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0370 NORTH BAY ROAD - Health
0-NORTH BAY ROAD, OSTERVILLE A= 072 002 l v 9 TOWN OF BARNSTABLE LOCATION 26) {J 1 s o a SEWAGE# 011-7 " VILLAGE "'�� ASSESSOR'S MAP&PARCEL 07 2- 00z INSTALLER'S NAME&PHONE NO. Jbf1y0- -, k4 ft SEPTIC TANK CAPACITY cry A4 2:70 �T3 LEACHING FACILITY:(type) (size) NO.OF BEDROOMS OWNER U rAv^. PERMIT DATE: Zo COMPLIANCE DATE: 0 -� D 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' r rL^ y ! . O a7 ' vQ,� 7 13 _ cytlzl v No. G l l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: eJ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplitatioii for MispoSal *pstrm Construction permit Application for a Permit to Construct(� Repair( ) Upgrade( ) Abandon( ) ❑Complete System E'IT3lvidual Components Location Address or Lot No.3 70 Ntl/ By Owner's Name,Address,and Tel.No. CO Assessor's Map/Parcel 072 Z V S 6 19u ri C, h In ta]�er's Name,Address,and Tel.No. S 8`y Designer's N e,Address,and Tel.No. i� v l 4,n Q ZA C Type of Build' g: Dwelling No.of Bedrooms Lot Size 19'1/8y 6 sq.ft. Garbage Grinder( ) Other Type of Building &&e.0 HSE,/Gr4re No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 350 gpd Plan Date 3�l� 2 0/4 Number of sheets / Revision Date Title 5, 4% o,S Size of Septic Tank / P {=X /P6 1Pr G Type of S.A.S. 2-Scv 6-?ll C&,*Art 4- 510 Description of Soil /l� Nature of Repairs or Alterations(Answer when applicable) N p G/ rppZ�: ���,,a It f 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 Certificate of Compliance has been issued by this Board of % - Si ed l` Date Application Approved by Date 3 .2 o Application Disapproved b Date for the following reasons Permit No. d2o Date Issued 3 �E h*1'74h,:3G0,°'^,...::e 'r..;"�`� 1VN No. } r Fee " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppliration for.Oisposal 6pstrm ttConstrUrtion Permit Application for a Permit to Construct 01r Repair( ) Upgrade(. ) Abandon(.) ❑Complete System ©Individual Components Location Address or Lot No.3 70 A/d I44 2x, of Owner's Name,Address,and Tel.No. 1- Assessor's Map/Parcel Installer's Name,Address,and Tel:No. �C bJ Designer's Name,Address,and Tel.No. IrnnV( ._ 1 CC'y f tr t 4'n C 2 C r � Type of Build' g: 1 M Dwelling No.of Bedrooms ) v i Lot Size 5 c/ sq.ft. Garbage Grinder Other Type of Building vas f Iy F ro cci e- No.of Persons Showers( ) Cafeteria( ) s Other Fixtures Design Flow(min.`required) 33 gpd Design flow provided gpd Plan Date .o 19 Number of sheets % Revision Date "- Title 5,' fa2 P4>,m fto ©.sr-d .d Ak�,4rcaA1e,6Pr 4-074 S Size of Septic Tank /7 0 l jC, ! Y:.,G .P<<, Type of S.A.S. G- 5 0 ���� ( fflc r! ti o r.p v i ' J Description of Soil --L Nature of Repairs or Alterations(Answer when applicable) h/p l,� gyp ,? _/ a,�.v Irkf G r 9•- .?�?0 / 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 Certificate of 1 Compliance has been issued by this Board of a/ltth. -~-- Signed n V16 Date , Application Approved by i.i,... n \% Date 31,201161 *� Application Disapproved b Date for the following reasons Permit No. .2-o / C/ [) Date Issued 1�6 cj ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �vr w��lr` vn Certifirate of Compliance THIS IS TO CAE/_R�T�IF/Y,that the On-site jS]e�wage isposal jystee Constructed(,,�) Repaired( ) Upgraded( ) Abandoned( )by l 1(/ Y 1_�6, at .5-7 0 X/p r V 9 00(,1 J.(l`3/ /, has been constructed in accordance. with the provisions of Title 5 and the for Disposal System Construction Permit No. o 2, c dated- In staller Designer Sv//,.t"m rr,n '(,'A r^ #bedrooms Approved design fli gpd The issuance of this permit hall not be construed as a guarantee that the system will 'ction designed. Date. i 0l7-t' Inspector ---- --.------------------------- = _ - - - - ------------------------------------------- No. 7�f �o ! Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS MispoBal 6pstem Contrurtion Permit Permission is hereby granted to Constr/uct(Jr' ) Repair( ) U grade Abandon X) System located at ��C3 .f✓c 11�, 'P�rr� �ca and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with / Title 5 and the following local provisions or special conditions. Provided:Construction must a completed within three years of the date of this permit. Date )C) Approved by _✓ Ll.. r f S �74 C � Mitigation Z 0 N SF I IV )sed -j Limit f �y Proposed Raised Spa I I CO I ( 370.00 Mechanico! N86' 41' 47"W Area 112- nHn _ -1�- —17 -16- 1.. 14_— obble 'aisting Septic 121 x389 Per it # 99-230 Paved Driveway I Pool J La O : \ ` O � Li9 Pos Light\ # Post O m �� wn O �70 \ N Sty W1F- Brick Walk, Dwelling �' \ Light F.F. EL.I 23.66 \ Post (DA=9'048) \ \ Lawn j Pi n t \ Ex'IZrits fin B�d ick 2ermit 1 ie WO* O e - A •t xa Raised R �\g�aA I Wall/ i o Bluestone Patio / / 1 ff 18.56 E.L. 22.5 a� \ c) o Existing Lawn 1 Sty. w1f °- Guest House l Lawn I -� TOWN OF BARNSTABLE _ 2 fe er t LOCATION A04al SEWAG� VILLAGE ®-S (O>• �> /ll ASSESSOR'S MAP &LOT 071-0122 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ;LEACHING FACILITY: (type) I� G1/�: � � (size) NO.OF BEDROOMS BUILDER OR OWNERi'9/`// .�JOr4�7 PERMITDATE: N 49 COMPLIANCE DATE: V 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 � / �/'<�iC ��/�� sides :: - . . �,�, .. �. _ _. o � � - � o , . S� . � No. I Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for �Digo$ar *p6tem Conztrurtion permit Application for a Permit to Construct(k )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. '�)70 f4o eTK?5 A,-( Owner's Name,Address and Tel.No. oYSTEV_ MAf—%C tv3oeTD►J, 1)o2TH 6R-t Qn 0_t�cx-t\es Assessor's Map/Parcel E.lO a�ob11.9�'D�-�ATbiA.&A`Z 'I2`� 9 e (�D e_Vk L_t_G Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5ULLI VA.Q _T PAe.KE2. QoAp O.ST��2Y1(_LG Type of Building: Dwelling No.of Bedrooms i r=®P-+M Lot Size 53)ZOD sq. ft. Garbage Grinder(0 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures . yti.ry �E51�c�ni Design Flow 330 gallons per day. Calculated daily flow '333 gallons. Plan Date Ae et L.21 1998 Number of sheets I Revision Date 4123199 Title 6�i EeA LC- �5 t Z-rs_ Ft_.A►.a Size of Septic Tank 1;:' Type of S.A.S. lZKZ�xZ Fi et.-O Description of Soil �T Tl i�L E p'F L►�S`�LC�r1'11�l� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued this Board 9fHealt f Signed-. Date t ^ J Application Approved by Date Application Disapproved for the following reaso6L__� A Permit No. 9k Date Issued TOWN OF BARNSTABLE C—' LOCATION p / Y SEWAGE # �� c7 VILLAGE_ �S�id�U; Ile, /yfa, ASSESSOR'S MAP & LOT j5'71 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /'y /�°��$ (stze7777-7 NO. OF BEDROOMS ) i BUILDER OR OWNER !}%" PERMITDATE: COMPLIANCE DATE: , Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Fee Private Water Supply Well and Leachin t 8 Facility (If any wells exist 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) j Furnished by Feet -------------- lv `. i I.. U 1 i D1 w � 1J, �w � ff e f No t, ,: _ Fee " THE COMMONWtr& :;OF MASSACHUSETTS �" Entered in computer: PUBLIC HEALTH DIVISION - TOWN+OF BARNSTABLE, MASSACHUSETTS Yes 0[pprication for ;Diopoof 6potem Construction Permit Application for a Permit to Construct(K )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.'5-?C> t4p eTH�3 A-( Owner's Name,Address and Tel.No. OYsri✓V_ -�^ 8azs MAID 3QeT0 J, Q6,j-1j-tt 3,-t ,ZD eE,- �izs Assessor'sMap/Parcel -7Z/Z C-/o JObiIJCoNATI- 4,�j7Z 3��k0f-. e_ 20P, Z_V\ t-L G Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Ct IC1Z �ULL\VAIV Q� 71PA2kE2 EoAc,> 05FevjLLr_ i Type ot''Building: Dwelling No.of Bedrooms 1 8E D 41 Lot Size 53, 2b0 sq.ft. Garbage Grinder(40) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures e \vv �eska. 2 Design Flow 3'�C� M gallons per day. Calculated daily.flow �J�JJ gallons. Plan Date AP f t C_2 t e 19`jg Number of sheets I Revision Date q/2319 9 Title 6N EeA LL, 1-rr-- FLZA Size of Septic Tank 1_!)no Type of S.A.S. Description of Soil t L -vt> a E. VE.t2 t E-1 ECG ` �Y N(k1 N GF 4ALj-+A Aae_=�N ' AT -n-M E 61F l N5'rAt_C ��1 O Y.a Nature of Repairs or Alterations(Answer when applicable) ` Date last inspected: :mil } Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system t in accordance with the provisions of Title 5 of the Environmental Code and not to place the:system i operation until a Certifi- cate of Compliance has been issue this Board f Healt ��' _ q Signe + Date Application Approved by _ Date Application Disapproved for the following reaso 6/— ;r 'K. i i Permit No. o Date Issued ..._. -------------------------- ---------- t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS r Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal Systerri'Constructed(K )Repaired ( )Upgraded( ) Abandoned( )by ` ! at 370 00_Ti! has-been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 647_9�rlated Installer Designer The issuanke of this permit shall not be construed as a guarantee that the system will function as designed. Date J I - qi T7 Inspector --------------------------------------- No. -- Fee-.1floo'cD THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'WisSpo5al *p5tem Con!tructton Permit Permission is hereby granted to Construct(X )Repair( )Upgrade( )Abandon( ) System located at 376 Moo—k+A SaY (5gQ , ()Yl,-tFO IAC-C,aO 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 Dcrlrut. Date: I//y/// Approved by _ TOWN OF BARNSTABLE .y LG`<ATIUN 3.0, IYOt//1 Y OAJ) SEWAGE # VILLAGE L, STL���i Ile. OAI ASSESSOR'S MAP& LOT 6 1-hol. INSTALLER'S NAME&PHONE NO. /C44 SEPTIC TANK.CAPACITY LEACHING FACILrrY: (type) �e_As (size) /ag X NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet "Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by `, �/Gh� ���f S I��. „� � � �� - en, �� � . �q ' � C� ab Nth. � � <, Feed tCJU THE COMMONWEALTH OF MASSACHUSETTS T Entered in computer: + . Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Ztppltration for �N,50.5a[ 6peum Comaructton Vertu Application for a Permit to Construct O)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.13"Z() J,101 P-H 13A.-( (ZOO.Q Owner's Name,Address and Tel.No. C>,is}Ec K e.S MA ec. �tatJ No(LZN�ba�( (L9 QEAtT{ley Assessor's Map/Parcel :7,L 12 e-IC) I o N MD C'.6 9?A Ce0 PAP t3s e�c LLE� Installer's Name,Address,and Tel.No. Designer's Nam ,Address and Tel.No. fir✓Tr.;e U LtUA o IFt 4 Type of Building: 11� Dwelling No.of Bedrooms Lot Size 53 ,2�0 sq. ft. Garbage Grinder jlq Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures -Design Flow 550 gallons per day. Calculated daily flow �� gallons. Plan Date AeLt L 2t. 199FS Number of sheets Revision Date A[Z31!29 Title N ev-A Ll- 5 t M 5?L.PtM Size of Septic Tank 1 Sam Type of S.A.S. Y.2 'Ft EL_® Description of Soil `�O 1 L 70 E 116 e_1 r I C C> eY G—(2�2_ A(_T(-� 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 is Boar IIt Signe Date Application Approved by I Z Z,d I I rh t Date Application Disapproved for the following yeas s Permit No. Date Issued TOWN OF BARNSTABLE 41 LOCATION 3 AO SEWAGE VILLAGE 051 01IO'l /ll/I L/ ASSESSOR'S MAP & LOT Co 1 INSTALLER'S NAME&PHONE NO. Ae SEPTIC TANK CAPACITY /,SOD LEACHING FACILITY: (type) �7� (size) NO.OF BEDROOMS BUILDER OR OWNER AI�// OG/1��7 PERMUDATE: 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 feet of leaching facility) Feet Furnished by o f r _ x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .a ti PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes Zipprication for Mi5pozar.6pMem Construction' rmit Application for a Permit to Construct()c,)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.3'7(7 Q p T1{ 1 A7 -( QC*,9 Owner's Name,Address and Tel.No. by s TEC Ae 0oi 5 M neY-16u¢.-T0 IV;1J WZ:-%1-� CEAcv-4\Z_S Assessor's Map/Parcel 7 Z 12 L/O.)a t-A ry Ge,t,aA Z"NA, #,.i 9 ?A�?_Cee_ CD,�L) OS-\rZ�It Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A2e>-33gJ IGTF_e SUL.L_�VA Lj '?L r7 ?AZtGGt2.. Zc p-o DS T7_=e-lt L_t_ G Type of Building: Dwelling No.of Bedrooms J Lot Size 53 sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures \ Design Flow 550 gallons per day. Calculated daily flow S `� gallons. Pla"n Date t7 21 L.'Z\. Revision Date �Z3��4 d 1998 Number of sheets Title Ov eAZA c _ S 11'F- Size of Septic Tank 1 sno Type of S.A.S. tZKQ!A. X 2. Ft EL_0 Description of Soil -SO1 L 1&E e_1 tJC�k l,3 E F�L-q-k Ac-�EkA-r AT - 1m at= iNs c-�A-Tto ram, 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�iis Bo Sign Date I Y A � y Application Approved by 1 /1/ Date t Application Disapproved for the following reas n Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS r. BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CT*FY,that the On-site Sewage Disposal System Constructed(x )Repaired( )Upgraded( ) Abandoned( )by at 370 oem-k Accoo nmw_ h s een constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 99dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date �� �l Inspector N i —— - - s ————————————————————————— — No. Fee'd1 lD0�� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mwi.gpogal *pgtem Con6truction Vermit Permission is hereby granted to Construct(K )Repair( )Upgrade( )Abandon( ) System located at 37O Q0P_T1A 1�fE�r' e0XQ OYS 1M t� OMP C 5 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. I Provided: Construcf'on must be completed within three years of the date of this e it. $' Q Date:_ /7 Approved b PESCE ENGINEERING AND ASSOCIATES P.O.Box 321 Osterville, MA 02655 Phone/Fax 508-428-3730 November 15, 1999 Mr. Edward F. Barry Town of Barnstable Board of Health 367 Main Street Hyannis, MA 02601 Subject: Inspection of Repaired Septic System, 1236 Craigville Beach Road } Dear Ed, I am writing to conform for the record, that I had conducted inspections of the septic system under repair at 1236 Craigville Beach Road (owners: John & Ann Babbitt), 10-12 November, 1999. The septic system was repaired properly, and in accordance with the approved design plans, as revised 26 August 1999. Thank you for your help on this project, and as always, please call if you have any questions. Sincerely, Edward L. Pesce, P.E. t PESCE ENGINEERING AND ASSOCIATES P.O. Box 321 Osterville, MA 02655 Phone/Fax 508-428-3730 November 15, 1999 Mr. Edward F_ Barry Town of Barnstable Board of Wealth 367 Main Street Hyannis, MA 02601 Subject: Inspection of Repaired Septic System, 1239 Craigville Beach Road Dear Ed, t am writing to conform for the record, that I had conducted inspections of the septic system under repair at 1236 Craigville Beach Road (owners: John &Ann Babbitt), 10-12 November, 1999, The septic system was repaired properly, and in accordance with the approved design plans, as revised 26.August 1999. Thank you for your help on this project, and as always, please call if you have any questions_ Sincerely, Edward L. Pesce, P.E. TOWN OF BARNSTABLE LOCATION Y7-k A&dT SEWAGE # VILLAGE JQ5)'9R A1_ 0,1� ASSESSOR'S MAP&LOT `; l'ALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 feet of leaching facility) Feet Furnished by w flat E:l f 'y 0 �7 o 3 7o Al®,�fr1V fqy �� PROPERTY ADDRESS:-_370_North Bay Road Osterville ,Mas - ___Oyster _Harbors __---- On the above date, I inspected the septic system at the above address. This system consists of the following: 1 . 2-1000 gallon leaching pits . 2. 1-1500 gallon septic tank. 3. No Distribution box. 0 Based on my inspection, I certify the following conditions: 1 . This is a titls fiveseptic system. ( 78 Code ) 2. The septic system is in proper working order at the present time.. , SIGNATURE: _JL ----- '- Name:.j,,,,ph -p- -cogber Jr___ Company:_J_P.Macomber-& Son Inc . Box 66 d. Address ----------------- be (1Pnt�ry, lle�Mass . -02632 C 1 1 Phone: 508-775-3338 '� THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANT COS :ownSewer : & SON, INC. ools•Leachfields & Installed Connections erville, MA 02632-0066 775-6412 Commonwealth of MOssachusettS 22 Executive Office of Environmental Affairs Department of iEnvironmenta.1 Protection William F.Weld Trudy Coxe •• . S.u.t.ry,EOEA oavla B.svuh5 cA„unlu:w�.r. SUBSURFACE SEWAGE-DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address:R4.B. Clarke • - Address of Owner: Date of Inspection: `12/4/95 (If different) Name of Inspector: Joseph P MaVmper Jr. �orppapy Name, Address and Telep}one um er: YY MMacomber & Son Inc. Box 66 Centerville-,Mass . 02632 508-775-3338 CERTIFICATION STATEMENT 1 certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on•site s wage disposal systems. The system: is Passes _ Conditionally Passes _ Needs Further Evaluation By the Local ppro ' g Authority Fails � ^ Inspector's Signature: Dale: loll—ql The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C,or D: H :zy PASSES: ave not found any information which ;ndicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. failure criteria not evaluated are indicated below. B) SYSTEM CONDITIONALLY PASSES: l)® One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not) AD 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 �U approved by the Board of Health. �. (revised 0/15/95) 1` One VVlnter Street 0 Boston, Massachusetts 02108 • FAX(617)55$-1049 • Telephone (617)292.5500 SUBSURFACE SEWAGE DISPOSALpSYSTEM INSPECTION FORM PART CERTIFICATION (continued) Property Address: 370 North Bay Road r Osterville ,Mass . ` Owner: Clarke R.B. Date of Inspection: 2/4/9 5 B] SYSTEM CONDITIONALLY PASSES (continued) in the x is due to broken or obstructed Ali al backup or breakout or high. static waterlevel distributionobserved The sysdcembwill pass ution o inspection if(with approval of he dL pipe(s) or due to a broken, settled or uneven Board of Health): _ broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced ng more than four times a year due to broken or obstructed pipe(s). The system will pas ,Up The system required pumpi s inspection if(with approval the Board of are broken laced obstruction is removed Cl FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: - Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) ETERMINES T THE SYSTEM IS NOT FUNCTIONING IN A MANNER SYSTEM WILL PASS UNLESS BOARD OF HEALTH D THE ENVIRONMENT: WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AN d19 Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. ° gfi LIER, IF APPR 2) SYST EM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC PUBLIC HEALTH AND SAFEOTY AND DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE ENVIRONMENT: The s\°stem nas d Jet)IiC ld daurpliull sy5U:n1 iw.d li\\ilhil'i 1'Jv f2ci iu a surface \later ilk ill* )u'iu supply Cr ir:buia�j tC � surface water supply. Grp tank- and soil absorption system and is within a Zone I of a public water supply well. The systenl has a septic il absorption system and is within 0 The system has a septic tank and so nd soil absorption system and is less than 100tfeetbut 50 feet t l or more fromlla private water ,t/ The systen, has a sep�lc tank a • l water analysis for coli(orm bacteria and volatile organic compounds indicates that the well is supply well, unless a wel he f ammonia nitrogen and nitrate nitrogen is equal to or less than 5 free from pollution from that facility and t presence o ppm° D} SYSTEM FAILS: _ R 15.303. The basis I have determined that the system viola r m The s ooardrof Health shoulde of the gbe(contacted lure criteria determine rwhat wn 310 ill necessary to correct for this determination is identified halo the failure. . Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. (revised 8/15/95) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: R.B. Clarke s ' Owner: 370 North Bay Road Osterville ,Mass . - Date of Inspection: 12/4/9 5 • , D)SYSTEM FAILS(continued): • VA Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. &fi Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. 4. Required pumping more than,4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped A t%ny 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. �i 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. [l� 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 for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: 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 safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply #19 the system is within 200 feet of a tributary to a surface drinking water supply 4Cfi the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area (IWPA) or a mapped Zone II of a public water supply well; The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information, 3 (revised 8/15/9S) l 0 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 370 North Bay Road Ostevville ,Mass . , Owner: R.B. Clarke • Date of Inspection: 12/4/9 5 Check if the following have been done: Pumping information was requested of the owner, occupant, and Board of Health. ZNone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates di I;ur 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. ZThe facility or dwelling was inspected for signs of sewage back-up. the system does not receive non-sanitary or industrial waste flow , The site was inspected for signs of breakout. II system components,Ucluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or Zes, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. he size and location of the Soil Absorption System on the site has been determined based on_existing information or • a roximated by non-intrusive methods. The facility ov.ne, (and occupants, if different from owner) were provided with information on the proper maintenance of Sub. Surface Disposal System. Recommendations 1 . Downspouts from the left rear of house are running into the leaching pit that handles the sewage waste from the boat cottage.. Separate leaching facility should be installed for the downspouts. (revised 6/15/95) 4 • r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 370 North Bay Road Osterville ,Mass . Owner: R. B. Clarke Date of Inspection:12 4/9 5 PLOW CONDITIONS RESIDENTIAL: Design flow: 55© >zanons Number of bedrooms: Number of current residents: Garbage grinder (yes or no). Laundry connected to system (yes or no): Seasonal use (yes or no):.m Water meter readings, if available: I D� S " 6y�'�y t Sp rIK!tC,�r,N �s 9�twt Last date of occupancy: COMMERCIAUINDUSTRIAL: Type of establishment: )ff Design flow: AA Grease trap present: (yes or no)A9 Industrial Waste Holding Tank present: (yes or no)_A) - n-sanitary waste discharged to the Title S system: (yes or no)A ater meter readings, if available: lUW Last date of occupancy:_ OTHER: (Describe) NA Last date of occupancy:- k)W GENERAL INFORMATION PUMPING3F90111? and source of information: System pumped as pan of inspection: (ye, or no)�. If yes, volume pumped gallons Reason for pumping: TYPE Of SYSTEM Septic tank/dxc�-box/soil absorption system . A Single cesspool AM Overflow cesspool t=- . AJA Privy W Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) APPROXIMATE AGE of all components, date installed (if known) and source of information': cage odors detected when arriving at the site: (yes or no) (revised 8/15/95) 5 0 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C. SYSTEM INFORMATION (continued) Property Address: 370 North Bay Road Osterville ,Mass . Owner: R.B. Clarke Date of Inspection:12/4/9 5 a SEPTIC TANK:.L/1Sb0 , (locate on site plan) Depth below grade:] f&�' ` 0 44 Material of construction: ,concrete _metal _FRP—other(explain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffler Scum thickness:'Tj-.4 IX Distance from top of scum to top of outlet tee or baffler Distance from bottom of scum to bottom of outlet tee or baffle: t' Comments: ` (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Pump septic tank every 2-3years :Inlet and outlet tees are structurally soun ; beptic Manx is structurally so—un—U anct, 1� shows no suns of ieakage. -No repairs are needed at this time. GREASE TRAP:A (locate on site plan) Depth below grade jA Material of construction:Aconcrete _metal _FRP—Other(explain) Dimensijons:—LAJO • Scum thickness: Distance from,top of scum to top of outlet tee or baffle:, Distance from bottom ni crom tn bottom of outlet tee or baftle:m_ Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth.of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) m an)-e-, a t y , (revised 8/15/95) 6 r 7 SUBSURFACE SEWAGE DISPOSAL,SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION.(continued) Property Address: 370 North Bay Road Osterville ,Mass . Owner: R.B. Clarke Date of Inspection: 12/4/9 5 • TIGHT OR HOLDING TANK: • ' (locate on site plan) • Depth below grade: Material of construction:/Aconcrete_metal _FRP—other(explain) 419 Dimensions: AM Capacity:_ allons Design flow: NA gallons/day Alarm level:_ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) AhAe e_ � I DISTRIBUTION BOX:J &*. . (locate on site plan) Depth of liquid level above outlet invert: tbA ' Comments: (note ii level and distribut.w. i.,equal, evidence of solids carryover, evidence of leakage into or out of box, etc. !\9 e►J� PUMP CHAMBER: F (locate on site plan) Pumps in working order.(yes or no): Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) �I0IJ`Q� (revised 8/15/95) 7 i _ JVYJVf�I A\.\: JL\.AVL VrVr/\L�rr•r.r• •..r•r\...v.• •v.u.• / PART C SYSTEM INFORMATION (continued) Property Address: 370 North Bay Road Osterville ,Mass . Owner: R.B. Clarke Date of Inspection:12/4/9 5 SOIL ABSORPTION SYSTEM (SAS):, (locate on site plan, if possible; excavation not required, but 0 ay be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number: leaching chambers, number: s leaching galleries, number: u leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Commen ;(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.)Medium• sand to ine sand;No signs of hydraulic faiure or ponding;All vegetation is normal. ; 110 repairs needed at this time , CL I-1OOLS: NWUf- (locate on site plan) Number and configuration: , Depth-top of liquid to inlet invert: Depth of solids layer: _ Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Commentl (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:4&e, (locate on site plan) Materials of construction: Dimensions: Depth of solids: V.4 Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) .tJJf (revised 8/15/95) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 370 North Bay Road Osterville ,Mass . Owner: R.B. Clarke ` Date of Inspection: 12/4/9 5 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' _ Town Water o DEPTH TO GROUNDWATER_._- --- ......... .. . .....:........_......__.- _.._—_...__�._� Depth to groundwater. L3 r feet method of determination or approximation: ed . at 12 , when system WAR inet.a11art (revised 8115195) 9 T 'T.11TIT-Rt'lC�TTl�.f:T:�S.TI�'T.f'.T...�.T:':i�'T�TI:TST..�"Jf:Z I:T�TC.�..� ... ...�.. _ ._ .. _^.. -. �"IT��'TT.rTT.TT.I'-•.•, TOWN OF Barnstable BOARD OF HEALTH F SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION ._. F•••rf•s-r••.-::T--.:r-^.--irrT•r.:rr:—r.'.—Tr.-rr..•T'r.•:r':.--=.-sr..rr-r-t+r.*.r_.—rsrr-:sue _ — ._ ssm r.'rmrRrrtrrrrr•nn•.�rrr•r.•�r•- -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 370 North Bay Road Osterville ,Mass . OH ASSESSORS MAP, BLOCK AND PARCEL # Q�I d� OWNER' s NAME R.B. Clarke*� PART D - CERTIFICATION NAME OF INSPECTOR Joseph P. Macomber Jr. . COMPANY NAME J.P.Macomber & Son Inc . COMPANY ADDRESS Box 66 Centerville ,Mass . 02632 Street Town or City State LIP COMPANY TELEPHONE ( ) - FAX ( ) � 508 'LZ5 3338 508 790 - 1578 _R CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at this address and that the information reported is true , accurate, and _ complete as of the time of :inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check one: Xx)XXSysteui PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public Health or the environment as defined in 310 CMR 15 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection which I have conducted has found that the system fails to protect the public health and the environment in accordance with Title 6 , 310 CMR 15 . 303, and - as specifically noted on PART C - FAILURE- CRITERIA of this inspection form , _ Inspector Signature 12 /4/95 Date One copy of t}iis c t.ification must be provided to the OWNER, the BUYER ( where applicable ) and the BOARD OF HEALTH. * If the inspection FAILED,_, the owner or " ' erator shall u d within one year of the date of the inspection, unless allowed ort required he m otherwise as provided in 310 CMR 15 . 305 . -- nart-A -A-- V �w 'k � Z Ln SS .tip THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT 4 Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title r CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. June 8, 1995 Acting Director of the ' •ion of Water Pollution Control TOWN OF BARNSTABLE LOCATION � � ��% SEWAGE #,9a �7 VILLAGE ASSESSOR'S MAP & LOT 1 / I INSTALLER'S NAME & PHONE NO. COO Fw;S �10 a`< SEPTIC TANK CAPACITY %5 LEACHING FACILITY:(type) .Z /0610 (si26 NO. OF BEDROOMS LAZ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER [^ DATE PERMIT ISSUED:�I'/'j�/�/ � DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No 6,�r i No.