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HomeMy WebLinkAbout0145 HARBOR VIEW STREET - Health (3) 145 Harbor View Centerville A= 245 - 006 1111 � We 12534 No.2,�153LOR �tsr, %ASTINQS,YN 1 No. ntl�'!y0 �, = Fee / J THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:i.. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for 30iopont ,6potem Cow5truction Permit Application for a Permit to Construct(vJ"Repair( ) Upgrade( ) Abandon( ) ❑Complete System 1Xndividual Components Location Address or Lot No. Lf S n` rbo j�V e i) Owner's Name,Address,and Tel.No. Ck Assessor's Map/Parcel y L/S l &�y 4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -�-61L� -CtodCgC2 ell; Type of guilding: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building ka�.Sa-_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 14,0 T 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 ealth. Signed ' _...... Date Application Approved by Date .� d Application Disapproved by: Date for the following reasons Permit No. 2 aar- Idd - Date Issued l d too V No. (I(1 Fee J� V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:L•--- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfication for M.400nt *pgtem Construction permit Application for a Permit to Construct(6.-<Repair O Upgrade O Abandon O ❑ Complete System Individual Components Location Address or Lot No. )(/ f, r '' P u.) Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 06 j . Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ot, L'l o f/Ga r^ C j& �! f✓ �. of f/ J P: Type of'Building: ? Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building Hf,�, -S a No.of Persons Showers( ) Cafeteria( ) Other Fixtures k . . Design Flow(min.required) gpd Design flow provided 9 d . Plan Date Number of sheets Revision Date t,..- ' Title t. Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repiirs or Alterations(Answer when applicable) eo P 7 r✓ A�i, i ff,�, �c 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 Wealth. G Signed Date �G (� /) / Application Approved by J��/ Date .3 v rI� F Application Disapproved by: Date for the following reasons ,1 Permit No /ud Date Issued 3 4);'Ak THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS f ,Jet,) V-rF Certificate of Compliance-2 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by t &-Li r-I r i . at has b.en constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction PermitNo.6)(jod, —/A) dated 'YZ rt r Installer 'Designer #bedrooms LJ J, ) Approved design ow ,A j�,,�. gpd The issuance of this permit shall no(be co str as a guarantee that the system will I function as de 'g ed. Date ,�)��� � Inspector No. 7 n o Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 3jigpogal *pgtem Construction Permit Permission is hereby granted to,construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at l Y T �v `f,✓ 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,pe�mmit., r Date Approved by ��c✓ ° �' I��} _ , r , v TOWN OF BARNSTABLE TI 'T.`OCATION SEWAGE # �i VILLAGE CJEN'QSYVS"0Rt MAP & LOT Qj.l INSTALLER'S NAME&PHONE NO.44//� dV-WZCa-47JP— 21::�---Z/x/ZO SEPTIC TANK CAPACITY: LEACHING FACILITY: (type)' / ��'l$ size) .9 �®a NO. OF BEDROOMS BUILDER OR OWNER 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 0,01 �P 37,10 Y, //Z�� TOWN OF BARNSTABLE -LOCATION / � W IE SEWAGE # ,qq VILLAGEWW h 1/.4A1VK.,0,nvP% ASSESSOR'S MAP & LOT ' INSTALLER'S NAME&PHONE NO. �VIZI-IA SEPTIC TANK CAPACITY 16-6 6 CAL_ LEACHING FACILITY: (type).2 ::57Q2 altl- Z,,¢c / La���� r NO. OF BEDROOMS BUELDER OR OWNE kEL 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) y Feet Furnished by k.A 36 A 'S q ` Fee ! No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS /' 0[pplication for Migozaf *pftem COrigtruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. t 4 S ptC-0C3 p`"l,EAJ',--I Owner's Name,Address and Tel.No. i-2.i Z- l — 2`>6 �r` w �sEw�g�fOt�-t. M+1 ,vlwt CoX(7r_0" Assessor's Map/Parcel •Z g 5- b l S EAR c,ko,V r k rUY too Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Q�TT--2 'S U L-L-k V A4v Type of Building: } Dwelling No.of Bedrooms ✓ Lot Size 2.Z7 sq. Garbage Grinder Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures S, 1 t 645 i Design Flow S M z : 330 gallons per day. Calculated daily flow 6-45 Z' gallons. Plan Date '319199 Number of sheets 1 Revision Date Mbl., t✓ Title S t i� ??LA IJ ?(Z.oQcx��fl �✓tI F- IM?e-W 6aem1T5 AGEP 7 1 L 6YSZ(0I, 01KCI9F_ Size of Septic Tank ZCC)® 1`5--nn Type of S.A.S. 1_C.c_tk-trQC� GkNi�sftoELS Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued � this Bo of Health. / Signed ///� 4r a�'e ��� /�i f �1�I C-Iay cJ Date '0 Application Approved by Date 3 >-2!9! Application Disapproved for a follbking reasons Permit No. oZ Date Issued sNo. - I Vc,�V` �' c _ Fee ^� y g _ ' - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 'Yes j PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ,. Rpprtcatton for Dtgool *pgtem Congtrtxction Vermtt Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 16,S'1 1 A j--�2\ ) v S� Owner's Name,Address and Tel.No. 1-z,\Z S 1 - Z-g 6-AV`J� y,v��s�v+s�o�L-t Mf\ v�/wt trot.,v�o�.a Assessor's Map/Parcel 2 p S/0 \'5 Z N,v ^55T QY IU too Z Installer',s Name,Address,and Tel.No. Designer's Name,Address and Tel.No. U L-L\V AV Type of Building: Dwelling No.of Bedrooms / Lot Size 2,Z_? sq. Garbage Grinder(IyP o Other Type oVB,uilding No.of Persons Showers( ) Cafeteria( ) f Other Fixtures,� sv�1 t � sys 1 Design Flow Sls z : 330 gallons per day. Calculated daily flow s"s Z' gallons. " Plan Date -':5•/9199 Number of sheets 1 Revision Date m by A E T 'Title S t iZ ?LA,j ?(i 9MF_C) -S%TL OA Ve_ F_dk ff JTS *SEMI L• SY Z NM. Size of Septic Tank ZGC�0 A 1°inn Type of S.A.S. t_GrlCr4 QC, C.►�+,, 6r 7 _ .Description of Soil Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: / A 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 issuedv this Bo of Health. 1 /��� Signed��< //�4 �/►G�- aG1 �A/.+ IT> //VC4.,SJ Date Application Approved by Date �Application Disapproved for a foll wing reasons Permit No. DateIssued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS snN' Certificate of Compliance THIS IS TO CEI)TIFY, that the On-site Se a Dis sal System Constructed( )Repaired( )Upgraded( ) Abandoned -at bo�, 1 Etna �� \c!• i-�vp.ti t i�15 .�2T has been constructed in accordance with the provisions of Title 5 and the for Disposall`System Construction Permit No. dated * ' Installer Designer The issuance of/this perm't s r all not be construed as a guarantee that the system will functio as designed. Date 1 D/ /� �. 