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HomeMy WebLinkAbout0276 HOLLY POINT ROAD - Health 276 HOLLY POINT- AD, CENTERVILLE A=232-029.003 i I No. 42101/3 ORA ESSELTE 10% 0 0 0 0 .I No. `� Fee 1501 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_jL Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Vsposal 6pstEm (Construction 'vErmit Application for a Permit to ct(Repair( ) Upgrade( ) Abandon( ) ElComplete System ❑Individual Components Co s nx l'b' k). ;A bibs'VIA:J Location Address or Lot No.1-1 a gwa Owner's Name,Address,and Tel.No. Assessor's Map/Parcel :L3Z ''®ZCi - D 03 Installer's Name Address,and Tel.No Desi ner's Name Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd. Design flow provided gpd Plan Date Number of sheets Revision Dtate Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 12 .a�gg ao 4c14' xt� Elf IL Date last inspected: Agreement: The undersigned agrees to ensure the construction and maint ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment Co and not to place the system in operation until a Certificate of Compliance has been issued by this Board o alt X Signed Date ® Lk Application Approved by Date Application Disapproved by Date for the following reasons Permit No. --- Date Issued A-7C a-1 'No. �� a Fee E ' n THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_��- xy PUBLIC HEALTH DIVISION - TOWN OEM,BARNSTABLE, MASSACHUSETTS Yes Rpplication for Misposar *pstem Construction VPrmit Application for a Permit to Construct(VRe air( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.z'z� �ta�tiy L� Owner's Name,Address,and Tel.No. 1 Assessor's Map/Parcel )ZZ —0 a,•.C( O a 2.?� &y 2a `'� ��"t�r"' Installer's Name,Address,and Tel.%-i-o^ f � 6�G,. Designer's Name Address and Tel.No. 1 r , �,ftn Type of Building: t Dwelling No.of Bedrooms `Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided i gpd j Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S:A.S. r' Description of Soil Nature of Repairs or Alterations(Answer when applicable) _ psi ,�� SaR!Lr c ,,,,g C�aq r. 2 Cry r,<-�z u,_ .� J-1 I x ; �. a aD p� Date last inspected: Agreement:The undersigned agrees to ensure the construction and main�te'nance 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 Health Signed V V Date y Application Approved by ( � V//, nu S Date Application Disapproved by Date for the following reasons Permit No. Date Issued 4 ------------ ----------------------- --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE MASSACHU SETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V)/ Repaired( ) Upgraded( ) Abandoned( )by �i a.. Cl i c f-A- 1 othe^h,rr An at 2?Ln ,Q has been constructed in accordance with the provisions • Title 5 and the for Disposal System Construction Permit No. dated rinstaller Designer Uu #bedrooms n/ /Y Approved design flow # gpd The issuance of this permit shall not be construed as a guarantee that the system will function esigned. n/ Date ti ,?/ Inspector l(`/ No. Fee /�i� - ✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �,4. , ,� �i8tlo�al �pstPm �DnBtrULtion �ertnit Permission is hereby granted'to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at [ —f r and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. i Provided:Construction must be completed within three years of the date of this permit. . _ � Date�� ��( Approved by' � )r s)F igrA A i .. . ... .. } ......_._.:.1 ._._._..........�.,...... i � C9P�ttt� t7# � i L� tXrb3 ern ' Saar CommentsPrrwztamrn Ad ype your comment here or select from thy:list :. ,.. parzisti i 4 parcel already has 3BR°s 2 in main house and 1 in boat house parcel is in all df the zones t October P and under an acre 3BR MAX j R ild 2020 : ......:-,.:. 31 parziafr} 11( October boat house does not have a bedroom and system provides flow for 3'BRs and lot is >30K sq 19 ft 2020 �,.a *-'' ''�:: .....� i,'. 6, ' .:�w ,.y..,�s.«a�„�...... .'�Y,% a��, %". „ ,.R .�.�X .::.a,..`?-.rn',i�t�. /� of Qli_ TOWN OF BARNSTABLE LOCATION '�°�(v l4cu -4 for as-r 93h . SEWAGE # 6 VILLAGE (2C—N-,,/tU- ASSESSOR'S MAP 6z LOT,111_dA .�yo3' INSTALLER'S NAME & PHONE NO. &US 6205 , CGNS( o� 30.- -37 SEPTIC TANK CAPACITY / Smo ' J so0 6A- Pv-*,1! LEACHING FACILITY:(type) Fop- 6 l Fru-5 mom-- (size)X NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER O�SL.L BUILDER O OWNER �1-� �Ao� 1•1,r�i.c sue,✓ DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED:_ S- 73 n�tiNi�� VARIANCE GRANTED: Yes No �/ o� aM J Z a 2a.- D�q, o03 P 339 578 827 us Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Intema' nal Mail See rave e Sentto St et& u er o ice, P Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee rn ReturnReceipt Showing to Whom&Date Delivered a Return Receipt Showing to Wham, Q Date,&Addressee's Address 0 TOTAL Postage&Fees Is M Postmark or Date -Af LL U) tL I Stick postage stamps to article to cover First-Class postage,certified mall fee,and charges for any selected optional services(See front). 