__ �l Fps........ .._............ THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appli:ration for Dispasal Warks Tonstrurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair (�j�an Individual Sewage Disposal Systemat• ................ ............---- -- - . L ation-Add ss - or Lot No. - .... 2 ' �.................................................... ................ _.-.-._..•-- ............................. Owner Add r o� -y�0 a ........... �' s:.......--•--•-•.................. ......�s.jr.........•......... .1 �_----- ---- -----�-----=--.. Installer Address � Type of Building Size Lot___________________________S q. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Otherfixtures ----------•-----•-•---------------•-•--•-------••----....---•-•-•---•----- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. W . Septic Tank—Liquid capacity..........._gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area._:................sq. ft. Seepage Pit No--------------------- Diameter-______-_______._.__ Depth below inlet_..................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by______________________ .... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Grq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' •--•-----•-•----------------••------••---.........•----•------•---•-----•-•-•--••-••----------------......................................................... 0 Description of Soil...............................................................................:........................................................................................ x �., -•------.. W ---------------------- ••---------- ---••--•-=•------ U Nature ofYepairs or Alterations—Answer'when applicable.--____ __—___�27e ......... �..�_...._:_.__ •-•s --. — Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complia e as b board of h- lth. —'(2 tgned - ------------ ----------- --- ....... -------- --�--------------........... o Date Application Approved BY --------------------------- -----/��l ....Date Dare Application Disapproved for the following reasons: ----------------------- ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------ -- --------------------------------------------------------------- ------ ------------------------------------------------------------------- --------- --------------------------- Date Permit No. ..... 3;f-. .................... Issued ............ - - P~�� Date Fps. o THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1 TOWN OF BARNSTABLE Appliration for Disposal Vorks Tonstrnrtion Permit Application is hereby made for a Permit to Construct ( ) or Repair ( 5,)i1n Individual Sewage Disposal System at: ---...? �_..__ .... ..........e ------------ ----------- �.. - _=- la............................................ Lo lion-Addr s or Lot No. ..........�J...r�_._..ela� :-x-�----------------------------•--------.._............ ................. .........................................................................-- Owner ,J Address r nos/ ;!r `.. 3 — ------- Installer ddress d Type of Building Size Lot.....:......................Sq. feet U' Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—Type of Building No. of persons____________________________ Showers — Cafeteria P4 Other fixtures ............................................. w Design Flow............................................gallons per person per day. Total daily flow............................................gallons. x Septic Tank—Liquid capacity.....�.....gallons Length---------------- Width................ Diameter___ _ ________ Depth................ Disposal Trench—No_____________________ Width.................... Total Length .............. Total,Total,leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet!.j�_�?'�:`_ Total•leach�ing�{areta.__.._____________sq. ft. �.b z Other Distribution box ( ) ,- Dosing tank ( ) ' Percolation Test Results Performed by.......................................................................... Date -= Test Pit No. 1................minutes per inch Depth of Test Pit.....................Depth to:j d water........................ f14 Test Pit,No. 2................minutes per inch Depth of Test Pit__._._,.;.; ""` Depth to ground water-------_................ . ,.�--- 9 ------•------•--------------••------•••----•-•-•----•••--------......-----------•----------------•--......................................................... 0 Description of Soil...............................................................................---------------=........................................................................ x w U Nature of Repairs or Alterations—Answer when applicable...... /1 /— :__.�a �.______.__; �__J_____._____Gf-�_.. X� 75r��-�__________________________________•-•----•-••-----------------•------------------_,__-•---•-,__--•--•---•----•----___ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code g The undersigned further;agrees not to place the system in operation until a Certificate of Compliance has been ed,by t oard of health." Si ed---- -- -- ---- - ---- . ''� -- .�,.. t _ --:. --- ----- ------- -�•----.---.-...-..-- Application Approved By ----- ------------------------------------------- -;--s---- - �----- I Date ' Application Disapproved for the following reasons} ..r---------------------------------------------------------------..............................................---------------------- 4 P ......................................------ -- -------------------------------- ----------------------------------------------------------------------------------------------------------------------- -------- -------------------------- ^ '1t �Permi batetNo. �`` /a �9� �� Issued ---------------- M L THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -, TOWN OF BARNSTABLE ■/`per Cfer#tftettte Df C�ontylia ire THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......... -� ` � � ....-... .................................................. m.. -------------------------------- -- / at ; �� � 7 --- -- .. Inst let �( l --------------------------------------- has been installed in accordance with t e pr visions of 11TLE #The S te�Environmental Code�s d�ribeed i�� the applifaion for Disposal Works Construction Permit No. ............. ......``/-.�-.�... dated -- 0 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED S A GU R�ANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................ ..':..��1 - ...... Inspector ....... :.................................----------_-- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE a No......................... FEE..J a.......... Disposal Vor (urns urtion Permit Permission is hereby granted:___.__, __l.. to Construct ( ) or Repair (/,4--an Indiv_idual Sewage Disposal System at No............ !_.�`/....---_- .....................Street _ Street �,/ �y as shown on the application for Disposal Works Construction Kermit .�.t'�)1a ..... ..................... / may, :....... ---•--- - Board of Health DATE........ / / .... FORM 36508 HOBBS&WARREN,INC.,PUBLISHERS 6 7J CO C-A T ION � S E W A GE PE P M I T NO. VILLAGE INSTA LLER'S A Ill E A ADDRESS �I-k UILDE R OR , OWNEI! DATE PERMIT ISSUED �` � �-z_ .DATE COMPLIANCE ISSUED ,. C el ,. 0 G 7.0 N��,�.r FE ......... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ..........................................OF......................................................................................... ApplirFation for Dispas al Workii Tomarurtinaa 11amit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage,Disposal Syste'm/at: ......./!lY.r • ...Or � 912.-Z.C�......................... ...........--......................:--------------•-----.....---------------- ------•-------•- � o,catiou•A e s I or Lot No. t� OwnEr ► dress -•-----•••-----------•-•. ............................. Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms........._ .. _____Expansion Attic { ) Garbage Grinder '4 Other—Type of Building ............................ No. of persons............................ Showers — Cafeteria Q' Other fixtures ............................----•----•- . W Design Flow..•.._.. _ _. gallons per person per day. Total daily flow......_14. 1r_ gallons. g �-----------------------g P. P P Y• Y WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter_--_--_______.__ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •--•------------•----------------------------•......-------•----•--•----------------•--•------..........----•-----•----------•---•-•---•....__._....------.. 0 Description of Soil.............................. .........-------=-•--......-•----------------------------•--•----------------------•----------------------------------------------_----. V -------•-----•-----.---••-•-----------•-•----•--•--------------•---•-------------••------.-.----••---•-•----•---•-----••----•-•------------- -•--------------------- W .................... "------ ......................................................................... ............ - f'^.........-. .................................... - -V Nature of epairs o Alterations—Answer when ap 1 _ __._ -_-_ ... .� V -----.-_! Agreement The un ersigned agrees to stal e a oredes ndividuai ewage Disposal System in accordance with the provisions of LITU 5 of the State Sanitary C e—The undersigned further agrees not to place the system in operation until a Certificate of Cbmpli'ancp has been iss d b he oard%o ie�alCth.�,� Si d- - C' ..fir.✓! -------------------- /Da ........ Application Approved BY --------- � te ......-- Applica.tion Disapproved or he following reasons:--•-•-......