1 �� f _f1,6 �l��_�7 � Inspector r�' :2 ,-;r -, t -• � �L, ice, ,7�,�G � , ; No. 91 Fee Q THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES,MASSACHUSETTS '=tgpo!5ar *pMem Congtructton Vermtt Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 1 IS t_vJ S \j 414A-A AA c S 1�1(5sZ--T 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 thi - e• it. .,r Date: // Approved by.�^ .c (? G� - TOWN OF BARNSTABLE J LOCATION�T� SEWAGE # VILLAGE UI, Y/1 %llZS 4Zho T ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0.(eJ/�1}1�L/1 -• SEPTIC TANK CAPACITY 7 LEACHING FACILITY: (type) z�= I/L• C // J�, size) OQ NO. OF BEDROOMS BUILDER OR OWNER K D 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 ` //7 ' 0�7 40 r t ,� TOWN OF BARNSTABLE LOCATION /f� � UJ I-E VU—S I SEWAGE # VILLAGE L �i�1 LV/U/S 7 _ASSESSOR'S MAP & LOT. INSTALLER'S NAME&PHONE NO. 4VI41-AAM OZA-261EL �2 -2�" j SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ::5' NO. OF BEDROOMS BUILDER OR OWNER, d I ` 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 _ c, _.�1 D AT E:_ 5,7 9. PROPERTY ADDRESS: ' 143..-Harbo v iew Street , �1 ; • Hyannisport Mass .:- On the;,above date, I Inspected the septic system at the above address. This system consists of the following: 1 . 3- 1x8l block cesspools and one 1000 gallon leaching pit. 2. Front system has two block cesspools . ( Waterside ., ) 3 . Back system has one 6,1x8l block cesspool with one 1000 gallon leaching pit packed in stone . This is used as an onerflow. Based .bn my Insnectlon, I certify the following conditions: 1 .-This is not a title five sept,i,c:, system 2. • Tbis iS a sewage system.. 3 . ',Thr sewage system is in proper working *qR ;ter. order at the present time . ��"�!/ �- �o ,� 8 to . . ,. . .1 , . ; ,�1 199 5IGNATUR7 . JI Name: J_P.M_acomber Jr... •P•Macomber_ & Son`_Inc . Company:_______-.- A d d re s s:_•Beac_bb-----=�-- -- Centgrvi11e LMass__0.2.632' Phone ---5Q8.,.�.7..5-•3338------- "- 1 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY EP.O. P. MACOMBER & SON, INC. Tanks -Leachfields Pump*d & Installed Town Sewer Connections 66' Centerville, MA 02632-0066 77.5.3338 775-6412 - aw . r Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection William F.Weld Trudy Cox* GOMM r .8—Vtwy A��Ptaul Celluccl David B.Strube • • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 143 Harborview Road W. HyannisporAtddre"ofowner. 64 Mandalay Road Date of Inspection: 2/2 8/9 6 (If different) Newton Center Name of Inspector.. Joseph P. Macomber Jr. Mass . 02159 Company Name,Address and Telephone Number. J.P.Macomber & Son Inc. Box 66 Centerville ,Mass . 02632 508-775-3338 CERTIFICATION STATEMENT I certify tl fat 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 may training and experience in the proper fumction and maintenance of on•siteY-Pag"s sewage disposal systems. The system: _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails /������ .,� �=��• Inspector's Sigmat �/�- "" Date: 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: Al;71 PASSES: ve not found any information which indicates that the system violates any of the failure criteria as defined in 310 CUR 15.303. Any failure criteria not evaluated are indicated below. BJ SYSTEM CONDITIONALLY PASSES: _4 One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicafe�,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain.wby not) The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exMtration,.or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a ponforming septic tank as approved by the Board of Health. �i (revised 11/03/95) 1 �� One Winter Street 0 Boston,Massachusetts 02108 * FAX(617)556-1049 9 Telephone(617)292.UM y SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(oontlnued) Property Address: 143 Harborview Street W,Hyanni sport,Mass . Owner. Bud Ente Date of Inspeotion: 2/2 8/9 6 Bl SYSTEM CONDITIONALLY PASSES (continued) rr e G Sewage backup or breakout or hA static water level observed In the distribution boat is due to broken or obstructed pipe(s) or due to a broken,settlad 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 distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced 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) 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. AD Cesspool or privy is within 50 feet of a surface water -426 Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT. The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. AV The system has a septic tank and soil absorption system and is within 60 feet of a private water supply well. The system bas a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 6 ppm. S) OTHER (revised 11/03/95) 9 (' r i,r t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) PropertyAddreaa: 143 Harborview Street West Hyannisport Owner. Bud Ente Date of Inspection:2/2 8/9 6 D) SYSTEM FAILS: v I have determined that the system violates one or more of the following failure criteria as defined in 310 CIM 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct 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. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. •0 Liquid depth in cesspool is less than 6"below invert or available volume is less than U2 day flow. 11� Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(,). Number of times pumped &6 Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. d� 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. d/P Any portion of a cesspool or privy is within 60 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 60 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: Nd The system serves a facility with a design flow of 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: /✓-4 the system is within 400 feet of a surface drinking water supply &A the system is within 200 feet of a tributary to a surface drinking water supply /l 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 Anther information.. (revised 11/03/95) 3 v� SUBSURFACr r�F'.WWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 143 Harborview. Street West Hyanni sport,Mass . Owner. Bud Ente e . Date of Inspection:2/2 g/9 6 e Check if-the following have been done. ,Pumping information was requested of the owner,occupant, and Board of Health. gone of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. Alm built plans have been obtained and