1.If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural carrier(no extra charge). m 2. If you do not want this receipt postmarked,stick the gummed stub to the right of the m return address of the article,date,detach,and retain the receipt,and mail the article. U) 3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of article RETURN RECEIPT REQUESTED adjacent to the number. 4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee,endorse RESTRICTED DELIVERY on the front of the article. 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. rp 6. Save this receipt and present it if you make an inquiry. a c Town of Barnstable . Department of Health, Safety, and Environmental Services • BAMgrABLM • MAM. Public Health Division s679• ArF p a 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health July 10, 1997 , Sheldon Nitenson 276 Holly Point Road Centerville, MA 02632 NOTICE TO ABATE VIOLATIONS OF THE TOWN OF BARNSTABLE BOARD OF HEALTH NUISANCE CONTROL REGULATION NUMBER TWO The property owned by you located at 276 Holly Point Road, Centerville was inspected on July 7, 1997, by Dale Saad, Coastal Health Resource Coordinator for the Town of Barnstable, The following violation of the Nuisance Control Regulation Number Two Regulation was observed: 3 inch PVC pipe observed which is used to discharge wastewater effluent onto the surface of the ground. The effluent then flows into Bearse Pond. You are directed to correct the violation within twenty-four (24) hours of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven (7) days after the date order is received. However, this violation must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and $15.00 for each additional violation. Tickets will be issued daily until the violations are corrected. PER ORDER OF TH BOARD OF HEALTH T omas A. McKean Director of Public Health I r 1 � �Y\— �to VN,5 0 NOTICE TO ABATE VIOLATIONS OF i4-5=GM=I-4= 0:00—STATE-SANITARY -C-ODEil-1VlIN-I#IUM STANDARDS-OF FIT-NfSS FOR IiUMAN-HABI-TATION — AA1.>)� TIIE TOWN OF BARNSTABLE . BOARD OF HEALTH NUISANCE CONTROL REGULATION NUMBER-ONE-"W a . The property owned by you located atby'_DrVg_ 1� o�i kA VQ i Y' \ e.t� was inspected on uan 1997, Q� CoAsfi,�i �a�c waWi-Inspeotor' for the Town of Barnstable® hw— -a o,-®f a The following violations of the Nuisance Control Regulation Number � Regulation -antfe� anI a C--ode II were observed: 3a� ?VC i �, al\oW� VN_� ` You are directed to correct r Y�2, violation .within of receipt of this notice. You may request a hearing if written petition requesting same is received by the Board of Health within seven(7) days after the date order is received. However, this violation must be corrected regardless of any request for a hearing. Please be advised that failure to comply with an order could result in a fine of not more than $500. Each separate day's failure to comply with an order shall constitute a separate violation. You are also subject to non criminal citations of$40.00 for the first violation and $15.00 for each additional violation. Tickets will be issued daily until the violations are corrected. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean Director of Public Health T d SENDER: -o ■Complete items 1 and/or 2 for additional services. I also wish to receive the a ■Complete items 3,aa,and 4b. following services(for an 4) ■Print your name and address on the reverse of this form so that we camretum this extra fee): card to you. ai ■Attramc?this forth to the front of the mailpieos,or on the back if space does not 1. ❑ Addressee's Address Z `. ■permit. Receipt R uested'on the mail piece below the number. d d a ea p' 2. El Delivery N .t. ■The Return Receipt will show to whom the article was delivered and the date ., C delivered. Consult postmaster for fee. ° v 3.Arficl Addr sed to: 4a.Article Number d d E 4b.Service Type 0 - ���� ❑ Registered Certified ca ❑ Express Mail ❑ Insured S ¢ ❑ Return Receipt for Merchandise ❑ COD W m al 7.Date of Delivery z p 5.Received By:(Print Name) 8.Addressee's Address(Only if requested r W and fee is paid) t H g 6.Si re: dressee A T COD 45tForm 3811, December sa ,ozsss-s�-s-o,7s Domestic Return Receipt mien e`4 Mq _ Ftr �Fassyv►�IT UNITED STATES POSTAL SER �J� a&-m Paid • Print your name;address, and•ZIP Code in this bozo -- P€blic Health Division Town of Barnstable P.O.Box 534 Hyannis,Massachusetts 02601 h /ca M�.�► z?