----•-•----•------i'?_ ------------------•-....-----•-••--------------------••-•-------•-----.......-•----......--••--------------------------.....--------•--•--------••---------------------------••-------•---•------------- Date PermitNo......................................................... Issued-....................................................... Date 970 Note . ........................... THE COMMONWEALTH OF MASSACHUSETTS J BOARD OF HEALTH ............................... ......OF........................................ Apptiration for Disposal Works Toustrurtion Prrutit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal. System at: 0R.et............................ .................................................................................................. i;n•A e.ef /or Lot No. _e4. .. .............. ................... ..........0-3--re,-ekZ. ....................................................... Aff Ownqr ,Addrc!ssl,, ....................................... .......... . . ...................................................... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms... --------------------------------Expansion Attic Garbage Grinder A4 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria 04 Other fixtures ................. ell es ......... ................................... ....................................... .... .................................. Design Flow........ . ....:.................gallons per person per day. Total daily flow..._...... .. ---------------------------gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width.................Diameter--.__-__-_-_---- Depth___--__---__-_-. x Disposal Trench—No..................... Width_....__............. TotalLength.................... Total leaching area....................sq. f t. Seepage Pit No..................... Diameter..........._.__..._. Depth below inlet.................... Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by........ ................................................................. Date..........::............................ Test Pit No. I................minutes-perinch Depth of Test Pit.................... Depth to ground water------------------------ 44 Test Pit-No.-'2................ per er inch Depth of Test Pit_............._..... Depth to ground water..._..___....._......... Ix -----------------------------------------------------------*................................................................................................. 0 Description'6f Soil............................. .............................................................................. ............................................................. U ......................................................................................................................... :. ... --------------------*---------------------------------- .................. .......................................................................... ............. ............................. ajr U Nature ofrepors o —Answer when . .... .jAlterations app 51 ... ... ........... . ................ .... .......................................................................... ......Z...... ... ....... ..................... . ............................ A gr eement: The unde'rsig'n'ed agrees to insta e a oredeE;c�' b6—Individual ewage Disposal System in accordance with the provisions of T I TIZa 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate off Certificate has been issuedb he and ealth. YJ V ... .... .......................................... ...... ........ Application Approved By. ... .... ........................................................................... ........ Date 0 Application Disapproved r, e following reasons:.............................................................................................................. .................................7....................................................................................................................................................................... Date PermitNo............................................................ Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF .....................OF.. .................. ...................................... Trrtifiratr of Tompliatur TIM I CER�F Y, That the Individual Sewage Disposal System constructed (I r or Repaired y b Azy ........... - --------------------------------------------- ----------------------------------------------------------------------------------------------------- Installer L. .. ..... ................................................................................................................................................. has been installd"'�i accordance with the provisions of TITIE �'_AfThe State Sanitary CodeZs scribed in the d. application for '.posal Works Construction Permit No.. ... dated 0 eo�--5/ VZ— r_ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU A GUARANTEE THAT TIIt—� SYSTEM W,�LL UNCTION SATISFACTORY. DATE...Z1[1'fi.................................................... r Inspector........ .... --------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD H ......;...............OF... .......................................... No.................. ..... Z;W FEE. L ....................... Permissionis reby granted....... ...... ---------- *--- --------------------------*------------------------------------------------------- ........... to Constv r 2epair Individual Sewage Disposal System .... ........... ............................................................4.1-4....... ........... at No------- W_- V. Street as shown on the app Lb/n for Disposal Works Construction Permit N ated ........... ................. ........ ................................................ Board of Health DATE......................................... ........ FORM 1255 HOBBS & WARREN. INC., PUBLISHERS GENERAL NOTES . 1. ALL EXTERIOR WALLS SHALL ' - ✓: .i :„;- - • 1:. _ BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. .r _ _, ... - .. - .,r� _ 2.ALL INTERIOR WALLS SHALL BE 2A @ 16"O.C.UNLESS OTHER WISE NOTED - 3.CONTRACTOR SHALL IFY ALL WINDOW ROUGH OPENINGS S • a. -- --- : ;.. �, , .. -5 - - '. :- ,,i, PRIOR TO ORDERING WINDOWS. • - - - �' + �" 4 CONTRACTOR SHALL VERIFY 52'-0° ,.K`. _ . 28'-Out 1"o ; 1, ALL DIMENSIONS PRIOR TO - (NEW ADDITION) - - - (EXISTING) - - « CONSTRUCTION. CONTRACTOR `- ` * - - - y - `• - ASSUMES RESPONSIBILITY FOR ` •- 3';r _ - - - ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ' - - 13'-2° 10'-10„. .. i_« ... .. .. - i y;l THE ATTENTION OF THE, ._ -- a • _ I. �. ,I DESIGNER. r f I� y — ------ ------ I� A.4 NO. REVISION DATE k R y is A.6 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY .. .. m > , s_ RESERVES ITS COMMON LAW h • t , .. D I I I - 1 g - - - - - _ :+, - `. THESE PLANS ARE NOT TO BE GARAGE SLAB„ - ———- PROVIDE>i5 REBARS @ - • - REPRODUCED,CHANGED OR r t - - A.6 I I I - I I : _ 12°O,C.VERT. IN NEW ? E * COPIED IN ANY FORM OR MANNER 4'CONC.SLAB ON 10 MIL 4'CONC.SLAB ON ID nIL FOUNDATION WALLS TO - - - ' w - 'I �• VAPOR RETARDER I I VAPOR RETARDER I I - TIE INTO EXISTING CONC. •ti WHATSOEVER WITHOUT FIRST - - .. _ - - .- •a_.n - - ,' ♦ ..' 1 -EiACKFILL WITH CLEAN EIACKFILL WITH CLEAN I "' WALLS.'TYPICAL _ - OBTAINING THE EXPRESS WRITTEN 'COMPACTED FILL I. I COMPACTED FILL I BREEZEWAY- - - " ' , _ f - PERMISSION AND CONSENT OF • _ _ - 1 I I I .I -I I. R� - -• . ' ON 10 n. -- o- ' NORTHSID E DESIGN ASSOCIATES. V PO RETARDER PCOTCTIO BOLTS I IL JOINT CTREARLY M LEAN PIC PACTED LLEMBEDMENT BUILDER.____ _ -- I/4" PLATE. PERFOOT WASHERPITCH 1/e w I TOWARD5 DOORS I . I A , A.a r N DESIGNER: NORTHSIDE I t � (_ I I I I ;{�� • _ . DESIGN E I I L ----- ® ASSOCIATES DROP TOP OF WALL 12" I I I , : E z` ' y .. _ AT DOOR OPENINGS' A6 ~ _ DISTINRNE RESIDENTIAL&COMMERCIAL DESIGN _ y --J L------ ., ——— —_ PROVIDE 15 REBARS @ r � 141 MAIN STREEf'YARMOIfrHPORT•MA 02675 12'O.C. VERT. IN NEW., 'I - 1 N FOUNDATION WALLS TO t ',. - +' -- _ } (50B)362-2210 ISM)362-9B02 ———— — ——— TIE INTO EXISTING CONC. ' - '- NORTHSIDEDESIGNXOM T APRON — —cokc _ B WALLS. TYPICAL , _- _ ' , NORTHs1DE1@coMCAST.NET E A.4 ; A.6 0 : ER s- CTURAL ENGINE a _ OR N LLC -- -- ---- ------ --"-� to to T.. _` ,. .. ,_ - ROPOSED FOUNDATION NOTES: . . . `. BURTON 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'-5000 Psi, - 24--0" - 8'-0° '' +` �. -� : - '- _ GUEST HOUSE W/2@#5 BARS TOP t BOTTOM. FOUNDATION WALL TO BE ON 24'.12°D. STRIP FOOTING. PROVIDE 3@ u5 HORIZ. BARS CONTINUOUS IN STRIP . _ i 370 NORTH BAY RD. FOOTING W/KEYWAY. PROVIDE#5 VERTICAL DOWELS @ 24" O.G. 32'-0' 1 28'-O't - - � - 70 NORTH B R EXTENDED 3'-6" MIN.ABOVE TOP OF FOOTING. PROVIDE%'ANCHOR (NEW ADDITION) - (IXI5TING) - „ r A. BOLTS @ 32'O.C. MAX. MIN.7° EMBEDMENT W/3'x3"xY4' PLATE WASHER. - 2. CONCRETE.SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL PROVIDE CONTRACTION JOINTS P DEEP AT COLUMN LINES. CUT W/ 1t�' 1� " /� 1�'r "EARLY ENTRY"SAW. �� F O U N D A T I O I V_ I- /'1 I V �i. I x TITLE: /� 3. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN FOUNDATION 4'-0" MINIMUM COVER. - - F PLAN 4. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL ^-, -p „; • ,: < (, .` - ."'�F• _ COLUMN5. PROPOSED AREA 5. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY c - - - SCALE:116°=P-O" MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO _ EXIST,GUEST HOUSE 743$F THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE 4. EXIST!COVERED PORCH 194 SF CONTRACTOR. • - - WALL KEY -. TOTAL EXIST.AREA 937 SF • _ -. 