examined. Note if they are not available with N/A JZThs facility or dwelling was inspected for signs of sewage back-up. ,/The system does not receive non-sanitary or industrial waste flow site was inspected for signs of braq.kout. ZAll system components,&uding the °oi.l 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 bafnes or tees,material of construction,dimenr.i^is, depth of liquid,depth of sludge,depth of scum. , The size and location of the Soil Absorntion System on the site has been determined based on existing information or approximated by non-intrusive met;; 2T�facility owner(and occupants, if :Cerent from owner)were provided with information on the proper maintenance of Sub. Surface Disposal System. (revised 11/03/95) 4 C5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 143 Harborview Street West Hyanni sport ,Mass . Owner. Bud Ente Date of Inspection:2 2 8 9 6. FLOW CONDITIONS RESIDENTIAL: • Design flow:/VE Puons p�-�''Y • Number of bedrooms: 0 Number of current residents: Garbage grinder(yes or no):4=1j Laundry connected to syste, ;n Syee or no) Seasonal use(yes or no). _ Wate if available = D (15=' 56 1. r � Last date of occupanry:k�007i/ . COMMERCIALIINDUSTRIAL, Type of'establishment• A) Design tlow:_jjfi_Ballons/day Grease trap present:(yes or ao)AA Industrial Waste Holding Tank present: (yes or no)- Non-sanitary waste discharged to the Title 6 system: (yes or no)/W Water meter readings,if available: Al Last date of occupancy: OTHER(Describe) Last date of occupaary: GENERAL INFORMATION PUMPING RECORDS and source of information: 9/89 6/29/90 9/5/90-8/26/91 - Installed new Lit 2/19/21;Dprmi + # 91 -406 System pumped as part of ins ion: (yes or nod& If yes,volume pumped ons Reason for pumping Wilt TYPE OF SYSTEM Septic tank/distribution boz/soil absorption system Single cesspool Overflow owspool Privy .G� Shared system(yes no) (if yes attaches oou inspection taco ad le ny) 1 C explain) C AO-14-f AjPPROXI TE AGE of all components,date installed(if wn)and source of information: �/ 1 GWCs ' ! Sewage odors detected when arriving at the site:(yes or no).9 (revised 11/03/95) 6 e, - r ' i SUBSURFACE SEWAGE ITT"^^" I c"3TEM INSPECTION FORM SYSTEM I1,. .4 (continued) Property Address: 143 Harborview Street West Hyanni sport,Mass . Owner. Bud Ente Date of Inspeotion:2/2 8/9 6 r SEPTIC TANI(:Jkti e (locate on site place) Depth below grader , Material of constr=uon: to metal—PP --- Dimensions: Sludge depth: •Distance from top of sludge to bottom of outlet tee or baffle: L Scum thiclmescmil A Distance$om top of scum to top of outlet tee or Wile: go A Distance from bottom of scum to bottom of outlet tee or bdU: AU A Commgats: (recommendation for pumping;co5ption of inlet and outlet tees or -ch of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) V6 (Dta�eV AV7 5 _ GREASE TRAP: aNt,. (locate on site plea) Depth below grade:4)-+ Material of construction:'tMA'concrete metal_FRP other(er-'1'-.) Dimensions: Scum thickness:4 Distance from top of scum to top of outlet tee or battle: A.?A Distance from bottom of scum to bottom of outlet tea or baV. Comments: (recommendation for pumping,co�s4 of inlet and outlet tees o:'. depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.) a [t A41-e r.S u • (revised 11/03/95) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) PropertyAddre,oc 143 Harborview Street West Hyannisport,Mass . Owner. Bud Ente Date of Inspection: 2/2 8/9 6 TIGHT OR HOLDING TANK: 'e M (Iota*on site Plan) Depth below Vade: I other(e:p]uin) Material of construction:�concrete�ta1 ARP_ Dimensions' �j4 Capacity: ns Design now. ns/de0+ Alarm level: Comments: j (condition of t tee,condition alarm and float switches,etc.) DISTRIBUTION BOX:�1tiL°� (locate on site plan) Depth of liquid level abm outlet invert: IVA Comments: (note if level distri]mion is equal,evideaos of solids carryover, evidence of leakage into or out of bout,etc.) to A4*0�/7'. PUMP CHAMBER:24hq--�' (locate on site plan) pumps is working ordan(rw or no)� Comment: . (note condition of p chamber,condition of pumps and appurtenances, etc.) tie 7 (revised,11/03/95) ' i .. • ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPE=ON FORM SYSTZ... .. J;: (oontlnued) PropertyAddrem 143 Harborview Street West Hyannisport,Mass . Owners Bud Ente Date of ImPeotions 2/2 8/9 6. SOIL ARSORMON SYSTEM(SAShj COCOA on site plan,it possible;excavation not requirV but may be approximated by non-intrusive methods): If not determined to be present,explain: Type: leaching Pit#,number_,, Webb, chambers, � leaching trenches,number,leagth: leaohistg fields,number,dimensions: _ ovsrnow cesspool,aumber._L_ Co Fats•(note condition so a of ulic t�. -c'-���' ^ co C it, n of tatio S0ffMoamy sanoc{ to ine san�`;` o signs of �lyc�rau�ic °aid or ,pon ing; All vegetation is nprmal . No rip irk_ needed at this time . CESSPOOLS (locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer, '( Depth of scum layer. Dimensioas of cesspool• t Material of conctructio CoNG'Y��, s✓ pc,� Ale tOrl v J�71-w Indication o wa 4 t�u) . t tar. inao Cesspool m be pumped asPO of snap w:: : Comments:(note condition of soil,signs of hydraulic falh-0, !n,d, -^ ^ condition of ve�tatio etcJ Soils ,Loamy sand to fine sand.No signs of hydraulic failure or ponding. All ve eta ion normal._ _o repairs needed at this T.1me. PRIYYs( , (locate on aite plan) . Material of ooastruction _----- Dimensions: Depth of solids: Comments:(note Condition of soil,sips of hydraulic fauur,•, ..,:ca of vegetation,"etc.). (revised 11/03/.95)• 8 ifAle rnna^.+-n•rr—tr'arn:r..•r.mrs—r.r...—r.:•:r*--+*c*r: TOWN OF Barnstable BOARD OF HEALTH l I SUI)SUIZFACF SEWAGE DISPOSAL SYSTEM INSPECTION FOIZM - PART D •- CERTIFICATION ,....�.. .r.•,.;.+-r. ••••.rr-n ens.:•m•r.:r.:—+�.-mr.�-m+.-•.—:.r...s.-sr-rr-r•.-rnrt.•:rr ra--rnz:s-'•:s"'s nrnn�m-.rrssv*m.+rrtr.•.rr-rr•r.•�••-.•� -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 143 Harborview Street West H•yannisport,Mass . ASSESSORS MAP , BLOCK AND .PARCEL # OWNER' s NAME Bud Ente PART D - CER7'IFICATION I NAME OF INSPECTOR TnspIh P MnnnmhPr Jr. COMPANY NAME J.P.Macomber & Son Inc . COMPANY ADDRESS Box 66 Centerville ,Mass . 02632 Street Town or City State LIP COMPANY TELEPHONE ( ) - - 5a8 77r ���� FAX (508 790 1578 et rrr r'a sr-nrt-arr -t—o-r �s �-s�s.