTERVILLE,MASS b Int J • S i /�V , ;uit §,.,' Blu UpCUS r _ N/F Susan H. Crocher h •a e.p mPso e, . Isle oead I " r . e bprs 8 LOCUS PLAN Scale 111= � 1 - w.-. 52.27 2000 2os.s2 �- Assessors Map 51 , \ — — ✓ . - -- Parcel 5 I I Zoning RF-I J� I .may G�'�0.0 - \ Setbacks: Front 30� Rear 15 Side 151 / / - o _- --- �� ZpN6 `� �, y/ � n 2.o A 44 POOL01 Ir i 1` o �Ec�► 1 ✓ \ `� -- ' TANK R-x c s \\ I __.• --. -- .. SYSTEM SCE SE rC227y ' �tl�� to, - ~_ w/APB r� ExisT OPIVEz � - ._._ _ rZ (P 1 ,� Z ; I A6oY "` y µ � I LL J O 70 PRWARY 0 4 I \ \ \ \ ✓ MINI tt IN`� 50 J m t3u PUMP SYSTEM 2 FF,F� � p �GNAMt3ER l J' aE;& T4 Mt-j\A/ i a I \�� SCpTicTANK (O All => s m w tl I 0n 1 N / NOTE 1 FOR D► KA01-t?•toN c>F 'mxt 5T, Nous; / d' t3uILCING NEW HOUSC-' S1=E SE'3-8t36 / 378.131 � 1 a cs — ,o N/F Fronk a Maureen \ ti P. Wilkens \ PLAN VIEW -� Scale:I = 20 '' F'EII: , SULLIVAN NC•2973 ` CIVIL ' SITE PLAN PROPOSED IMPROVEMENTS 2 $I PIRATES COVE Ito �r � �, OSTERVILLE , MASS There are no wetlands within 100 feet of the proposed leaching facility. F6R There are no private wells within 150 feet of the proposed septic system. DAVID & SUSAN KELLY There is increase in flow nested or needed. SCALE- as SHOWN DATE: MiRF�. 5 11999 There are no variances requested SULLIVAN ENGINEERING INC. OSTERVILLE,MASS i 'K:JFi _ 1 �E1 N 5 '�1rti1 j! OF wn+nowr - ph - -.:� - -- DMN To - - - vw- R - �. _ . .►off--- - IA, PW _ WALL 7-'1 1 i UY 1 Y. } N Ulu h CK�L�1 1'O�UJ Ile WF— Kelly Residence 2.12.W A 1 81 Pirates Cove Osterville, Massachuse -- - Proposed Second Floor Plan 1/8" s , a •� ' � f I y T � I�Y11fAC _ y 11 �� 1 GD4ERYMGKj �_ _r. i i Kelly Residence 2.12.99 81 Pirates Cove Osterville,Massachusetts A 1 . 3 Proposed Third Floor/Roof Plan 118"= 1'-0" I pAol �Q�K,/ I'M - — I Tr e ` — --- — I o � i LI � y• i _ "1G 3 F I I I dM1 wpv I 6AoWrR , _. .. I -t. I a, r 1 I 7 . i � � � M�l�FooM PoKG{ - .- I �, _ wAlx•IN cio�tR : {: m T ywol�tK 1! - I T•--- — -i Atk-I 41*01 r �, N 71 • , _._. Wf7 w I .-t ' 1v, �AA61M WA TA 19 �. . I ry y - - - L_!- 1{ - I c I I VAL I` t w wuLrt�y jwrT (� 1 t � KItWNrj U 14 _..1 �• f1! 1�� r- + r • • l 1 1 I � l8•o v 14•o i G IS-v - I 103•D f - IAI WWA 1 ' Kelly Residence 2.12.99l 1 g e A t^81 Pirates Cove Osterville, Massachusetts Proposed First Floor Plan 1!8"= 1'-o" v �•• OF 199,g �.Uit �` �\ 1`� b oel 41 Bluf LOCUS N/F Suson N. Crcfker =70_� L ►J T'l L-A 6, S A C b►A LX r-C_7 'Island cad a _-- --a Ja b°r s Fy'7�� B TAL P 0{ ' L LANTIN Cr I — LOCUS PLAN SCRE�1\1 {I Scale 1''=2000 ' - `1 II = — — �a.s2) — --- - Assessors Ma 51 j � \ 209.92' — f P Parcel 5 I -I '. 