6..GARAGE AND OTHER FILLED FOUNDATIONS: 10" POURED CONCRETE WALL W/2@ R5 TOP AND BOTTOM BARS. FORM EXISTING WALLS GARAGE/STORAGE 624 SF _ PROJECT#I SHEET FOUNDATION ON 24"x12°D. STRIP FOOTING, PROVIDE 26#5 CONTINUOUS � � - - � "` � COVERED BREEZEWAY 160 SF - 5 HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO -� WALLS TO BE REMOVED TOTAL`PROPOSED AREA 784 SF - •_ 18-19 A,O MAIN WALL BARS. PROVIDE TPAN51TION REINFORCING W/u5 BARS - ` A, « SPACED @ 12"O.C. VERTICALLY. PROVIDE 46°x 12" ANCHOR BOLTS @ 36" �/ PROPOSED WALLS TOTALAREA 1721 SF c O.C. MAX. MIN. EMBEDMENT W/3°x3-A4 DATE: PLATE WASHER. FOR CONSTRUCTION. Or 2/28/19 9 GENERAL NOTES 1. ALL EXTERIOR WALLS HALL BE 2x6 @ 16"O.C.UNLESS _ - - - OTHERWISE NOTED. +L.:.. - - -- t s. 2.ALL INTERIOR WALLS SHALL , E2x4@16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS •+ .._ - " e%^ ''�. ` PRIOR TO ORDERING WINDOWS. • 32'-0° i - ,__28'-o"d 4.CONTRACTOR SHALL VERIFY (NEW ADDITION) - - - (EXISTING) - .. _ - _ ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR _.24'_On - B�_On. - '• ''�, - - " " - -. .. ASSUMES RESPONSIBILITY FOR ANY MISSING OR • • : ;, _ k r" - �` .. a Fa- INCORRECT DIMENSIONS OT BROUGHT TO . 5'-5" - 13' 2° 61-5° _ - - THE ATTENTION OF THE - - Fps - DESIGNER.TI n -i-------------------------25 5�-------- / I it NO. REVISION DATE t �•. .' . . 5 © COPYRIGHT Lam____-- ____ _________y r— ".____ _____',. - � '. _ - NORTHSIDE HEREBY EXPRESSLY �Y — - _ _ _ RESERVES ITS COMMON LAW COPYRIGHT. 5 s THESE PLANS ARE NOT TO BE . REPRODUCED,CHANGED OR I COPIED IN ANY FORM OR MANNER . , • 13'-43/4 _ +.. I0'17y4 :. y.®® i , � WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ATTiq. �� B EQEkIAY - - � - - n'` PERMISSION AND CONSENT OF - IACCE551 - i. - - I-ABOVEI - C (LING TO BE r I BULKHEAD�� ' NORTHSIDE DESIGN ASSOCIATES. 8 AD BOARD KITCHEN DINING j LIVING + BARREL - BUILDER:PROPOSED PR VAULT STO GE '., - WOOD FLOOR. - - I INSUL. Ar. --� WAY 4 I I SLIGHT EDRAL 3 1 �'�-' PR B E E A 306E C E E ARCH '.I CLG. I - - W/D _ _ ..I ..... .. I IN5UL.20 , W/ AVE S OR ABOVE — I I- •n.�.} - A.4 - Im i..... .... .I .. MIN. DR.. i BL ESTO ECAP — 1 - + t�v � � ry .. A ' s' �` I I J suGHT —--—— —— i R' NORTHSIDE I DESIGNE CL. CATHEDRAL j CLG. DESIGN I � O IA ASS C TES I - _ / \♦ � -- - � DISTINCENE RESIDENTIAL&COMMERCV\L DESIGN / r.____g __ - --. 1 9070 OHGD /_ \� 1 141 MAIN STREET•YARMOUfHPORT•MA02675 1 , n HALL BEDROOM' -. - _ _ _ __a=�-=-�__a=�=�=_ _ I I .. 1 1 - -sRoz - _ __¢. _ _ _________ __________ _ i - : _, _ 3622210 (5031362 508 F � IE��� NORTHSIDEDESIGN.COM u u u u u - u u —E II--U BATH 41 1 I NORTMSIDE3@COMC45T.NEf LOR cL. I j STRUCTURAL ENGINEER: . y _————————————— a r A ��� 'GN LLC _ COVERED PORCH TA BRICK I- 4 ( ) ' I F _ ` y v ° n ROPOSED '4 ' 6 BURTON GUEST HOUSE 32-0° - k - 't7 28'-O°m _ - '• 370 NORTH BAY RD. - --- - - - s _ , (EXISTING) - - ---. - � a .' OSTERVILLE.MA. (NEW ADDITION) —..— FIRST FLOOR PLAN TITLE: FLOOR PLAN PROPOSED AREA EXIST.GUEST HOUSE 743 SF SCALE:1/8"=1'-0" EXIST.COVERED PORCH 194 SIF WALL KEY TOTAL EXIST.AREA 937 SF 0 1 2 4 8 0 EXISTING WALLS GARAGE/STORAGE 624 SF PROJECT#: SHEET WALLS TO BE zerovEp COVERED BREEZEWAY 160 SF - 18-19 A° TOTAL PROPOSED AREA 784 SF PROPOSED WALLS w TOTAL AREA 1721 SF FOR CONSTRUCTION DATE: OF '" 2/28/19 9 Q y\NELL FAR ROOF OOF RUNOFF NAr HOt rue Harold S G.eneen V \! II III F'IIIN D III II I I II na�gp\a/--►e�r x _`x`bi -�a rv\ra�p i�� 16601458 '47 WN 86 4 n Poe &Ras F e/nes 0 i�0 ' N`t\o73 . C H) coNc t\ O Zone A13 IC Pcirceo' n Elev 12.0 \ 53,200-+SF ' � Y ' I I�,►-Top of o I astat Bank '.I Q , �. j .I_ "I PRAR / • �• Proposed IOx 45' IM O^ I II Lap Pool P-stage 0— • I I 1 I I I ,Asphalt Dr I Pro osed House 150 Envelope R Rai \ .. I _ 15 V Staffer 1 c) stage & Exist. Patio a •i \ 44' SEPTt c 't ANK ®wAh-R\ a \Stone WaII to Q Seo P vED C- 'RemainupoV's o-oo�c t 1 I I \ Pa / yz a \ PRIMAtoo R[�SERY / \ Proposed \ ISO - jt oa \ Patio 13 - J See S E 3-1870 House t� O For Boat House O \ \ RIM- — — ,� C 67U-t4O V E \ -012 L8/b,+! 1 Exist.Patio to —g 296.24' (to CB%bH)\ - Ce�p Wdl Remain O n . . 368.*' S 88 23'48" W Relocated Guest \ DR4 WELL FOR House �- \` V�iD H\ CO RooF RUN OFF ` o N/F l John F. Beatty M Tr Zt4 t „ \ I I: \ \ 5 I l ctf 115957 Minimum Lot RequirE PE SU IVALN `A LAN VIEW Frontage : 20 o NO. 29733 4 P 02 Width 125 C1yil - 9�GJS7�P``4 SCALE : I"=30' � i Title: PREPARED BY PREPARED FOR: -I o Mark H. Burton o OVERALL SITE PLAN Sullivan ]Engineering, Inc. C��p���i� North Bay Road Realty Trust W � A T I PO Box 659 PO Box 718 c% John Con a th an 11 Osterville, MA 02655 Hmnnls MA 02601-0718 370 NORTH BAY ROAD — 9 Parker Road -- (50,9)421--3344 (5W)428-3115 tbx (508)790-7902 (508)79t}-7905 fox Os t ervill e, MA 02655 OSTERV I L LE , M A PsullPEOhol.com capesurvOcapecod:net 0 30 0 15 30 60 120 Field: RRL/RIM Draft: RRL Date: . Scale: '.�- CoMP.: RRL Review: April 21, 1998 1"=30' x Proj. # C-282 Drawing # C28: �� it j GENERAL NOTES 1 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ;! BE 2z4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY 72 ' ALL WINDOW ROUGH OPENINGS 5p I PRIOR TO ORDERING WINDOWS. 31.31 CUSTOM CUPOLA i 4.CONTRACTOR SHALL VERIFY C - ALL DIMENSIONS PRIOR TO B CONSTRUCTION. CONTRACTOR COrIT.RIDGE A.4 ASSUMES RESPONSIBILITY FOR VENT(TYP.) ANY MISSING OR INCORRECT PROP.ROOF SHEATHING 12 'I DIMENSIONS NOT BROUGHT TO Air iTLFTG�SHINGLES 5� _ Q5 i THE ATTENTION OF THE DESIGNER. $ CEDAR ROOF SHINGLES I A.5 - WHITE ALUMINUM GUTTERS(TYP.) IxB FASCIA(TYP.) Ize DOOR HEAD TRIM ® I ® ® I NO. REVISION DATE N Iz6 DOOR TRIM I v IF j j 1-1 LlF- © COPYRIGHT -------- ElI �iS NORTHSIDE HEREBY EXPRESSLY - PROP. SIDEWALL I WHITE CEDAR SHINGLES I I RESERVES ITS COMMON LAW ®5' EXPOSURE AND - I I COPYRIGHT. WITH WOVEN CORNERS FIRSSI�FLRQp2 1 THESE PLANS ARE NOT TO BE TOP OF SLAB II��JI REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST ICASE Jr, rTYF7� I I $D SQ. COLUMNS v OBTAINING THE EXPRESS WRITTEN Ixb H�EADs I I PERMISSION AND CONSENT OF I 2'R.G.SILL I i b NORTHSIDE DESIGN ASSOCIATES. I I I I I TOP OF SLAB - ��-----------------------------------------------yi--------------� BUILDER: `-I------------------------------------------------1------------- L 32'-0' (NEW ADDITION) FRONT ELEVATION DESIGNER: NORTHSIDE ® DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOMHPORT-MA 02675 (5081362-221D (508)362-9802 12 - NORTHSIDEDESIGN.COM 5p A NORTHSIDEl@COMCAST.NET . 3'x3'CUSTOM A.4 - C:UPOLA STRUCTURAL ENGINEER: TAYLOR 2 DESIGN LLC 5p , ; - ARCHITECTURAL GRADE STAMP: ASPHALT ROOF SHINGLES r- TOP�PLATE— . .. — . IXIST.FINI5Hm WHITE ALUMINUM GUTTER PROJECT: Ize FASCIA(TYP.) PROPOSED WINIDOW EASING (TYP.) z6 HEAD *`° BURTON Iz6 JAMBS I v N 2'R.G.51LL GUEST HOUSE PROP.sIDEWALL 370 NORTH BAY RD. WHITE CEDAR SHINGLES Its .. ®5'EXP05URE AND �I I� FIRST FLOOR OSTERVILLE,MA WITH WOVEN CORNERS I I SUBFLOOR - . rl OIL ITOP OF SLAB I _ ——— — — — I — — — — — — — — — — — — — — — — — —I TITLE I� ELEVATIONS ' I I TOP OF SLAB I I D' SCALE:1/8"=1'-0" I. (NEW ADDITION) 0 1 2 4 8 LEFT SIDE ELEVATION r PROJECT#: SHEET p,j 18-19 A.2 FOR�COSTRUCTION DATE: OF 2/28/19 9 1 GENERALNOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 1 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 32'-0' 26'-Wt 4.CONTRACTOR SHALL VERIFY (NEW ADDITION) (EXISTING) ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR 24'-0- B'-O' ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO 5'-5' 3'-2' 6'-5• THE ATTENTION OF THE DESIGNER. r ---------- ------------------------- ---------- -I n A.4 NO. REVISION DATE I I _ © COPYRIGHT I i L- ___ ________ - NORTHSIDE HEREBY EXPRESSLY I Y RESERVES ITS COMMON LAW - I — —— COPYRIGHT. THESE PLANS ARE NOT TO BE I ®® I I I I REPRODUCED,CHANGED OR I IJ' \ I COPIED IN ANY FORM OR MANNER 13'-4�q 10'1%q ®® I I I I WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN I IACCE551 I B SWAY �O - I I '� �`�\ PERMISSION AND CONSENT OF I I ABOVEI I ClILING TO BE I NORTHSIDE DESIGN ASSOCIATES. ' B BQARD O c i i i KITCHEN I DINING LIVING E I•�BARREL PROPOSED PROPO D --- VAULT I m I \` BUILDER: GARAGE STO GE ——— I Aewe�l I WOOD LOOP • I........................ PR OSE f A i 3oba B E EWAY wiD 4 ARCH �1 mRAL I I C CRE E ..... .................................................... ...: INSUL.20 W/ AVE S OR i ABOVE A.4 m MIN.DR. BL ESTo E CAP DESIGNER: I sLIGIfT—� NORTHSIDE 1 ' cL. i C'�cLL i ® DESIGN — -- I I ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN oNGD / I 191 MAIN STREET`VARMOUTHPORT M A 02 675 HALL BEDROOM (50 81 362-2210 (508)362-9802 - I NORTHSIDEDESIGN.COM-------\- 8 8 BATH€€-g€- I I NORTHSIDEI@COMCAST.NET I ald) ----- CL. I STRUCTAYLOREER: DESIGN LLC STAMP: COVERED PORCH (BRICK) I I L PROJECT: 2'-0'L a'-0- 7'-7- 5'-5• PROPOSED 24'-W e'-0' BURTON GUEST HOUSE 52'-0' 2W-O't 370 NORTH BAY RD. (NEW ADDITION) (IXISTING) OSTERVILLE,MA. FIRST FLOOR PLAN TITLE: FLOOR PLAN PROPOSED AREA EXIST.GUEST HOUSE 743 SF CIO CALE:118"=1'-0" EXIST.COVERED PORCH 194 SF WALL KEY TOTAL EXIST.AREA 937 SF 1 2 4 8 0 EXISTING WALLS GARAGE/STORAGE 624 SF C==---� WALLS TO BE REMOVED COVERED BREEZE\NAY 160 SF PROJECT#: SHEET TOTAL PROPOSED AREA 784 SF 18-1 CJ A.1 ® PROPOSED WALLS TOTAL AREA 1721 SF FOR CONSTRUCTION DATE: OF 2/28/1 s 9 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16-O.C.UNLESS { OTHERWISE NOTED. w - 2.ALL INTERIOR WALLS SHALL BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. / 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS - J PRIOR TO ORDERING WINDOWS. 