-+ om CERTIFICATION STATEMENT I certify that I have personally inspected the sewage dispos6'1 system at this address and that the i►Yfor►nation 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 oil- site sewage disposal systems . Check one : XXXXX System 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 5 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature �� Date 3/5/'96 One copy of this c rtification must be provided to the OWNER, the BUYER ( where applicable ) and the I3OAnD OF IIEALTII. * If the inspection FAILED, the owner or"" 'P* erator shall upgrade ' the eyotem within one year of the date of the inspection , unless allowed or ror,iit ,.ol SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 143 Harborview Street West Hyannisport,Mass . Owner. Bud Ente Date of Inspection: 2/2 g/9 6 SKETCH OF SEWAGE DISPOSAL SYSTEM: • include ties to at least two permanent references landmarks or benchmarka locate all wells within 100' Town water. COMM Of % , k . '. DEPTH To GROUNDWATER Depth to groundwater:l 4' + feet method of determination or approximation: Installed new leaching pit September 19, 19 91 . No water encountered aPermit (revised 11/03/95) 9 v Y • cn zJ b THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONTIMNTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. • , sl . Has satisfied the Department's qualifications*. as required and-is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided m' 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. June 9. 1995 Acting Director of the - ' ion of Water Pollution Control" DATE:_3%:�,79� PROPERTY ADDRESS: 1 A" ITarbo' i w ' [Jest •Hyannisport , L y r Mass .: I On the above date, 1 inspected the septic system at the above Address. This system consists of the following: 1 . - 1 -6 +x8-' Block cesspool. 1Q • � MqR � � Based .bn my Ing:*ectlon, I certify the following conditions: 8 1 . -This is not a title five septic:: system.• 0, � 1996 2 . •The cesspool is dry. .. """' -�-� �u: 3 . ^,The gewage system is in proper working c• order AT the present time . - ;_;::. ) ► 51GNATURr-: ` Name J P Macomber Jr... i ! Company:•J.P .Macomber. & Son"Inc • -------.- ------=---- Address.• __Cente!rvilleLMass__0.2.632' ' Phone:___SQ8..:IJS�.3338------- 1 THIS CERTIFICATION DOES 140T CONSTITUTE A GUARANTY OR WARRANTY rP SEPH P. MACOMBER & SON, INC•Tank"eupoolsLeachflelds . Pumped & InstalledTown Sewer Connections . Box 66' Centerville, MA 02632-0066 17K_729R 77K_9AII e DI • a ' Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection WUllam F.Weld Trudy Coxe GOMM" "Y Argeo Paul Celluccl David B.Struhs tL GoNmw • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION PropertyAddrosa: 143A Harborview Street W HyannispjXdtrem of Owner. Date of Inspection: 2/2 8/9 6 (If different) Name of Inspector.. Joseph P.Macomber Jr . Company Name,Address and Telephone Number. J.P.Macomber & Son Inc. Box 66 Centerville ,Mass . 02632 508-775-3338 CERTIFICATION STATEMENT I certify tot 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 sewage disposal systems. The system: Passes _ Conditionally Passes _ Needs Further Evaluation By the Local Approving Authority _ Fails Cq� Inspector's Signature: �//, � ��� J Date: — `J'`� 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: A] SYSTEM PASSES: have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: 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) /U0%:�f The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exfiltration,.or tank failure is min pat. The system will pass inspection if the existing septic tank is replaced with a Foaforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 One Winter Street 0 Boston,Massachusetts 02108 0 FAX(617)556-1049 • Telephone(617)292-sm SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(oontinued) ProperVAddresa: 143A Harborview Street Nest Hyannisport,Mass . Owner. Bud Ente Date of Inspection: 2/2 g 9 6 B)SYSTEM CONDITIONALLY PASSES(continued) 6 /1.(r3G Sewage backup or breakout or hA static water level observed in the distribution boat is due to broken or obstructed pipe(,) or due to a broken,settlad or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(,)are replaced obstruction is removed distribution boat is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C) FftTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: 10 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) 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: &''Il Cesspool or privy is within 50 feet of a surface water AD Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. Z) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The aystem has a septict�and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septi&Aank.and soil absorption system and is within a Zone I of a public water supply well. The system has a septk4aak and soil absorption system and is within 60 feet of a private water supply well. The system has a,epao4t nk and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for ooliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 143A Harborview Street best Hyanni sport ,Mass . Owner. Bud Ente Date of InsPeotion: 2/2 8 9 6 DJ SYSTEM FAILS: e • _ I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be Contacted to determine what will be necessary to Correct the failure. kZ1 Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. 40 Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. /1/Ml`'. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. &IQ Liquid depth in Cesspool is less than 6"below invert or available volume is less than 1J2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pips(s). Number of times pumped 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 60 feet of a private water supply well. NQ 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 system serves a facility with a design flow of 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 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 Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full Complkance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for Anther information.. (revised 11/03/95) 3 l SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST PropertyAddresc 143A Harborviow Street West Hyanni sport,Mass . Owner. Bud Ente • Date of Inspection:2/2 8 9 6 s Check if the following have been done: 2Pumping information was requested of the owner,occupant,and Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates 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 ZThs 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. ZAll system components,ig:luding the Soil Absorption System,have been located on the site. Nam The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baMa or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum ZTha size and location of the Soil Absorption System on the site has been determined based on mating information or approximated by non-intrusive methods. The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub. Surface Disposal System. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 143A Harborview Street West Hyannisport,Mass . Owner. Bud Ente Date of Inspection:2/2 8 9 6 d FLOW CONDITIONS RESIDENTIAL. • Design fiow: & Gallons • Number of bedrooms:__L Number of current residents: Garbage grinder(yes or no):_ Laundry connected to or no):� Seasonal use'(yes or no): w �l , water,peke .zs,if vailable: I Q- 1,)r(I C A �5� .7 Last date of occupancy:/IM?. COMMERCIAL/INDUSTRI L• Type'bf establishment: AR Design now: AA pllons/day Grease trap present:(yes or no)-Ld Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title 5 system: (yes or no),&.4 Water meter readings,if available: AJI Last date of oocupancy: OTHER:(Describe) /Ut4 Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information:- G System pumped as part of ins ion: (yes or no_ If yes,volume pumped ons Reason for pumping TYPE OF SYSTEM 0 Septic taWdistributioa box/soil absorption system Siagis Cesspool Overflow cesspool Privy 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: Jim' Y'�i9 l�Y✓�[� Sewage odors detected when arriving at the site: (yes or no) (revised 11/03/95) 6 i SUBSURFACE SEWAGE mcl—"I.,SYSTEM INSPECTION FORM SYSTEM IN: JN(oontinued) Property Address: 143A Harborview .Street West Hyannisport ,Mass . Owner. Bud Ente Date of Inspections 2/2 g/9 6 SEPTIQ TANMA�WC. • ' (locate on site plan) • ' Depth below grads:VA Material of oonatrvctionA acrete_ta1_FRP Alfl _... Dimensions: AIA Sludge dep0u---t0— Distance$•om top of sludge to bottom of outlet tee or baMe:A90_ Scum thiclmess:Lj�iq_ Distance from top of scum to top of outlet tee or baffler Distance from bottom of scum to bottom of outlet tee or bame:,l) Comni#nta: (recommendation for pumping,co tion of inlet and outlet tees or►,.,n+-a. depth of liquid level in relation to outlet invert,structural integrity, evidence of leakage,etc.)' GREASE TRAP (locate on site plan) . Depth below grade:4_ Material of to aortal FRP ather(e• ,'^) Dimensions: AM Scum thick- : Distance from top of scum to top of outlet tee or ba.iile:� Distance from bottom of scum to bottom of outlet tee or bafrie;.61 Comments: (recommendation for pumping,condition of inlet and outlet tees or ' depth of liquid level in relation to outlet invert,stru�integrity, evidence of leakage,etc.) , 7i- we V7 5 (revised 11/03/95) a SUBSURFACE SEWAGE DI9PO9AL SYSTEM INSPECTION FORM SYSTEM (oontinued) PropertyAddresa: 143A Harborview Street West .Hyannisport,Mass . Owner. Bud Ente Date of Inspections 2/2 8/9 6 TIGHT OR HOLDING?TANM • (locate on site p1sw • ., Depth below grade. _FRP other[e Material of construction:Gieoncrow_petal i Dimensions: CaPacitr.— A)1Q gallons Design mow;===-1llourlde0► • Alarm level ._ Comments: (coisdition of inlet tee,Condition of e]asm and float switches,etc.) DISTRIBUTION BOX:Ak)ve, (locate on site plan) i Depth of liquid level above outlet invert:_ . Comments: .... is evidence of solids carryover, ,—!1 ^^e of leakage into or out of b=,etc.) (note if level and distribution equal, ' AJn i PUMP CHAMBER:&JNe— (locate on sit*plan) Pumps in working order;.yw or no) l? Comments: (note oo n of pump cbamber,condition of pumps and applir r^ -Q, arc.) n A,44 AP/Ld V __.. i (revised,11/03/95) i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM BYSTw:.: :.•�.. .......:J;: (ooattnued) PropertyAddrem 143A Harborview Street West Hyannisport,Mass . Owner; Bud Ente Date of Inspeotions 2/2 g/9 6 SOIL ABSORPTION SYSTEM(SA9h—Z " (locate on site plan,if possib]e;ezcavation not rwrAri,but may be am-roximated by non-intrusive methods): If not determined to be present,explain: Type: 3eachin pits,number. leaching trenches,number,length leaching fields,number,dime Ions: ovesilow cesspool,aumber:M Comments:(note condition f soil,signs of hydraulic failure, 1^,.^! o.'•�na°.. , condition of vegetation,ete.) �:��.'� . CESSPO04:Z (locate on site plan) Number and eoafiguration:, 0r Depth-top of liquid to inlet invert: Depth of solids layer. Depth of scum layer: Dimensions of cesspool: ' Materials of construction: Indication of groundwater. tie%VV • inflow(cesspool must be pumped as part of iaapectd',.-)_ A S!�awo h!{ Comments:(note condition toil,signs of ulic fauvr.o, 1 -.' c•- `n Condit' n,etc.) Loam sand to ine sanco signs fiydrau'iic �i3 $° or ponding. All . , vegetation is normai. Ao repairs-nee e a� 1=iS-time . ' PRIVY:A iale— (locate on site plan) ' Materlals of construction: 1114 _ Dimensions• Depth of solids: A14 Comments:(note condition of soil,signs of hydraulic Wur , —on of vegetation etc.) (revised it/11,111). s SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 143A Harborview Street West Hyanni sport,Mass . Owner. Bind Ente Date of Inspection: 2/2 8/9 6 SKETCH OF SEWAGE DISPOSAL SYSTEM: • include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' Town Water COMM A�ORri��r CLnCnCvEt' WL c. DEPTH TO GROUNDWATER Depth to groundwater) 4' + feet method of determination or apprcmimation:N o water encountered 9/19/91 when new pit was installed at, the main house. (revised 11/03/95) 9 . . 11 •. nrr•-n+.rr—•rr- rrr.-_—•rrr..r..�r...—r.:-:r---r.r:.r.-.^-r—:z:r-�-. >='.r.. __ ._.. .._ __. _ _.. .. .-. -_ :c-a_r..��r�.rn-r�-•r..r.—.r•.1: m 'I'OWN OF Barnstable BOAI1D OF HEALTH ISUBSU11FACF SEWAGE DISPOSAL SYSTEM INSPECTION FORM - PART D •- CERTIFICATION ...�r.r_T..,..,..--.rr.:^.-�+,r.-.�+•n:rTi—rr.—r.rrrr'r-•r-�:.•---r..rr•-e—rn-evr rr....--rz-sr..s"s ss*rtn•r*m•'rri:a•*rrrrr+•rn•.rrrr•r.•�r•-•.� -TYPE OR PRINT CI.EARL1'- PROPERTY INSPECTED STREET ADDRESS 1J A Harborview Street West llyannisp rt•,Mass . ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Bud Ente 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 ( ) - :,_ _ •__ 508 _ 775 .3338 FAX ( 508 � 790 1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage dispos67 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 : XXXXl System 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 5 , 3.10 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature Date 3/5/96 One copy of this c rt.ification must be provided to the OWNER, the BUYER ( Where applicable ) and the BOARD OF IIEAL7'll. * If the inspection FAILED , the owner or operator shall upgrade the eyotem within one ,ear of the date of the inspection , unless allowed or required ntherwi cn nc ornvi riPrl in 'l1 n rHrZ 1 5 . 