► (i{1 still 611{Jt1i{-11It III I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL.PROTECTION ONE WINTER STREET,BOSTON MA 02108 (617)292-5500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI DAVID B.STR.UHS Governor Cornmissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address `276 H 0 L LY P";0 I N T. ROAD, O S T EA c u c l DON N NITENSON 9/ 13/0 0 Address of Owner: c u r l I v n n T sl T n n e n , C"TERVILLE Dow of Inspection: Nacre of Inspector:(Please Print) R E I D C. E L L I S 1 on a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 16.000) Company Name: ELLIS BROTHERS CONS? CO "ai6rrgAddrass:23 ENTERPRISE R91��^, v �.�M PORT, MA Telephone Number: 508 Ten r_ n 3 7 CERTti1:ICA�IOf11 STATE(YR3NT I certify that 1 have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the ti of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site age disposal systems. The system: Passes ` Condition Passes _ Needs er Evaluation By the Local Approving Authority Fails • ' / /A, . inspector's S7 Date: v v The System inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)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. NOTES AND COMMENTS ti t/ -r, i�•� /� :s G�-�,.ti er s C�ivro r.✓ ( �t9 es� 0or �V1� a�. 3 ?000 4 ��PSr`rt T, r revised 9/2/98 Pagel ofll SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIRCATiON(continued) PropeetyAddress: 276 HOLLY POINT, C96TERVILLE, MA Owner: SHELDON. NITENSON Date of Inspection: 9/1 3/0 NIISPECTION SUMMARY: A, B, C, or D: A.' /SYSTEM PASSES: _11n 1 have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure ///� criteria not evaluated are indicated below. COMMENTS: �y B. SYSTEM CONDITIONALLY PASSES: One or more system components as described in the"C ditionai Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair,as approved by he Board of Health,will pass. Indicate yes,no,or not determined(Y,N,or ND). Describe basis i if determination in all instances. If"not determined",explain why not. The septic tank is metal,unless the owner or o 3eretor has provided the system inspector with a copy of a Certificate of . Compliance(attached)indicating that the tank as installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is crack d,structurally unsound,shows substantial infiltration or exfiRration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. Sewage backup or breakout or high static watt r level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken,settled or uneven distributi n 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 c r replaced The system required pumping more than four ti rnes a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Met ith): broken pipe(s)are replaced obstruction is removed revised 9/2/98 Page 2of11 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(pantinuedi P,w"Ard,m: 276 HOLLY POINT ROAD ,Q'PERVILLE, MA owner:SHELDON NITENSON Daft of Inspection: 9/ 13/0 0 C. FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:A Conditions exist which require further evaluation by the Board o ealth 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 IN ACCORDANCE WITH 310 CMR 15-303(1)(b)THAT THE SYSTEM IS NOT FUNCTIONING,N A MANNER WHICH WILL PROTECT Tt E PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering veget ited wetland or a salt marsh. /v xl SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PU WATER SUPPLIER.ff ANY)DETERMINES THAT THE SYSTEM IS FUNCTIONING N A MANNER THAT PROTECTS THE PUBLIC TH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption syste (SASI and the SAS is within 100 feet of a surface water supply or tributary to s surface water supply. The system has a septic tank and soil absorption syste and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soli absorption syst and the SAS is within 50 feet of a private water supply well. The system has a septic tank and soil absorption syste and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis r coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the pr ence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to deterwrk ne distance (approximation not valid). 3) OTHER revised 9/2/98 ftp 3 of 11 L SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(tamed) PeopertyAddren: 276 HOLLY POINT ROAD, (tQTERUILLE , MA Ownff: SHELDON NITENSON Date of Inspection: 9/13/0 0 D. SYSTEM FAILS: / ,Iff You must indicate either"Yes" or"No" to each of the following: /(I have determined that one or more of the following failure ccexist as described in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should I is contacted to determine what will be necessary to correct the failure, Yes No Backup of sewage into facility or system component fue-to an overloaded or dogged 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 nvert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert r available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year