32--0' 261-0i; 4.CONTRACTOR SHALL VERIFY (NEMI ADDITION) (EXISTING) CONSTRUCTION. DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR - 24'-O' S'-0. ASSUMES RESPONSIBILITY FOR A.. ANY MISSING OR INCORRECT I DIMENSIONS NOT BROUGHT TO 13'-2' 10'-l0' THE ATTENTION OF THE DESIGNER. L E A.6 I , ---——————————— ---------- - 1 , NO. REVISION DATE E I I-� A.4 I I I I A.6 I I m © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW I r I I I I COPYRIGHT. D I I I I I ————— THESE PLANS ARE NOT TO BE GARAGE SLAB CRAWL SPACE r PROVIDE tt5 REBARS! REPRODUCED,CHANGED OR A.6 I I 4'CONIC.SLAB ON 10 MIL I I 4'CONIC.SLAB ON 10 MIL I I 12'O.G.VERT. IN NEW COPIED IN ANY FORM OR MANNER •- VAPOR RETARDER I I VAPOR �� I I TIE INTO I EXISTION NG CONICBACKFILL WITH . TO WHATSOEVER WITHOUT FIRST COMPACTED FILL I I COMPACTED FILL I I WALLS.TYPICAL OBTAINING THE EXPRESS WRITTEN 1 fir' BREE9ZE�WAY PERMISSION AND CONSENT OF I I c�CONTRACTION R Y S/B'ANCHOR BOLTS 61 ION IL VAPOR lttARDIER RTHSIDE DESIGN ASSOCIA NO TES. F 32'O.C.MIN.7• o- I I ENTRY sAw, TYPICAL I EMBEDMENT I IACTEDI F(LLON BUILDER: lu 3.3.014''PLATE I I [ TWAAR DO ORS PER I I WASHER I I .. I :....1..; ..L..............................................t.. 1...........................4.............. A ............................................................ I I I I A.4DESIGNER: I I I I I 1 NORTHSIDE I I I I I I DESIGN I I I I E 1 L 4----- cti ASSOCIATES . I I DROP TOP OF WALL 12' I I I " AT DOOR OPENINGS A6 DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN PROVIDE#5 REHABS® RMo — r 12'O.C.VERT. IN NEW 101 50R1367 3210 YA UTHSOBI361 9R026]5 —— FOUNDATION WALLS TO =————— — TIE INTO EXISTING CONC. NORTHSIDEDESIGNXOM CONIC. ` B WALLS.TYPICAL E APRON NORTHSIDE]@COMCAST.NET A.4 A.6 0 STRUCTURAL ENGINEER: TAYLOR DESIGN LLC I I STAMP: I I I I ® ® ® I ---------------------------J PROJECT: FOUNDATION NOTES: to-lo' PROPOSED _. BURTON I.MAIN FOUNDATION WALLS TO BE 10'POURED CONCRETE f.'-300o p.1, 24--0' e'-o' GUEST HOUSE W/20#5 BARS TOP 4 BOTTOM.FOUNDATION WALL TO BE ON 24x12'D. STRIP FOOTING. PROVIDE 36#5 HORIZ.BARS CONTINUOUS IN STRIP - FOOTING W/KEYWAY.PROVIDE#5 VERTICAL DOWELS B 24'O.C. - 32'-0' 25'-O': 370 NORTH BAY RD. EXTENDED 3'-6' MIN.ABOVE TOP OF FOOTING.PROVIDE%'ANCHOR (NEW ADDITION) (EXISTING) - OSTERVILLE,MA. BOLTS B 32'O.C.MAX.MIN.T EMBEDMENT W/3NWA!PLATE WASHER. 2.CONCRETE SLAB TO BE 4'POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS V DEEP AT COLUMN LINES.CUT W/ - ,'EARLY ENTRY' SAW. - FOUNDATION PLAN LFOUNDATION ICONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN � - 3. 4'-0' MINIMUM COVER. " PLAN 44.SEE NSTRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURALCOL -S. PROPOSED AREA SCALE:1/8"=V-0" 5.CONTRACTOR SHALL'Nor SCALE DRAWINGS FOR DIMENSIONS.ANY EXIST.GUEST HOUSE 743 SF ` MISSING, INCORRECT'OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE EXIST.COVERED PORCH 194 SF 0 1 2 4 8 CONTRACTOR. WALL KEY TOTAL EXIST.AREA 937 SF 6.GARAGE AND OTHER FILLED FOUNDATIONS. 10' POURED CONCRETE WALL W/20#5 TOP AND BOTTOM BARS. FORM - O EXISTING WALLS GARAGE/STORAGE 624 SF , PROJECT#: SHEET FOUNDATION ON 24..12'D.STRIP FOOTING.PROVIDE 20#5 CONTINUOUS COVERED BREEZEWAY '160 SF HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO C____-] WALLS TO BE REMOVED TOTAL PROPOSED AREA 784 SF 18-19 A�0 MAIN WALL BARS.PROVIDE TRANSITION REINFORCING W/#5 BARS - SPACED®12'O.G.VERTICALLY.PROVIDE W x 12'ANCHOR BOLTS®36' ® PROPOSED WALLS S TOTAL AREA 1721 SIF O.C.MAX.MIN.EMBEDMENT W/3'.3'xke PLATE WASHER, FOR CONSTRUCTION DATE: OF 2/28/19 9 �f i Project BURTON GUEST HOUSE 370 NORTH BAY RD. OSTERVILLE, MA 02655 0 34"x48" - in 01 c y GS Design Group Inc. MASSACHUSETTS 215 Onset Ave. P.O.Box 1200 Onset,MA 02532 Tel 508.295.2952 FILE NUMBER: Bathroom Plan Detail 'PROJECT)`!UMBER: 1 Scale: 3/8" = 1I- 0" SCALE: AS I`IOTED DATE: . REVISIONS DATE 3-4-20 TITLE I ----�* BATHROOM DETAIL KEY PLAN SK-10t t DIRECTIONS: ZONE: - RF-1r>n9xi' From Hyannis- Take Route 28 into Osterville; At the lights by White Hen Pantry take a left onto - Area(min)8Z120(RPOD) Osterville West Barnstable Road and follow to the Frontsge(min)20' end, Take a left onto Main Street; Take a right. Width (min) 125' onto Parker Rood; At the stop sign take aright Setbacks. £Y P aoo.t fp _ onto West Boy flood: Bear left onto Bridge Street, Front 30' tt Side 15' 3Sk'd z• �..7 ' 4 and follow to the Gate House; Takeo right onto Oyster Way, a right onto Grand Island Drive, and o Rear 75' t Right onto North Bay Road; Site is on the left, #370 OVERLAY DISTRICT: M ' Su�:'1a c o fad AP - Aquifer Protection District FLOOD ZONE: ,` Zones AE Ele, 73', AE Ele, 12, 'pt �� AE Elev. 10', X(0.2�Annual Chance) and Zone X Min Flood Hazard • + Zone Community Panel No, LOCATION MAP: - 4250001 0756 J July 16, 2014 Scale: 1"= 2000't ASSESSORS REF.: Map 72, Parcel 002 W 0k - m m V Q W i o ". . mil. N nl- y BHCB m a x V Fad - - I XQIX V -+had I 370.00 (b`�. - / Lown N86' 1'47-W 1 I p'---- Me�Ansaicol i _ �- { OHCB - : /1(/(I '}.I i�o 1 r _ 177-- Proposed Find - 1/I i Iy. I O ❑ __ __ 15-- -/4 13 12 ptic Line - 1 III �' `v ❑ '7gc. _ 77 -76 _ .` __- Pitslyed 19 Min. 50' _ \ \ as Pt _ 48' v i Existing septic Existing D-Box a SEPTIC TANK NOTES: ro 1 I o Perrgit#99 230 to Remain '��^ �1 La Q 1 ) "Confirm Invert �'8• Ce. V Q `° 1) At least 72 hours prior to any a iwitlon for this protect the Existing Septic 6.. \ ❑ \ O%//� contractor shall make the required notification to digsofe 1 I III ( - Per Tie Card S ♦}` C� ( ) Engineering d� +� CC♦♦" 1 888 344 723J and contact Sullivan En & MHW '. \ P rmit 99 229 Q - Consulting,Inc (508 428 3344) XI I) 3 2 Contractor is d to secure to Its from town / f I ) require appropriate this Perm _ EL.1.53 NA VD '88 I II l Light O 00 g ��C agencies y pan. for construcBon eeflned b this r P98t❑ I I Proposed 1500 Gallon ra - 3) wnenever sewer ones must cross water supply lines,born Imes / 0 Septic Tank H-20 ` shall be c nstructed of class 150 pressure pipe on shop be \ # Brick Walk 18. water tested to assure watem ghtnese.In general,water lines 1 114 SJy W/F Confirm Proper Pitch •V / shall be constructed in accordance with COMM water and shall 1 ' / Dwelling Prop 5ed Prior to In Stalotion �' O be in owrdil-e with 248 CMR 1.00-700 and J10 CMR 1500. ELI \4 'Proposed Lawn �� 4) Amin m of 9"o(ec ver required for all components / F.F. -9 23.66 Driveway 23: Gor ` p 5) Install watertight ris rs and covers to enm 6"of fin shed (DA- 048J Lawn �', �0) 1 O'�C �` 1 1 l I �j - _---� - L Q grade a.Kr s<Pna tank inletand collet,a box,and one m \ \ "' Proposed - -� / I/e�1' leaching chamber.All covers are to be maximum fit., Storage y 0 ,(Y' - concrete or 24'cast bon 3° 11 I I I l Addi ti Proposed H OC�p� 0 8) septic Tank and piping to be installed in cordance with 310 \•':� EXIStiri cJ P �r/C/ (� CMR 1500&248 CMR 100-700 latest orovi ion and the town Existing / ,. Septic Tank oposed _Septic Line 0 • - '( ti0 of Barnstable Board of Health Regulations -/ I Bre sway / Pitched 2� 7) All piping to be Sch 40 PVC 1 � )){{II i Raised /. Lot Area: to be Removed Elec O �w �.4 Bluestone / °J' /', 1 P 8) separation Distance between the septic Tank Inlets and Outlets 51,846f S,F1 Meters 'S "V shall be no less than the liquid depth Inlet tees shell extend a Patio / ff 18.56 v/ U i EL. 22.5 / rn e i.. - Q 58-4 r minimum of 10"below the flow Ines Outlet tees shall extend Existing 74`below the flow line,and shall be equipped wth a gas 9P;1 'r 9 I dd�� it baffle £ Exiltin i, La ' 1 Sty. W/f \ G:1 9, 9) Inver to be confirmed prior to installation of esiptic tank to Ey1�in BO}Yt l .. ,' I - I Guest HOUSe �1'- Hedge - sur proper pitch from D Box t Tank d Tank t. Building. 3964 Houle L van i CC33 l i I / I ^J y E gin t f proper pitch f PIP d proper BE3 Proposed l / Lown t-', '��� 'r^ / installation of tank Prior to back fit.All c n b to the �'. Pool Orow - ¢ building,tank,and O Box to be riled with hydraunc< ent , Down,Pith I - AC.Pad❑ Woo� ®OO 00000000000. 76'., - BulkAI� tJ IaF g Stone Path_ 7 'S�y779- // 7� Lown ICv ' \ / Brlok/Patio 9 _� •7B., I v / - _ - &:Wag - 368.00 48"WFind .... .... ' HCB l ry I Fnd D Fad j SITE PLAN EXISTING CONDITIONS \ �m j \ Scale:1 f=20' fJ-0,� X N Q N Legend: _ h Light Post - - V Hydrant 0. Hose Bib O CBII) ID coy NOTES: Site Plan -0 Utility Pale PREPARED FOR: PREPARED BY: - TITLE: , —OHW— Overhead Wires , --25-- Elevation Contour - • En meerinF& Proposed Improvements 1.) The property fine information shown was Mark H. Burton - v r' compiled from available record information. W "°"yT°° p' 2051: Oyster Harbors SUIlivan Conolting,Inc. ^L e+ Q 2.) The topographic information was obtained Osterville, MA 02655 370 North Bay Road from an on the ground survey performed on (50S)42833M1•P.0.Box 659'•711 Main Street,Osterville,MA 02655 Decduous Tree or between 28IFE8114 and 7 OCT 14. C seci@sullivane n.com•www.suiltvan ln.com , Mass. "� `� Barnstable W ' Osterville , Draft: CTR Field: CTR WK JOD W ' 3.) The datum used is NAUD '88 20 9 1(] 20 40 80 / / �!? coniferous Tree Review: CTR Comp' CTR DATE• IL1arC1) 16,2019 11\\, Project: 97037-Burton - - DESIGN DATA Guest House: I Bedroom V With no Garbage Grinder Daily Flow=330 GPD, M in.F low Septic Tank: 330 GPD x 200%=060 GPD Use 1500 Gallon Septic Tank LEACHING AREA 330 GPD/0.74=446'SF Required Sidewall = 2(12+25')2=148 S.F. Bottom Area= 12'x 25' = 300 S.F. 448 S.F.Total Provided LEACHING CHAMBER DESIGN All Pipes to be Schedule 40. Use 2 -500 Gal.Leaching Chambers ins 12'x 25' Washed Stone Field as Shown FG. 16.0 .G. 13.5 14.0 11.5 13.7 1500 Gallon 13.5 Top El. 12.5 Septic Tank 12.7 �-� 12.5 Bot.E1.9.5 Bedding as Per Title 5 7.5' 10' 12, 20' 12' Bottom of Test Hole Ground Water Elev.2.0 as Per T.O.B. Ground Water Map DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Not to Scale (GUEST HOUSE) Varies I'to 4' . 50' Buffer 1� 10' 10, I -Coping I Walk hn=ull=ilin�I F.G.