3n5 . b TM COMMONWEALTH OF MASSA.0 USETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the..Department's qualifications as required and-is hereby authorized to use the title 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 S. 1995 ' Acting Director of the • ion of.Water Pollution Control o 0 0 L�1 Do 0 RL l c FRONT ELEVATION , SCALE: IIA" - 1'-0' G,� (au In7 G' ' 0 � uo1 - --- --- -_- i - - � -- Al : { z Ell _E IN MINLU I U-11,11 ] LE i1 SHEET t EAR ELEVATION Al R TON SCALE: 114" - V-O' MATE. 0716 AWN BY: KW 10/25/07 �� l _ �I o M (yl / k LYING RAK (off a ❑0 1 �l o u 7 gyp) t lull Psy Pull c� U) r7la o j r to) rzq 00 &0 o Q n SCALE: 114" 1'—O° �7 Lai ®7 LYING RAKES - - -- 13 1 SHEET LE1=7 ELEVATION A:2 z I SCALE: 1/4" a 1'-0" JOB: (716 DRAWN W BY+ K DATE: 10/25/07 �I 0 � U Qr,ll 12'-0' I4'-O' 12'-0° 10'-0' T-2' 4'-l0' T-o° T-O' r_=:] r" ICJ N) J F, � � v - 8 + / wm ENTER wwc ll� 1 wwe was I CODUR �ln)] 1�Ily m 1 1 1 — I 'o 1 1 1 L—L— Fe L 0 J 4 VG3366 9'"ba � �C) �N o no V o Of 33 3/41)"3/4° O n v GARAGE (OD 1 O(I tiOD �'LXVr �j 33 3/41xbb 3/4" . v ] 3p z � Q Z gL a-o, 2'-10, 9'-0° '-70' 9'-0• 2'-9° FIRST FLOOR PLAN SCALE: 1/4" 1'-O" SHEET AB JOB: 077 DRAWN BY: KW DATE: 10/25/07 _ d �l co) O ry Ln Ir-O' I4'-0' 12'-0' _ , 0-1 W-10' 3'-5 1/4' 7'-1 3/4' V-5' W-10' T-2' l�, Ldl L((6) ((9 Jl T:., E GO (OD t N i r ATD 2" DFI 3662 n S DINT tG �] U'' 7L, ' 29 3/4•x"3/4 % 36 3/4'1" uo DPI. n c) ' o CCUJ t a — _ o ATV 2M3 KITCPENETTE 21 314'x53 3/46 - � G;, 00 Pnll —-I o VG 3766 I I LIVING S DFs 728Q 19LAYD CIO -37 314°x65 314" OIO 72 [I� Olo 131 , i 00 Cam) I� ATD 2153 i — 21 314%S3 9/4° 2g D W. D. a 22 a ice. 6B i�.. .2A a z C3 x Z �/ Q I T-2' II'-10' III-lop T-2' 10'-0" SECOND FLOOR FLAN SCALE: 1/4" I'-O" 5FIEET A4_ Mpg: 0716 DRAWN BY: KW DATE: IO/?5/07 Cc�l o 40 P rs p � n -o' U Ilse 12'-0' IA'-o' 121-0' 101-0, 00 o [ln1 11� --- -----��=mac,---- -----7-=--hI �y r- z _ L 0 _ -- --f -------------� L - —— CINDER WAWNG wAL.L �) (o o I Ssx"' C0ICRETE WALL u'xrr-axra+PAD I `= ra'xrs' cQNTrNuous FOOTING uNDnx SEAMING. WALL 1 , f t -2crc GIRDER m r=, l nO I I 16x6 P.T. POST I I I f I- °Sow TuHE' PIE4 2$' 'BAG FOOT• FOOTING TYP.i q I r � GARAGE Lk 4' CQIGRETE SA AS I I RTC14 TOWARD DOORS I i I DROP to' DROP lo' DROP to, -- -------- -_ ----- --�J _- -------- _- Z Q 2'-5' W—b" 2'-4' q'-6" 2`-4- q:—ga 2'-5- 3,.-0' FOUNDAIJON PLAN SCALE: I/A" - V-O" SWEET A"5' JOB: C 716 DRAWN BY: KW DATE: 10/25/07 o '4 U o 00 I um [nn7 Lill TYP ROOF adCs• Ml O.C. - ISO F.G. INSULJ �� LI 6/a° PLYWOOD SNEATMING/ �d a 12 n t'� ASPHALT SNINGLE5 �s t6•aC ®9 ((ll f1r O RSO F.G. INSUL. LJ O Ca t� s1I � a ixS STRAPPING G 7 1/Y GYP. BOARD FA STENERS AT ALL I� ;r RAFTER/TOP PLATE JUNCTIONS TYP. T9G o39 NAILED 4 GLUED TO Jl;T TYP- EXT'E721QR WALL R40 F.G. INSUL 2 EXT. STUDS 9 10 O.C./ 2,fU2S U2525U 5P- W WI 60•li•O.C. j IYlTS2S6 ] G i• R19 F.G. INSUL✓ 6` V20 PLYPU=5NEATW14G/ (3) it T/w LVL Woos, ((in TPVEK WRAP/W.C. S141WA 3 — r-_-_-_ OAl STAIR OUTLINEis It R10 --- r-__-- GARAGE --- PITC{d TC SLAB r a• ca�lc. s1.A8 7YP_ FOUNDATION WALL P.T. SILL ANWORED 4'-O° O.C. COMPACT FILL asa'-9° CCNCRETE DAMP PROOF BELOW GRADE _ 10°xli• CONTINUOUS FOOTING ® lu CROSS SECTION SCALE: VA" t'-0" SWEET A6 JCB, 0716 DRAWN BY: KW DATE: 10/25/07 �� 1 �� � q ,la 2- ���3� KEEN DOORS - E PATRICS AHSARN -------------- . `—PP,0v10E 160 Covmun„eLW Avmuc Nevin Squun LRAWiATION Suile Ll I)tV"A 2- VENOLATION AS Bv.�un.FIA 02116 Ely-nu,vn,AIA 02519 REQUIRED _ P:611.266.ITI0 P:SRX.9)90312 F617.266.II76 F:SR%,919,9WX W-patrickahearn.com `�- ------- ----- -------- - ' The CONCRETE FROST 4VALL C ondron SEE STRUCTURALROBT OONO.A110N'.'JAIL WHH CMU ON TOP.VERIYDIMEN51ON5 - CRAWL5PACE - Residence FPJ.IJ.ING ABOVE I i I 145 Harborview Street I A5REQUIRED ccEss West Hyannisport,MA PROVIDE CRAWLSPALc iroe{sew=I +T _ VENTILATION l5 - General Notes: REQUIRED �:`5�!-J: JJ��''OUTLINE OF E%ISTING GENER LCONTRACTOR SHALL MAKE ALL E%TERIOR WALL A50✓E. THE RREQU,RE\IEN SOFDTHESELNUERS AtVARE OF I TO BE DEMOLISHED AL WORK SHALL BE PERFORMED IN ;•.. L.E LOCAL. STATE AND N TIONAL BLHLDPGH ILLIM SAFETY. .'�J. -.-.._. ' _.�.�.. : '.:+...�i.• - ELECTRICAL AND PLUMBIG CODES. f T '[FULL HEIGHT BASEMENT V VERIY ELEVATOR I GENERAL CONTRACTOR SHALL BE RESPONSIBLE WALL / I ` - - COMPFOR LLETIONO NF 'ORKTHROUGHOUT THE CURING ALL PERMITS NECESSARY roR FRAMING SHAFT.WALL AND SEE 5TRICNRAL CONTRACT DOCUMENTS. ED IN FIELD A �- MACHINE ROOM LTU �4 I :} RAL REOUIREMENT5 / I GENERAL CONTRACTOR SNALL LAVOLT I THE 'CORDING TO - WJF-LEY.ATOP / , H-D THE ENTIRE WORK TO BE PERFORMED TO INi LOA05. ---- MANUFACTURER / VERIFY DL IENSIONLL RELATIONS111PS BEFORE ..h CONSTR TINGC ED ONSANDSDAL ANT)LDCLVERIFY v - BLLEXIEFORE PROCEEZI G WITH WORK. +'IU�1 GENERAL CONTRACTOR SHALL BE RESPONSIBLE ELEV. •wE1� I' y . / FOR TIIE CD-0RDIN.ATION OF DIM ENSIONAL MECH. II REQUIREMENTS BETWEEN THE WORK OF B03 la ELEV. ROOM a?ac A o REQUIRED TRADES/SUB-CONTRACTORS. ANT DECRE—CIFS FOUND IN THE PLANS. DIMENSIONS,—STING CONDITIONS OR ANY I __ S ALL STRUCTURAL FRAMING MECH. .APPARENT ERROR I THE CLASSIFYING OR — - _ — iO BE VcRIFIED IN FIELD _ SPECTICATIONOFAMODUL T,MITERLALOR WITH STRUCTURAL AREA —ODOF ASSEMBLYISTOBE BE.U.-TO A----1 = ® BD'L DRAWINGS ACCORDING TO THE ATTENLION OF THEGENERAL CONTRACTOrt EXISTING POINT LO{p5. IMMEDIATELY. n �'+ REGARDLESS OF WF ETHER OR NOT AN ITEM IS SHOWN OR SPECIFIED,THE GENERAL IP CON CONTRA IT CONTRACTOR SHALL PROVIDE SAND REM IF IS _n srurw+u>•A.'E �WALLVATH3COURSE50FCMU J / ``mot:•. a'�f. - NECESSARY FOR THE PROPER INSTALLATION OR NS A FL n NCON OF AN M M SHO WN OR SPECIFNED. ON TOP.VEP.IY DIME IONS WITH E%C"TE FRAMING ABOVE. CRETE FOUNDATION / / �� C_ SUPPLTF.RSANDSURCONTRACTORS SHALL ENE{ OROFT HEIR '.• - '.:'.: REQUIREMENTS FOR THE WORK TRADES.WHICN MA/ r M TOSUB.NTiTALOFFI 4OLB➢FORWORILPR,O_ R —OSSLI 5E-LlEvvlm'S JT' �\\SLAB ON GRADR�' FOR DIMENSIONS A.DN=SIZES.DRAWINGS MAY REPR OR GINALLY DRAWN. �•"��,`-•; - - —_ Drawing Copyright: LAS 0NJ�.:+ — AHEARN.AIA.EYPRESSLY RESERVETHE PATRICK COMMON LAW.COPY RIGHTS.AND OTHER ,0ONCRETEMOSTWALL ./ \^t`+ GRADE PROPERTY ft1GHTSINTHFSEDRAWINGS-FIESE 1+— FOR NEW ENDING ABQ< / �.. �• ..,J'— — DREARN A CH— PROPERTI'OF ICX A K SUNY,ENSI'B_ AFA.A N.{RCHRF.OTL E )PATRI REPRODUCED IN A Y / O11 BADE AREA � — X MANNER NOBS NOT BE HI FOR TORN MIR PARTY EY BE.