00 G g^GH.�F W� `gTONC Zoning RF- I Ate. — ' 'Z'NtvH gTON� WALL W/ — G UNO �-' --- — i i �'H LI FLrN G L f \ FO Ft PPT\ R _— Setbacks Front 30 d Gam' Side �3�-- 15 N� Rear 15 / _ _ \ _ _ poDL To HAS e \ a'0 B�uas-roKE rA OZCN6 / ' S;l O pAT 1 O ul zo')ktio Pool \ �oo o- I g00% L GXiRAUE I RFSGRv� I 1 I F \ 0 2 �'o D I-- -.1 / - - PRInhARy o / i< �` � f ,- _-�1 I7oo GAL, 1— � � I \ ' -�� ��_ rK C v t o x l '``ff''AA NN r 7:� Q I PIGR E3-22_7 ur '` 1 - 0 v o SYSTEM O PRO PO5I D 1 O• 1�_r _ 1 I' \ DI GARAGc E� r' -_ — 12 w�AF'FaRT'_ MI Z b i Y o c. r-�-,I aszo�osco �eav�i:' AEbYe bRIVE WAY 1 Z I0 j — \ DR\,4uWAY QIc LL O 10 0-Jo P, Rv c Lri \ I vFj \ r \ \\ 10 — -- -- - PRIMARv _ \ 1 m \ M1N, \ — - �- -- - to..FFr_a \\ \ �urnP _ - --- SYSTEM ?_ - - _ ---- -- Q Z lil \ -HAM BER 7 Z jI i - 100 �\ `t --- - - / �000 G-AL. �O TO> MHW r` f o Vv O I D \� SGPTIC TAN K r 0 to 4 S Q 0LL \ 2 N �W r 'c:ooG^ L.Lf'A PAY ' I N ' ZV o� / \ L. NOTE FOR DEMOLITION OF MXIST, 1-IOUSLZ d- puILPtNG NEW t401.15L / 1e00 GAL. L6ACIA PIT W/ �J__1 MJ� STC'_� FOR I�c�OF RUNG F r= 378. 13 ---------------- \X/ 6 /O N/F Fronk Q Mcureen -- --— � c.a�i>��� IaTo 'E-hIS1Zt-�CZ g'TA'-L PLAI�TlN4 :r P Wilkens \ 1 SCREEN / =�, ►= ��� PLAN VI EW Scale:I"= 20' Q RMSED nAN SUW4 AL SYMT �313 � • 2. /a/oo sv.isr-o GooT- RRInAT o1= Houee ,+�.tca�rn-sxw�: �t�/I� �Su„�is!�ELLI/ — __-_--.- --_---- - _- -------- -- C c,r "fv v D n.? C> F' »orilcr>acAnarr: 81 PI rg c D gfz,(99 ?L�-VI- - S — SITE PLAN ,6 R�IStoN q/10/99 RELOCATF0 NousE r APPURT. _ 1 PROPOSED IMPROVEMENTS Th6projectbas ax -�_nNauedan Order ofcoDditiQ>v 81 PIRATES COVE Directions to Site: Route 28 toward Osterville; Left onto Osterville West Barnstable OSTERVI LL E , MASS OR �"1cOoe There are no wetlands within 100 feet of the proposed leaching facility. Road to end-, Left onto Main Street; Right onto Parker Road: Right onto West Bay FOR Ordu of Conditioav IIt iu:t� El There are no private wells within 150 feet of the proposed septic system. Road; Bear left onto Bridgo Street and follow to the Gatehouse at Oyster Harbors; DAVI D & S USAN KE LLY I There is increase in flow Oyster Way and bear left tc stay on Oyster Way which turns into Seapuit River Road; There are no variances requested or needed. Left onto Pirates Cove; Ho..ise is # 81 on the left SCALE: AS SHOWN DATE: MAR. 5 , 1999 71%ir<plan will be considered on __-__-- SULLIVAN ENGINEERING INC. OSTERVILLE,MASS