OT due to clogged or obstructed pipe(s). Number of times pumped T 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 Df a surface water supply or tributary to a surface water supply. _ Any portion of a cesspool or privy Is within a Zone 1 f a public well. _ Any portion of a cesspool or privy is within 60 feein private water supply well. Any portion of a cesspool or privy is less-than 100but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well hasanalyzed to be acceptable,attach copy of well water analysis for -coliform bacteria,volatile organic compounds,amA/nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: You must indicate either"Yes" or"No" to each of the following: The following criteria apply to large systems in addition to the 'teria above: The system serves a facility with a design flow of 10,000 gpd r 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: Yes No _ the system is within 400 feet of a surface drinking w iter supply the system is within 200 feet of a tributary to a surfa re drinking water supply _ the system is located in a nitrogen sensitive area(Int4 rim Wellhead Protection Area=1WPA)or a mapped Zone II of a public %,ater supply well) The owner or operator of any such system shall upgrade the system In smordence with 310 CMR 18.304(2). Please consult the local regional office of the Department for further information. revised 9/2/98 Page 4of11 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST property address: 276 HOLLY POINT R-0 A D, CBOT E R V I L L E, MA - Owner: SHELDON NITENSON Date of Inspecu«" 9/13/0 0 Check if the following have been done:You must indicate either"Yes"or"No" as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health. None of the system components have been pumped forat least two weeks and-the system has been-receiving marmot flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. l _ As built plans have been obtained and examined. Note if they are not available with N/A. 5 The 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. All system components,excluding 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 tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. The size and location of the Soil Absorption System on the site has been determined based on: Existing information.For example,Plan at B.O.H. Determined in the field(if any of the failure criteria related to Part C is at issue,approximation of distance is unacceptable) [15.302(3)lb)) The facility owner(and occupants,if different from owner)were.provided.with information on the.propermaintenaace.of SubSurface Disposal Systems. i revised 9/2/98 Page 5or11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION property Address: 276 HOLLY POINT ROAD; i T E R V I L L E , MA. Daft of Inspection: NITENSON 9/ 13/00 " ROW CONDITIONS Ii IDENTIAL- Design flow:�g.p.d.lbedro m. Number of bedrooms.( `es�'�: '�/� Number of bedrooms(actual)= - Total DESIGN flow-�= Number of current residents:_ Garbage grinder(yes or no):-AIV Laundry(separate system) (yes or nol;o0f If es,separateinspection required Laundry system inspected lyes or no) "7' Seasonal use(yeseadi g no): [� /L ��„e�►> �? Water meter readings,if ailable(last two year's usage( 1: Sump Pump(yes or no); Last date of occupancy.� -r- j(� COMMERCIALMDUSTRIAL• Type of establishment: Design flow: god (Based on 15.203) Basis of design flow Grease trap present:(yes or no)_ Industrial Waste Holding Tank present:lyes or no)_ Non-sanitary waste discharged to the ride 5 system:(yes or no)_ Water meter readings,if available: Last date of occupancy: OTHER:(Describe) A��f Last date of occupancy: - GENERAL INFORMATION �---PUMPING RECORDS and source of information: System pumped as part of inspection:(yes or no)..d&Q If yes,volume pumped: gal ons, R son for pumping: TYPE SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) I/A Technology etc.Attach copy of up to date operation and maintenance contract Tight Tank Copy of DEP Approval Other APPROXIMATE AGE of all compQpents,date installed Af known)and source of information: lo Sawape odors detected when arriving at the site:(yes or no)&AL-) f y revised. 9/2/98 Page 6of11 f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION lcontimied) Property address: 276 HOLLY POINT ROAD, rVITERVILLE, MA Owner: SHELDON NITENSON Date of kwpection: 9/1 3/0 0 ^ BUDDING SEWER: (Locate on site plan) �N Depth below giade:L Material of construction: cast iron 40 PVC—other(explain) Distance from private water supply well or suction line Diameter 44 i� Comments c nditi of joints,ve 'ng,evidence ot:Iea SEPTIC TANK- (locate on site an) VC01crete— — —Depth below graderMaterial of construction: metal Fberglass Polyethylene other(explain) . If tank is metal,list age_ .Is.age.confirmed by Certificate of Compliance_(Yes/No) Dimensions: U Ly J 1'�*f�A�'l^� Sludge depth: I-- Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: b Distance from top of scum to top of outlet tee or baffle: !