{SSIGNED FOR 05E TO AIN THIRD PARTY IITTHOUT TTRST NJJ — OBTAINING THE ERPRESSED WNTTE LLRMlf5510N OF PATRICK/.HEARN ARC HITECT �g \ • LLC,wND PATRICK.ATIICARN,.AIA. ' �:.•\: — `CONCRETE CUT DIaWtIIg 1tt1P.. FOR NEwD00R - Lower Level b` COS- - Floor Plan FOUNDATION - — F00NDA RE DROVING LEGEND WALL TO REMAIN — PROPOSED WALL EXISTING GARAGE ED5TING WALL WALL — SLAB ABOVE —— - PROPOSED MASONRYIVALL _ February 10,2012 PROPOSED CO.CRE.WALL _ ISSUE DATES O BIDDING: I Ir//I I YCE9tXAXX`•^a:' PROPOSED CONLPETc BLOCY.WALL _ ■PERMIT: I 1 17/1 I O PROPOSEDMNDOWT.As ■CON51PUCTION: 2/10/12 O PROPOSED p00P.TAG - REVISIONS: /9/12 PROPOSED EXTERIOR ELEVATION TAG - — Ddte:Ste Mee,iy Noes: Date: ❑Date: ��II p - ❑Date: PROPOSED SECTION TAG — ❑Date: —105E01NTEM111 ELEVAEON TAG n PROPOSED LOWER LEVEL FLOOR PLAN A- 1 .0b - J PATRICK AHHARN ,ucxtrear - Sm.La IT-i—s—MA ' MA B2339 $E fq{ P 611).i-71016 �Y^PVInSM�l.312 999JJJ YYY tltltl 444+++ ww.patrickahearn.com TYPICAL BA5EMENTWNDOW: t% e{ (,�j 7 {p'� !j 4 //�7 VATH ALUMINUM WESCLAD302a AWNINGOWABOINDOV! ([? fi'S�'y 2j y`til /: 2• The WITHALUMINUMKEEL CENTERLINEONINGST ABOVE I :r I y Condron Liu oM,R5TE Residence FOUNDATION WALL WITH I ..• _ 3COUR5-c50F C. ON TOP _ x•'a ff t +{� �,� VERIFY(51IDIMENMING A50N -� i !fig:�` -----EXISTING FRAMING ABOVE. _ COLUMN FOOTING 145 Harborview Street SEE 5TRUCURAL �c.LON5P.LE West Hyannisport,MA - > - BETWEE DOORS I I ABOVE N --- - -- a - — 1 -- -- General Notes: GENERALRkCTORSAN S P MAKEALL PROVID SUB{ONTRACTORS AND SUPPLEERS AWARE Oi CWxVLSPACE THE REQUIREMENTS OF THESE NOTES. VENTILATION AS ALL WORK SHALL BE PERFORMEDM i I REOUIREO "ATE tl LS ANDN.TION LA BUB.DWG STATE SLAB ON GRADE M FLF.CTRICALA PLUMBING CODLIAFT:TY, ES. I O rqODINATE �_ _____ ___ ___ ---- ___ ______ ___�=p PATIO LV/ `"'� GENERAL CONTRACTOR SHALL BE RESPONSIBLE - Iry1III FOR SECURING ALL PERMITS NECESS YFOR JJJ �LANOSCAPE PUN, CONiRAR DOCUMFMs.15511OMP(£TION OF WORKTHROUGHOUT THE T.B.O.8 GENERAL CONTRACTOR SHALL LAYOUT W THE FIELDTHEENTBLE ALRICTO IOPFJOIP ORBEFORE VERIFYDCT-1IONALRET,110"AL.BEFORE 1 CONCRETE FROST WALL III NSTRUCTINli ANY'PART,.ANp SHALT VERIFY 5EE STRUCTURAL ALLE>ISTWGCO—OYSANOLOCATIONS . _ f�"� •+�.,•: - + BEFORE PROCEEDING WITH WORK. Liu. -10 CONCRETE FOUNDATION WALL WITH FOR CONTRACTOR SHALL BE RESPONSIBLE FOR THE CO-ORDINATION OF 0 MENSI()NAL 3 COUR5E5 OF CMU ON TOP VERIFY DIMEN51GN5 CPAWL5PACE REQUBREMENTSBETWEENTIM'WORKOF I I WITH EXISTING FRAMING ABOVE. I REQUIRED TRADES I SUB ONTR4CTORS. ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS,EXISTING CONDITIONS OR ANY APPARENT ERROR W THE CLASSIFYING OR I CRAWL5PAOE ACCESS SPECIFICATION OF A PRODUCT,M ATERLM.OR EW FOOTING AT A /IS I AS REOUIREO METHOD OFASSEMBLY IS TO BE BROUGHT TO E%15TING Y v THE ATTENTION OF THE GENERAL CONTRACTOR LHIMiIE( I- `T MAIEDIATELY. _ PRONDE CRAtVLSPACE— REQUIRED VENTILATION A5 - 1pe+9Eu..xr SHOW IN SPECIFIED.THEGENERA REG WITEM IS CONTRACTOR SHALL PROVIDE SAID ITEMI R IT IS ONLINE OF FASTING NECESSARY FOR I I To OR WALL ABOVE 7. PROPER 4• - FUNCTION OF ANTTTEM SHOWN OA SPECIFIf�OR TO EE DEMOLISH D SUPPLIERS AND SUBCONTRACTORS SHALL I INFORM THE GENERAL CONTRACTOR OF THEIR ' I _ REQUIREMENTS D THE WORK OF OTHER IRADES W(PIICHMA NOTBEIINDICATEDPWOR .... - ._.) T _ TO SUBMITTAL OFFW.LL BID FOR\VORK __.__ :. t - DRAx SIO SHALL.NOT ANDJORSI SCALED MR I FULL EIGHT BASEMENT UNFINISHED - VERIFY ELEVATOR WALL I DIMENSIONSANOIORCED DRAWINGS AIwY ALLSTRULTUR4LFRAMING .� SHAFT,WALL AND SEE 5TRICNRAL - IM * HAVE BEEN REPRODUCED AT., BASEMENT T08E VERIFI-OIN FIELD A- MACHI EROOM O I Y DIFFERENT THAN ORIGINALLY DRAWN. WITH STRUCURAL RMUIREMENi5 DRi.VNNGS ACCARDING TO _ WFLEVATOR I EXISTING POINT LOADS. -�-- - M.ANUF CTURER Drawing Copyright: 1 �_� l: L - PATRICK A RN ARCHITECT LLC,AND PATRICK - .9HEARN.I.A.--I Y RFSERVETHE COMNION LAW.COPY RIGHTSAND OTHER PROPERTY RIGHTS IN THESE DRAWINGS.THESE T DRAWW GS ARETHEPROPERTYOF PATRICK I. r MECH. '"" ALA.AND SAHRARN HALL NOT BEC,AND PATRICK REPRODOCED IN`IRAR NY N 4LL 5iRUCNRAL FRAMING I x r• ♦ MANNERNORSHAL.THEV BEASSIGNEDFORUSE TO BE VER FIEO IN FIELD I ...-� x� I ELEV. MECH. /a WTH$rKDcruRAL VEP.IFYVlITH B03 I I 2; /ae I I P.00M _ To ANY ITImo PARTY wrtxovr imsr DRAWINGS ACCOKOING TO EXISTING STONE I UP r 'A OBTAINING THE—RI WHITEN FASTING POINT L0405. �1----t f__ T(�IE=P.PIEP1 I 1_ PERAlI5S1ON OFPATRICKAHEARN ARCHITECT V. 1' i �'A�^B�AOVE(TYPILnL , __ __ ALL$TP.URURAL FRAMING MECH. - i' LLC.ANO P.ATAICK Al1EARN,AIA i�.._.-._._.—._._.---{6W-sLil—.—.�......... Q——.—.—.— �_. - __ - __ - iO BE VERIFIED IN FIELD 1 nrH S zu TURAL AREA i I`-- B01 002 ORNHNGS ALCOROING TO ; Drawing Title: a� FASTING POINT LOADS. ,F 2 Lower Level ':• IP Co IO'CONCPETE FOUNDATION FOUNDATION WALL IVIM I I iO<m Sralcw.v_vn:E ' ♦ d-��'• lour Plan Ir _ WALL NTTH 3 COURSES OF CMU 3 COUR5ES OF CMU ON TOP.VERIFY DIMEN510N5 WDH I `ON TOP.VERIFY DIMENSIONS / ? �.r;; EXSTING FRAMING ABOr-c. I �W11H EXISHNG FRAMING ABOVE. , ' -' ' r �p. F _ _ -LAB ON GR.AD� LSrG+YEAE RATIO E T PCALB SEMENTLMNOON j fivu v�L SLEVA ONSP ANDERSX302 AEVMING5 0"CLAD E LMNDONIMTH ALUMINUML—L -� : February.10,2012 CENTERUNE ON WHDOW - - '`- i♦ J`ABOVE 155UE DAiE5 - e s ■BIDDING: 1 1/7/1 I DRAWING LEGEND: C a.wE a -, _ CONCRETE FROST WALL :- , GRADE ■PERMIT: 1 f// I PROPOSED W ALL FOR NEW LANDING ABOVE V �\ t 1�'-_._ ♦ �'�?�„ L5UNKENSL-A ■CONSTRUCTION: 2/10/12 Oa(iR4DE A E%ISTING WALL WALL ,+' I / V� '- `�.%� -" RfV15101,15: ------------------ •--! ODate:s.ce Mca��9 rvoms: I/9/12 1ROP05ED MASONRY WALL / • L______1___________: }'I° Np" '••' .�. ❑Date. ,::... MP05ED CONCRETE WALL A'Y -:'- ❑Date: -\. ❑D t. PROP05ED CONCRETE BLOCK WALL - \ ❑Date: 1 .rQ PROPOSED WNDON TAG 11-0" _ X%X PROPOSED DOOR TAG PROPOSED E%TFRIOR-EELEVATION TAG 2 PROPOSED SELTON i.1G PROPOSED LOWER LEVEL'FLOOR PLAN X PROP05E0 INTERIOR ELEVATION TAG A- 1 .0a Finish Grade NOTES �` .• Septic System � ° '•• I.Water Supply ForThis Lot is Municipal Water •: No. ( ;' Filter '�._ 2 Location of Utilities Shown on This Plan Are Approx. _.ti• k•• g • ,e "'' •Ra. i� •Compacted Fill I -��- • to -4 t , �%7 �� Fabric _ At Least 72 Hours Prior to Any Excavation ForThis a•' •• _ ° Q/ / _ Pro t h Il Make '� jest The Contras orS a The Required 1�8'L id, Notification to Dig Safe(1-800-322-4844) ••+i Pea Stone 3. The Contractor is Required to Secure Appropriate 65.00 - ,/� '� Permits From Town Agencies For Construction ' Oo„i� Defined byThis Plan. ie 9 i °n o _• Leaching „ ,,, 4 Install Risers as Required to Within 12"of r Septic System _ N L p y ��* Chamber 3/4 -1 1/2 Finished Grade. US' 1..