= _ 45'x 10' Lap Pool 19.0 F.G.= 17.0 'Z:16.0 14.6 15.8 (�'a�4ots 15.6 - 15.0 %'�•� •14.8 Bot.El.l2.6 - POOL SECTION Bedding as Not to Scale Per Title 5 10.6 10 10.5' 10 10 12' Bottom of Test Hole Ground Water Elev. 2.0.as Per Town of Barnstable Ground Water Map. DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM' ' Not to Scale Finish - - Grade NQTES DESIGN DATA Filter 1.Water Supply ForThis Lot is Municipal Water. Single Family -5 Bedroom 2 Location of Utilities Shown on This Plan Are Approx. With no Garbage Grinder M Fabric -"'Compacted Fill Daily Flow=110 x5= 550 GPD At Least-72 Hours Prior to Any Excavation For This Septic Tank:550 GPD x 200'/0=1100 GPD Project The ContractorShall Make The Required Use 1500 Gallon Septic Tank Notification to Dig Safe(1-800-322-4844) Stone & The Contractor is Required to Secure Appropriate LEACHING AREA M Permits From Town Agencies For Construction 550 GPD/0.74=743 SF Required Defined byThis Plan. Sidewall = 2(12 +44)2=224 S.F Leaching „ „ 4 In�talI Risers as Re wired t Within 12 of Bottom Area=12'x44' = 528 S.F. Chamber - _ 3/4 - I I/2 Double Finished Grade. q e 752 S.F.Total Provided `i Washed LEACHING CHAMBER DESIGN 5.All Structures Buried Four Feet or More or Subject All Pipes to be Schedule 40. Use I_ 4'-Id' I to Vehicular Traffic lobe H-20 Loading. -t5 - 500 Gal.Leaching Chambers in a 12'-011 a Septic System to be Installed in Accordance With 12'x 44' Washed Stone Field as 310 C M R 15.00 Latest Revision And The Town of Shown. Barnstable Board of Health Regulations. CROSS SECTION OF CHAMBER 7. All Piping.tobe Sch. 40 PVC NOT TO SCALE 1)The topographic information shown hereon was obtained by conventional survey methods. C8/bH 2)The property information shown hereon �v was complied from available record information and does not represent an actual on the ground survey. 3)The datum used is approximate mean NOTES: sea level. See plan for bench mark set. I. Demolition a New Constrution Work Limits tobe 10,Off Seaward Face of Existing House. 2. All Disturbed Areas to be Replanted With Fescue. 3. Existing Septic System to be Pumped a Filled h o°°• With,Clean Material. v CO 4. All Grades NGVD. Q` 5. FEMA Map 2500017 0018D Zone B o Q 105"± DRYWGLL r-oR HOt r„b ROOF RUNOFF N/F Harold S G,eneen � i l 1,0601458 ce, I `x-fix x oat n�-F N 86'41�'47 W '`fl °•° �� \ x 6 \ \ \ \ Post &Ra1 Fence / 1 4 ' � \\ I I r , , Zone A13 I) nO�are\ COHC �° �. E lev. 12.0 I I \ t -WR .............. !c \ 17 - E. - v I SEPT \ -- _ T-A N rt \ \ , _gox ( \` Map 72, Parcel 2Ve R �1 11111{�-Top of a 4 1 �0� 5 ,200-+SF / p � i ,C`' C I C8/DH fj G cp - - blue ounA, 3 �( I ! � .106 1 �7 i1 � ,^ \ � (�� t K• "'d ,�. Proposed IOx 45' PRIMARY II I III a -- ) I I I I Lap Pool -�--- ... ... --I P-sia+._ore, ro `o`O 50' Proosed HouseAsphalt�1*1 ffer Envelope i •h1 REssR�sto*v 'n Exist. Patio a � 4., SEPTIL 'TAt.+K 0WATE'R yVLt.ft \Stone Wall to � '•�`� \ � 0 1 'Remain ' �Qo�sEo vetC. MHO b-c3ox ` a' oo Poi / V ° \ A ?t 'i =y -q� �•)) ! / d PRIMARY IOo-7pR&SERYl�• Mboe oat \ - Proposed \ Patio See SE3-1870 Hou°se I '` \ 13 For Boat House ;,o yy N i I \ * Rlm� �-- -� -C�- 10� I-1 \- y Ti S � Nandy' �Pt Clow (I \ \ - Exist.Patio to F E �f.MA.'� Iae�btt I Ri- 296.24 (to CB/DH - esLt�er '' �• Noisy/j5 ' - 37 WtS •`\` 3681 S 88'23 48 W Relocated Guest \ cae/tw \ -DRY WILL FOR Hose ��- �,o •. / o r vn � N RooF RUN OF'i= o N1 . John F. Beatty 111 Tr ti� rs I• ; 5�' Of 115957 /s7 R�) I D ND% KETEERR `` r-% Minimum Lot Requirements Zone RF I °G SULLIV,k PLAN V I E V'V 7 3 Frontage 20 ' Setbacks �i c IG.2g _ . � CIVIL �� � Width � 125' Front.• 30' � �; , ?01 SCALE : I =30 Side: 15' Rear 15' LOCUS PLAN •-.�- lJ _1 SCALE = 1 =2000' MAP 72/PARCEL 2 Title: PREPARED BY PREPARED FOR: Notes/Revision: OVERALL SITE PLAN %empasNJ(l' Mork H. Burton rn AT Sullivan Engineering, Inc. p North Bay Road Realty .Trust �- PO Box 659 PO Bnx 71!8 % John Con o th an ll _ . 370 NORTH BAY ROAD Oster Ile, MA 02655 Hyannis MA 02601-0718 9 Parker Road OSTERV I L L E , MA (508)428-M" ����e-a 11�5 fax (5oe)7so-nO2(R )�-7905 fax Os tervill e, MA 02655 0 _ 30 0 15 30 so 120 Field: RRL RJM Draft: RRL 9-?z 99 Mc-O F'< Date: Scale: Comp.: RRL Review: s-r3-98 ADDED LAP POOL April 21, 1998 1"=30' Proi. # C-282 Drawing # C282 1 �•���151oN s- tl-9e SITE D�M>=nISION,5 HSe - Iloo 5F- PAT • 110 SF DIRECTIONS: ZONE: From Hyannis — Take Route 28 into Osterville; At RF-1 s " the lights by White Hen Pantry take a left onto Area (min.) 87,120 (RPOD) Osterville West Barnstable Road and follow to the Frontage (min) 20' end; Take a left onto Main Street; Take a right Width (min) 125 # '• onto Parker Road; At the stop sign take a right Setbacks: _ t onto West Bay Road; Bear left onto Bridge Street, Fron t 30 and follow to the Gate House; Take a right onto Side 15 Oyster Way, right onto Grand Island Drive and a Rear 15' '� ?�Y • Y Y� a 9 Right onto North Bay Road; Site is on the. left, #370 V OVERLAY DISTRICTyy . AP — Aquifer Protection District 1 � '4 V 3 ' FLOOD ZONE: 2"19 � pz •ti Zones AE Elev. 13', AE Elev. 12, � � AE Elev. 10' X (0.2% Annual Chance) and Zone X Min Flood Hazard Zone Community Panel No. LOCATION MAP: #250001 0756 J July 16, 2014 Scale: 1" = 2000'f ASSESSORS REF.: Map 72, Parcel 002 v W � � � a) c o N �. I NI � D�o DHCB N D X Q) I Fnd I X N X X o o I 0 DHCB O N � Fnd ' 00 370.E awn N86 L ' Mechanical i 4147 W Area Fnd DHCB Proposed / f5 ❑ ❑ ❑ __ -_ 15_ _ 13-12- Septic Line I i � tlll � i /9 `� �9 _ -- - --17 --_ 1�- ,_ - 14 - -. . . . . . Pitied 1% Min. 50' O \ fight t �' I f 48' 'Existing Septic \ Existing D—Box �`' ❑Pos \ Per it 99-230 ; ; � , # to Remain �, r SEPTIC TANK NOTES: t / l ' 48.8' /, o �� ;�r �\\ I La O ` >6 \ Confirm Invert \ / 0 0 1) At least 72 hours prior to any excavation for this project the Existing Septic ❑ contractor shall make the required notification to digsafe. Per Tie Card ��. ��` �Q` (1-888-344-7233) and contact Sullivan Engineering & MHW o t +, Permit 99-229 )' I l, Consulting, Inc. 508-428-334� C/ C EL.1.53' NAVD '88 t / E e 2) Contractor is required to secure appropriate permits from town Light �-"' O OO agencies for construction defined by this plan. 1 i I I I Post t I Proposed 1500 Gallon 3) Whenever sewer lines must cross water supply lines, both lines O I I f # 70 \ Septic Tank H-20 >� V a shall be constructed of class 150 pressure pipe an shall be 1� Sty I,y/F Brick Walk \ 18� Confirm Proper Pitch water tested to assure waternightness. In general, water lines Dwelling ` p p shall be constructed in accordance with COMM water and shall l i ' \ 'Proposed Pro sed Prior to IW�stalation O ��o be in accordance with 248 CMR 1.00-7.00 and 310 CMR 15.00. <' F.F. EL.I 23.66 23. Gara T 4) A minimum of 9" of cover is required for all components. y0 0 I, k 1 �\ (DA-98048) Lawn y Drivewa \ — — — O. ,\ N 5) Install watertight risers and covers to within 6" of finished CIO —�• 0 grade over septic tank inlet and outlet, D—box, and one \ 1 100' / Proposed �� r' J O �. ' �0 leaching chamber. All covers are to be maximum 18" for ` \ Storage ^t� P� concrete or 24" cast iron. it 3 I' i l Existin� Additi Proposed /i 0� �0 6) Septic Tank and piping to be installed in accordance with 310 1 I I l 1 1 \ O osed � /V CMR 15.00 & 248 CMR 1.00-7.00 latest revision and the town Existing i ` Septic Tank p Septic Line �0 of Barnstable Board of Health Regulations. Raised \ to be Removed Bre eway / Pitched 2% l . Q Lot Area: \ Q 7) All piping to be Sch. 40 PVC. Bluestone a / E f ;__ ; Dec. / Q 8) Separation Distance between the Septic Tank inlets and Outlets 51,846f S.F.\ Meters j �' a d _ t j 1 , r l \ 1 Patio 1 ff 58.4 18 56 / shall be no less than the liquid depth Inlet tees shall extend a i I i EL. 22.5 , 1 17 o v p minimum of 10" below the flow lines Outlet tees shall extend 1 o < Existing f 14" below the flow line, and shall be equipped with a gas x�5t'�g P1 r --�' g Existing r ' Lawn 1 Sty. w/f \ t'it baffle. ' a Guest House —�— h o 9) Inverts to be confirmed prior to installation of septic tank to i 1 ! 2' Hedge ensure proper pitch from D—Box to Tank and Tank to Building. g96� HoU4t / Lawn : — Engineer to confirm proper pitch of pipes and proper e / Q ) I h SE3 Proposed f 1 Lawn � t ��— � /^ �.,- installation of tank prior to back fill. All connections to the \ Pool grave building, tank, and D—Box to be filled with hydraulic cement. 9 Down( Pit d, 1 f " A`E .Pad® Ll Woo ❑ r f e ❑❑❑❑❑❑:] ❑❑❑❑❑❑❑❑❑❑❑❑ ;' ' `�6� Bulk6d OQ 1 O Flag Stone Path 79 9 . ` 7, \ Lawn 1 V ^h O Brickl Patio &:Wall 368.00 ._.- y _ S88' 23 48 W . . . . . . . . . . . . . . . . . . . . . . / d8 DHCB D 1 Fnd Fnd � � N I ! ! SITE PLAN EXISTING CONDITIONS o�� ��� -7 0 W o o I Scale. 1 - 20 f 0� o Q)`Q °' �° � O X � � W � CD OF Ss, C LES ROW Legend: D �� o CfY Light Post �+� ' GtST Hydrant �S/QNAI'�' Q� Hose Bib El CB/DH -4 Guy -& Utility Pole NOTES: PREPARED FOR: PREPARED BY. TI TLE. Site Plan OHW— Overhead Wires — 25— — Elevation Contour 1.) The property line information shown was Mark H. Burton Engineering & Proposed Improvements Holly Tree Compiled from available record information. 2.) The topographic information was obtained 2051 Oyster Harbors u ivan consulting, Inc. At oOSterVIlle MA 02655 370 North Bay Road from an on the ground survey performed on (508)428-3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02655 Deciduous Tree or between 28IFEB114 and '/OCT/14• secia@sullivanengin.com • www.suilivanengin.com 3.) The datum used is NAVD 88. 20 0 10 20 40 80 Draft: CTR Field: CTR/WK/JOD LIJ Barnstable, (Osterville) Mass. LQ Coniferous Tree Review: CTR Comp CTR DATE: SCALE: (� Project: 97031—Burton March 16, 2019 1 "=20r