� Distance from bottom of scum to bottom of outlet..tee or baffle: b How dimensions were determined: Comments: r (recommendation for pumping,co ''on i _.t�rtd o e ees or ba depth of 'cptid lev in relation t at invert,structure t evidence of of le�cage,etc.) d t/fyn GREASE TRAP: (locate on site plans Depth below grade:_ Material of construction: concrete—metal—Fiberglass —Pal ene—other{explain) Dimensions: Scum thickness:_ Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments: (recommendation for pumping,condition of inlet and outlet tees or I affles,depth of liquid level in relation to outlet invert,structural integrity, evidence of leakege,etc_) revised 9/2/98 Page 7oft! SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM _.. PART C SYSTEM INFORMATION(cordinued) �.�e.ty Adaress: 276 HOLLY POINT ROAD ,C4&AT E R V I L L E , MA . -. Owner: SHELDON NITENSON Date of InspectieD= 9/ 13/0 0 /v TIGHT OR HOLDING TANK: (Tank must be pumped prior t or at time of,inspection) (locate on site plan) Depth below grade: Material of construction:_concrete,metal_Fiberglass__Pal rethylene—other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm presets Alarm level: Alarm in working order:Yes_ No_ Date of previous pumping: Comments: ~(oondition of inlet tee,condition of alarm and float switches,etc. DISTRIBUTION BOX (locate on site plan) �jJ� 4 Depth of liquid level above outlet invert: 00e " comments: (note if level and distribution-is a ual,evidenc4Wf solid carry er,evid nc of 1 to or o x.)AC.) PUMP CHAMBER: (locate on site plan) ! `� d Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: j�J'✓ 49 (note condition of pump ch be , ondition f pumps and u nances, 1. revised 9/2/98 Page 9otu SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(condmeM kopertyAddress: 276 HOLLY POINT ROAD, CQ®TERVILLE, MA Owner: SHELDON NITENSON Daft of Inspection: 9/13/0 0 SOU.ABSORPTION SYSTEM(SAS)- (locate on site plan,if possible;excav on not required,location may be approximated by non-intrusive methods) If not located,explain: Type: leaching pits,number:_ leaching chambers,number: OK leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number:_ Alternative system: Name of Technology: Comments: (note condition of soil,signs of draw is failur �level of ndin amp soil,c ndjtion of�f get etc.) 0 rl-au Ai i its-tvl� CESSPOOLS:_ (locate on site plan) Number and configuration: 0'00�r Depth-top of liquid to inlet invert: Depth of solids layer: Jepth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of Inspection) Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) or PRIVY-_ 1004r (locate, sitq plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of;,oil,signs of hydraulic failure,level of ponding,coi dition of vegetation,etc.) revised 9/2/98 Page 9of11 I SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTIONY FORM PART C SYSTEM INFORMATION(continued) NptyA 76 HOLLY POINT ROAD,C64TERVILLE, MA Owner: SHELDON NITENSON Date of Inspection: 9/13/0 0 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) op obo � 4 revised 9/2/98 Page 10of11 _ I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) VapettVAddress: 276 HOLLY POINT ROAD, CCATERVILLE ,MA owner: SHELDON NITENSON Date of Inspection: 9./ 13/0 0 NRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moc orate Deep SITE EXAM Slope Surface water Check Cellar Shallow wells C'�.�L✓� . ���pry � ' Estimated Depth to Groundwaterly-Peet Plea indicate all the methods used to determine High Groundwater Elevation: btained from Design Plans on record bserved Site(Abutting property,observation hole,basement sump etc.) Determined from local conditions Checked with local Board of health Checked FEMA Maps Checked pumping records �:Yused ecked local excavators,installers USGS Data Describe how you established the High Groundwater Elevation.(bust be completed) --tZ44--' ov revised 9/2/98 Page liorti rlo...�e--- ?3Z— ' Fim...1.0...�.. THE COMMONWEALTH OF MASSACHUSETTS �, ,cf BOAR® OF HEALTH a���;�O;Y.t J TOWN OF B A R N ST A B L E 8ams �@ Conservation Department Appliration for Diri offal Works To it Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: o � ----------------------------------------- Location'-A dress or Lot No. ___._._ RJE -------- ---------------------------------------- ------.- ----------- -------- ------- Own /� Add re W ( N Cam•= �3 . ✓ --i ` ' Installer Address d Type of Building ,mill Size Lot............................Sq. feet f Dwelling—No. of Bedrooms---------if...