__ I _t.. .__..I O c I ba y6 F7elcnv� ,�'+ � N0. 2 cv Double Washed •�°J . . p, Stone 5.All Structures Buried Four Feet or More or Subject \ - I STsAro1lK ' 100 076 R�sBRv� to Vehicular Traffic tobe H-20 Loading. z 4-10 `� PRI MAciy n 6. Septic System to be Installed in Accordance With T L _ _ _ 000 2� 12 -0 310 CMR 15.00 Latest Revision And The Town of _HA R 0_ �a � - o Barnstable Board of Health Regulations ti °� ..IS yy° sland u'� 7. All Piping to be Sch.40 PVC. ;,t W LL fR°l✓y CROSS SECTION OF CHAMBER t-- - i < c 8.Septic Tank Shall be a 2000 Gal., 2 Compartments. -1- -- 1 -- --I `� �' 1O •:NOT TO SCALE. The First Compartment Shal I Have a Volume of Not (M+�+) � ��, `� (Mu+l Less Than 1,320 Gal.And The Second of Not Less LOCUS PLAN t7 ( r' < \ o Than 660 Gal. pcz+nnaRy I % J o <` a TANK C Scale: I =n ' 100�a RESERVE -` i� ��� Assessors Map 0245 +11%0 , N�<,c Parcel 06 '••......, ... FG. 17.8 .... � `'� o a� F.G.18.0 SYSTEM I • a< DESIGN DATA •,, <�� �6 1 14.0 Single Family-6 Bedroom IL,q + ,, \ / With Garbage Grinder p - �� `• 15.3 2000 Gallon 15.1 Top E1.15.0 Daily Flow=110 x6= 660 GPD •.� ` i ,,,o I Septic Ta i k 14.7 14.5 Bot.El.12.0 Septic Tank-660 GPD x 200%=1320GPD of . Use 2000 Gallon Septic Tank 4 I ,,., . ..,.•,.. •� ' Bedding as LEACHING AREA 0. • Per Title 5 7.0 p ,; , 660 GPD/0.74= 892 SF+50%=1338SFRequired .i •• ,,/� 26 it' 20 24 12 Sidewall = 2(12+81')2=372 S.F. :• `� v, , Ground Water at EL.5.0.As Bottorn Area= 12'x 81' = 972 S.F. oz V.+�$ �• p Per T.O.B.Ground Water Map. 1344 S.F.Total Provided C�Q •.� _ _� LEACHING CHAMBER DESIGN •� �zp DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Ail Pipes to be Schedule40. Use . �t 5 � Not to scale 8-500 Gal.�eoching Chambers Total . � a SYSTEM No. K �1.7 % 2� fi �� Shownl2'x 41 Washed Stone Fields as -�\ • m '` �ti� •••• FG. 17.0 F.G. 15.0 SYSTEM 2 % •. .•'`�• • : / DESIGN DATA <4 '. •. •' (} y _ I Single Family-3 Bedroom \ \ ` F � ti, � 4 I ml 14.5 - 12.5 Daily Flow=With no Garbage Grinder ti 13.9 1500 Gallon 13.7 Top EI. 13.5 SeptiicTank'330 GPD x 200%=660 GPD Septic Tank 13.0 12 8 Bot.E1.10.5 Use 1500 Gallon Septic Tank � 18- Bedding as LEACHING AREA - - Por Tit+a 5 5.5 a , ^ X 330 GPD/0.74=446�SF Required t - -•---. ! I >..._. _ I?' Sidewall =2(12'+2!')2=148 S.F. _..._... ....-._.�..._._^__- __..a':.,, ©� � �r Ground Water at El.5.0 As Per 44$ g,F Total Provided N ? ;'� ,` T.O.t3. Ground Water Map LEACHING CHAMBER DESIGN } 50 �N% DEVELOPE:D PROFILE OF PROPOSED SEPTIC SYSTEM A'I Pipes to be Schedule40. use 8- .� � >>--•- ��` `` \ v� / Not to Scale 2 -500 Gal.Leaching Chambers ina -- SYSTEM No. 2 12'x 25'Washed Stone Field as Shown '�..� x c; PETER \ t rtiF7d CIVIL 115 Direotioti, [c) Site: �ealSe ruin Street in Hyannis to the West End Rotary; Take right Scudder '" 41tit sand then right onto Smith Street which runs into Craigville Beach p `> Road and left onto Harbor View Street. [-louse is on the right #145 1P SITE PLAN PLAN VIEW PROPOSED SITE IMPROVEMENTS Scale � I = 30' ' - & SEPTIC SYSTEM UPGRADE AT 145 HARBOR VIEW STREET WEST HYAN N ISPORT, MASS. There are no wetlands within 100 feet of the proposed leaching facility. F 0 R MARGARET M. CON DRON There are no private wells within 150 feet of the proposed septic system. There is no increase in flow and/or change in use proposed. SCALE AS SHOWN DATE MAR. 9 , 1999 There are no variances requested or needed. SULLIVAN ENGINEERING INC. OSTERVILLE,MASS. ATTACHMENT A 99012 GENERAL NOTES : 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING SITE CONDITIONS AT LOCUS 2.) LOCUS AREA IS COMPRISED OF PLAN BOOK 187 PAGE 19 ASSESSOR'S W 245, LOT 006 OWNER: MARGARET' M. CONDRON 15 EAST 82nd STREEET NEW YORK, N.Y. 10028 3of 3.) UTILITY INFORMATION SHOWN HEREIN: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING U1ILITIM AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE �3za�� Iy ?'rg• x WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE SAID 3 l. D INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM PLAN INFORMATION, THE CONIWOR SHALL NOTIFY THE ENGINEER IMMEDIATELY F'DR POSSIBLE REDESIGN. AN Oil / • SEPTIC SYSTEM LOCATION IS APPROXIMATE, PER TOWN OF 13ARNSTA13LE AS BUILT CARD 199-122, COMPLIANCE DATE 10/12/99. CONTRACTOR TO VERIFY IN / FIELD THE ACTUAL LOCATION OF UNDER GROUND COMPONANTS. 3 • WATER LINE AND APPURTENANT INFORMATION IS BASED ON A COMBINATION OF WATER DEPT. N CARD C-5187-0 DATED 5/12/76 AND FIELD LOCATION BY BARTER NYE ENGINEERING do w SURVEYING ON NOVEMBER 1, 2007. R Z �.qp• ti y � O tv / as r l r PARCEL AREA / PLAN BOOK 187 PACE 19 $/ r 101L610 Squas Feet Z40 Aora f " 1�,� 1 to Wan HI¢i Wbbr r � u I r r $fir �� r 3 r tv �tqp 412 • ` n� r PROPOSED NEW C UC ONSTRTION Q' H w '���� �}rI l W �4 co 4f p0csf, l � ! /r Q hstRuOR 10,3. 00 10 0 4t '?' PQ / 0 GE LOCATKMr _ / z DATE 07-23-07 N Q 'r�►a-f � ad ftoo. / Cn GRAVEL PARKING NO 1INFORMATOM AVARMILE FROM CHAIN LINK FENCE -� I BAfMTA%E BOARD OF IIIEAL71i CONTRACTOR TO VERIFY ALL NVERTS I AND LJNE LDCA71M PRKIR 70 COMMENCING WORK TIE INTO EIQST11T0 0 ` LNES AS NECESSARY / F NEW CONNECTION REQUffM SET SYSTEM 1 p 0 MN SLOPE - IX- USE C SCH 40 PVC e � N t- SYSTEM 2 C x ♦ g to EDGE OF LAWN y TBM O CB/DH EL - 13-W �/ 18 1 ♦ STONE WALL \ ` 2' HIGH fj EDGE OF LAWN '[ 18' THICK '- �„� \ , TBM O STAKE � TOP OF / � � EL - 17.29' � Q rr0 CB FN COASTAL BANK 1 � \ ; � ,` i �,�"1 � ! \ NOTE: \� � OCTAGONAL OBSERVATION TOWER `) THIS LLINGS AND DETAILLOCATED `�` LOCATION OF SEPTIC SYSTEM UNKNOWN AREAR SURVEY CIRCA 1997 AND �` 18 1 , BAR£ SUBJECT TO FIELD ` �"� `\ BOTTOM OF BANK i� ` ' VERIFICATION. 6 - CL TIMBER STEPS J '\�\ `-'\ �`. ;' \ `N OF FOOTPATH MEAN HIGH WATER 01-08-1997 \��` �` \\ \\ jt ! ' i NN 14 N N NN Z \8~10 SITE LOCATION; �,\ ® !` 8 d ui F t7 N ii �r11 eo e F '6/� West Hyannis Port, Ma. `%N g N\ PREPARED FOR 'INN, N/P AM E. YOUNG Margaret I , Condron 4 15 East 82nd street N HAZEL. a CRANE Now York, N.Y.,, 10028 ti TITLE ■ R Building Permit Plan O BARTER NYE ENGINEERING & SURVEYING w Registered Professional Engineers and Land Surveyors 78 North Street-3rd Floor, Hyannis,Massachusetts 02601 Phone- (508) 771-7502 Fax-(508)771-7622 co N ! Op 30, 60' go, 0 o N SCALE: 1" 30' m rn 0 0 DATE: 11-01-07 a M t 0 3 r w 0.1 BY DATE REMARKS IDRAWN ErY.: ire IDESIGNEDHECKED • MWE DRAWING NUMBER rn o ` 0: 2007 2007-039 SURVo y worksht 2007-039b .dw 2007-039 0 0 N O