----_--_-_--------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) a Other fixtures ------------------------------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic 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 ( ) Percolation Test Results Performed by------------ ............................................................. Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 04 ....-----•.........................••----•-••------••-••.....__...----•---••.............---•----.....................-----............------.._....._..---•- 0 Description of Soil................................................. --....--•---....-•---•---•----------------------.....-----------------•---••-------------.................._-•-------- W V --........-•-•-•---------------••-•..............--•-----------••-•-•-••-•••-----•••••----•--•-••--•------••--•---------•••--•--•---••---•------•---••-•........_........................................ W -•••-•-----------------------------•................._..---- -• . % ...... �� UNa . e of Repairs or Alterations—Answer when applicable_...�....__%�r._� _......t :_.._. ...!....LZ...�............. 0 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental de—The undersigned further agrees not to place the system in operation until a Certificate of Comm issue by the board of health. Signe ......... .......-. . Xz....!.................... Application Approved By ............ is- .n. '....---------...---.------- Dice Application Disapproved for the following reasons: .. .. ..................... ... ..... .. . ... ............................ ......... ..................................................................................................................................................._........................................................... .................�f........--......... Permit No. ......e. ..- -�.a. ............ . Issued ......................................................... Dace THE COMMONWEALTH OF MASSACHUSETTS p 7r� BOARD OF HEALTH 1 / TOWN OF BARNSTABLE ,,�'' �Apphrativit for. Diripwial Works Tutt�f urtiun r uttt Application is hereby made for a Permit to Construct (, ) or Repair ( ) an Individual Sewage Disposal System at: - t .... . .. .......,r--------------------•---........................................... Location-:1 ldres5 - ......V.�-�-�.-�=.......fit....' ...- + _12 ..! �r ............ V l Owner / Addre / j Installer Address UType of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms._-.---�---------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons...........---_---.----.--- Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------------------------•------------- ---------.....--------: --•--•....-----•--------•..._-•----•• W Design Flow............................................gallons per person per day. Total daily flow...................................I.........gallons. W Septic Tank—Liquid capacity........---gallons Length---------------- Width---------------- Diameter.-.--.--_---.-- Depth................ x Disposal Trench--No. .................... Width.......---.......--. Total Length.................... Total leaching area....................sq. ft. 3 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------------------------ 44 Test Pit No. 2................minutes per inch Depth of Test Pit--.-----....--...... Depth to ground water.....................--. a --•------•----------------------•--.........--•-•-----•-•-------•-...•--•-•-----...............--•-•...................................... ----------------- ODescription of Soil.................................................................................................................................................. ...............--- V --------------------------•------•-.....-•---------••--•-•-•------.....---------------........------•••-•------•--------•-•-•--•--•--...._..------------------........................•---•......__----- W .......................... ------------------------------------------------------------••- --------------....-------------------------------------.....--------•-----•-----............-•---•--.......-- U Nature of Repairs or Alterations—Answer when applicable_-,/`Iz..=S.....xF �?..-•--.1......s.=__i.•: �= ------------ ...................... rti •.---................................................................................... ) ............................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental ade—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has'been issued by the board of health. Signed .. ................... Date 'I Application Approved By .......... . .j............................................................................ . / ........ .................... Date r' Application Disapproved for the following reasons: . ............. . .......................................................................... .........:................... i Date PermitNo. ........ .�-----I?, .-�-------------------- Issued` .....-.............................................. ............ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE C�e>rtiftettte of Contylia ce THIS I�0 CERTIFY/, That the Individual Sewage Disposal System constructed ( ) or Repaired bGl J..-.... ?.� ...................................................... y ............... ------- -< Ins akr at ........ ...........�_J�.......-.��!_ 2Q ., ....��? . ,< -� _ ............. ....../, ..v, ,a'E..•= - '-----------------------.......................................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. .---.Yc2 --- dated ..................... .. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....._.......... ..-J:-S_.^.-L. ...... ........... Inspector ..... .---------------.................................................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No.... _r.......d FEE..... -,..��......... Ropuual Worhp Tunutrudiun Prrutit s !Los t Permission is hereby granted ---- to Construct ( ) or Repair (>f-) an Individual Sewage Disposal System at No...........7_1..77/ 1.:. .7...-r_.rl i r.... f2Q . ���t �...- as shown on the application for Disposal Works Construction Permit No..�2--�_:1 Dated... ......................... . ............................. �..jo_----------------------------------•----------....-----_.. .7 _ �� Board of Health DATE :::..... --------- FORM 36508 HOBBS&WARREN.INC..PUBLISHERS E o A v iro � � V N b �•.r o � EXISTING E%15TIN6 N 0'-0' O O � 4._0. 2xb P.T.ANCHOR BOLTS SILL W/0 6'V2' MIN..12-FROM CORNERS TYPICAL;MIN.(2)BOLTS - PPER 511LL A3 J 6J EXISTING CELLAR 5A5H Opp CIO iO REMAIN B'CMU WALL -BUILT UP FCR y J �• MASONRY LMNNE' 3 V2'LALLY COL.ON A3 24%24X12 FOOTING V ALIGN V(ALL5 _i - \ -2X6 Pi.SILL W/1/2' ! p (2)1 3/4' LVL i r------ - H I CA-BOLTS) H �J . dui c MIN.i 12'FROM CORNERS • W OLL g PERI SILL I L;MIN.(2)BOLTS PER'�d 1a I p p A3 YL�®ro EWAL EWAL / I'-0 I'�H' 2'-H' I'- LL ROCK 1lkN17 ', BEAM POCKET -- -- --------------z AS REWIREp CUT OFENIN6 EXIST. WALL TO LEVEE OF OF PhrCOJER 8-WNCRETE FR05TWALL F?OOT.W/KETT BEAM POCKET- —AS REWIRED O - EMAIL EWAL B' 31/2-LALLY COL.ON - { - 34X24X12 FOOTING (2113/4'xtI/4' •/i----- f2)13/4'X 11/4"LVL ry 7 24 24 _ c_ _ - 24 X BEAM POCKET < aT' ' � ' � •., I AS REWIRED '� _oEUa 31/2'LALLT COL ONd- 20X24X12 FOOTING -VBtIFY ALL EXIST. - - FOOTING SIZES TO GONSTRI.G PRIOR TIP _ a :•' �pp-� J y; S i Zi `EXISTING CELLAR SASH ] EXISTING FWND. \��, \j '•' TO REMAIN n� v - V t\ _ FOUND. �eJ{ �4e EWPLLI� 'S' (ifZA✓'IL 4 COVER(3000P51/ - - - _____ _________________ PORTION) / O \vV.,� ALIGN YtALLS O� XIFT�INb WALL ul 2X6 P.T.BOLL W/I/2' O PRZALNOR BOLTS(3)0 6' MIMIN,12"FROM CORNERS PER CAL; �4 'O .t ttFi IN. BOLTS V 1CL W V t S�ILLwn E%ISTING 4'-0" II'-O' FOAIOATION 6ENIB A NOTES: O m(A }� WALL/DEMO -CONCRETE FROST WALLS TO BE H'THICK ON 20'XI2'CONTI W CONCRETE FOOTING L W/KEY(HEIGHT OF N N-L TO BE EASED ON -------- WAL1-5 AND ITEMS TO • VERIFY EXIST.FOOTING GCE iTOBOiTTTOM OF OOTIHO)FROM FIN. ------- BE REMOVED </ �/� 1 ' � •51ZE5 IN FIELD BEFORE Q�./i�I V CONST TION -ALL CONNELTION5 OF EXISTING FOUNDATION EXISTING WAL1.5 TO WALL5 TO NEW FROSTWALL5 TO BE SECURED REMAIN '• VERIFY EXIST.FRAMING CONDITIONS BY DRILLING-4 RESAR 4-IWO EXIST,CONL. PRIOR TO E5TA51-I5HIN6 TOP OF WALL i FOOTIN6 0 12'04.VERTICAL,AND NEW WALLS job no. 0612 NEW FROST WALL(ADD T FR05T SECURE W/EPDXY 6ROR:REBAR TO PRO.IECT WALL AS NEEDED) 12.MIN.INTO NEW CONC.WALL ANO F�TIN6 dale OCT.24,2006 SILLS TO BE 2%6 R)SHIM AS NEF-OED TO ALIGN -ANY FCG5 1 5 42'X4 TO BE 12'THICK: W/EXISTING FLOOR) V2'ANCHOR BOLTS ANY FCOTIN60 42'%42'AND LARGER 0 BTE 04.MIN,AND 0 Of FROM CORNERS, TO HAVE SIZES ES NO E 1O O.C.EACH WAY SCBIe A5 NOTED THERE SHALL BE A ES OF 2 BOLTS PER SILL (FOOTING SIZES NOTED ON PLAN) (GARAGES 6 PORCHES W/FROSTWALLS TO NAVE SINGLE SILL) dfdVAl KMW -CRAM-SPACE 5LAS5 TO 2-CONCRETE feV. D)Sr CODER(3000 PSI) AREA5 BELOW PORCNE5 i0 HAVE 6- rev. F O U N D A T 1 O N P L A N WELL-GRADED GRAVEL f $GALE: I/4" = 1'-O" 0 A- 1 m ° ISSUED FOR CONSTRUCTION Sba I of -t o � o A � ro •� u F � N v � � r s I EQUAL EOUPL EQUAL 4 EQUAL EWA_ EQUAL N 2'-9 1/2• 2'9 V2' 4'-0 3/4' 4'-0 3/4' c o E G I Fil � rn ASO.V62965 a� j ASLIF 4 X 6 10 F•y �~i � 2-5 3/4%S5 3/4 M.b 3/4 l 3-0 3/4 X 6-10 u m MASONRY FIREPLACE- � i ii 1� A5LDH V62965 W FLUSH HEARTH 0%6 PT.POST YHlAPPED �' (STONE VENEER) W/IX TRIM .— PELLA CUSTOM 2-5 3/b X S5 3/4 II Fi -EYEBROW WINDOW ABODE) RO.5-1 x1-5 In — ASLDHVG2965 A9 lo' LIVING RM. PATI(D/PERGOLA n &LESTG PAVERS YV I ASLON V62465 i� a i� FIELDSTONE VENEER RI5ER5 2-5 3/4 X 5-5 3/4 BOOhCiASE B ASCIF 5-1 1 i I � A3 3-0 3/44 X X 6-10 m _____ Ila _______B-O TALL TALL __ Q P 3. ASGDH J62965 HALL o 2-5 3/4%5-53/4 �m o .• f' 3-1 3/4 H 3T25(ABODE! I / �/e�b rALIGN W/WDGE AS 3/4%2-1 3/4—_—_ 24x3b ARIL r�OP RIDGE—�T BEDROOM7j" __ ASLDN V63165 -----------"- -,_____EDGE OF-----CL6.---------- _b` i- O BATH. '__ ACCESS 3-1 3/4%5­5 3/4 O ,'m wl —I———————— ASLDH 2953 __—— __ OF RIDGE S 2-5 3/4 X 4-5 3/4 —4 ASLDH V62565 O =1 BEDROOM 2 2-53/4%s-s 3/4 KITCHEN/DINING - 5N Jr BEDR OM I eve• o gY— =—..�og< mm --------------- EDGE--FLATCL6. 5H bV`Eli wo a ______ __ ___EWE OF FLAT GI.G. — --. `KITCHEN DESIGN BATH.I0 ----- -- 5EA1' &htEAU BY OTHERS i i ASLLM 2341 N I-II 3/4 X i m N U1 U (vVI COV'D, ENTRY' - VI o O� ' m a m •— C_ aA Ln O v £a ;55 X ry BLUESTONE PAVER �y{rye NE R FIRS TREVE ER 1.: Iry c 1 m < _^r`J !CS EQUAL ELVAL EC:,A_ 1 EQUAL 5't' m GEIERAL FLAN NOTES - ,^ L U- mn �l/ �I1 `la ALL E%TANT.WALLS TO BE 2X45 b Ib' U N OL(UNLE55 NOTED OTHERWISE) _O( 1 L — -WINWY6/EXTERIOR FRENCH DL1OR5 BY Q v Nu LL 4ELLA';ARCHITECT SERIES(REFER TO g ELEVATIONS FOR GRILLE PATTERN5) FRONT ENTRY DOOR BY 'ROGUE VALLEY' job no. 0612 -REFER TO ELEVATION5 FOR WINWW date : OCT.24,2006 R0.NEI6,NT5 ABODE SUBFLOOR ANP GRILLE PATTERNS scale AS NOTED FLOOR PLAN 126-IsaFT, SCALE: 1/4" = 1 -0" drawn - KMW rev. rev. E a 8 A-2 m ° ISSUED FOR CONSTRUCTION Sbc: 2 of -r Sr,+!s�et�v+nrunr«ara: ,auavYm�x uHntwxearwaw+rv. ,ruse,w:nww.mrd�w+r+wrwwwrwxe.mww.u..rv.,.rr+..rwrrw.a ` .. .. ,. ,..:: ... ,. .. .,. ,..... ...�...._ ... __,... ... ...._.. _._,.....__.__... „-....._............. ..,.,......._...,_._....,,.......u...,..,w.,,,-....,..,...ww...,...___.......w..w,..,.,.,r..............r,».«,_........«�..r.. .._..... rr� 04 TOP Caf.. F..0 UNDA'1'1()N EL EV. `? � . _ �_. Ct..E:AN SAND 4'" S(.,HE.DUL_E: 40 PVC PIPE 0: +111hd. P11011 I/8" PER FT. �� � ` ?" LAYER OF WASHED STONE 4 CAST IRON PIPE c OR f-QUAL MINIMILIV 1 PITCH 1/4* 1'I;R FT, FLEV.— NUMBER I._ � `�I �N CAC I 11 � OF BEDROOMS FLOW I -- 1�tE1Aty La SAL I UNIT w_ Y S TOTAL ES`11fviA1`kU FLOW r I" V. , _'�! .?� a I I _ 1 F? E 1.EV. ELE:V. :... 11 Ck1-5x tD _ _ ___,.._w"` _.w_� . C?A ./B ./D _ X GAL_. C)AY g_ . ._ r AYfit) / r REQUIRED SEPTIC TANK CAPACITY -; i+;t GAI di I. V ELI Vr C 5 ACTUAL 631Z SEPTIC 'TANK (' a E CIF" GAL, ELEV. 37.7�, SUMP � ELEV. 4= �1 »�' _. ° ° �, C} �___._. p_� � _ _�_. �.�._ _�- a AREA REQUIREMENTS w o o p I.,EACkfINC' �- {� l w o u ° o o v o o v 12" V `SIUF.WALL_ AREA (� IF3 3 GAL./S.F. ` ' t ^ ! we ' B V I O �E ._.. _a _ . . LE .._ -.r ... BOTTOM M r'(_'A ,...,�.:wQ S. . 1 LEACHING CAPACITY BOT�IOM �+- SIDE:WAL_L) 35£.Cf CrAL../DAY �.:' 1500 GAII.—I~ ON P u m P TO 'iF: WATER TESrf.:D 8' X 20' X 2' I � � RESFRVF I.,FACMING CAPACITY w356.0 _,... GAL./DAY 2 N A _ PALARM ONI EL...UMP On„j /4 To 1 1/._"- 7.0 • WASHED STUNL: fir_. f::L — _ 7 -�(, �-1 Y PC�°IN � c(,, A PUMPOFFIrc_.� ���. �_ MAXIMUM POND ELEVATION (F ROV DNR) - ,,,�4�Q__� SEWAGE ISPOSAI—,. YS tT�EM OF1�_.F OBSERVED WATER TABI—E ( 11/ 27/92 f_LEV. - ��w l.-EGEND: NOT TO SCALF: EXISTING STING SPAT ELEVATION C OxO .L EXISTING CONTOUR -.,.,w_.. 00 _ 6 11 • �U T M Fdd� T C?Iry' f''OUNDA"1C�N a�' � ,_ww...w__,. .-._._..w..,_.__,..__.__...._.w.__�...._...._..._,....,__.,,......._.._._......_.._.._,._......:. F'INA, ELEVATION �t h;1] ' F It+EdMUM4 L ,�I'0'r >t 1 R + 10 T "�ICNIP»;ttivS ..+ L CON TOUR 'r�� I , V. r .,,r _ _ww.w ,,... ._.__ L"E.1:.A3I SAND SOIL TI.s�T LOCATION . .. tid �VLW1 s CONCRETE TE UTILITY POLE C)- . .._,.»� , .. ... Covt.:R ; TOWN WATER bV _____.._.._. ....w_. , 4" SCHEDULE. 4.0 PVC PIPE. CATCH C H BASIN V-114. PITCH 1/8" PER FT.. � � 2" LAYER OF I` TOP OF $LA 8- TO 1/2" WAiHED *roJ ^ w 7 ' 1 rAs!, !RON r" ELEV. r A .,. .. r-..,.�. r r• r;' .A , e .':. i• •,.Aw....._w.,."�:. ..Cn,a�i.,�0�....«_�..tt �� R � ) .r .T"' ^_......... f( � (�`'W^I1[j ,,�{1 V f 1�..C Y ,(/.�� wl (^)!�w\I DROOMS {,,,, MJ �n,.S! '1 tl LI I L/1 �I S f , «_ t 7 L«.krh�..:r.. NUMn u. _ .,._ ..w.u... � ELEV.- FLOW LINE t1 � y � �._�.. _ _�_ i�f EC7. UNIT G:AI?I,�A Ol) ._�. _.. _ .. _.. -- -- ,I Gfl` I` GaAI I + iF E LE:V.� _ �,w.w� x�i_, -_. �- 1` IAL. I-.'a IMATED FLOW �E E,4 ,. ..._ _. '« ._.. . c.G f ] , ELEV. _.»: .__,.. }( ._:?,' . '-f,,�,1 B DAY X _ __ 6R. X 1. 1 f ry ) t r b , L_. �:-_ CA C-1 — ° 5 - CAA ./DAY w. ', ' C) Ftl.1t IJ 110 ^ ITY - �.�� _:. G l . � LI VF. p r� r `` f I cw �: 7 V. _. �, d C AC _ I t • 1_ _. _ _ I L _ ' _ ACIUA:. al. ! Of- SEW T C TANK _ . Lts GAL. y� �rL r ytp I l ELEV. r , 1 ' .+ 'SuY'tt ......ti?»FW'4 4 V •J tJ`N'.P ELEV T "t1.s1 `p O W../"t�l�fll�i�x w.,.:�.-�.. I ELEV. _ AREA REQUIREMENTS , _ _..,r �,. _ �? REME N�TS ® o m p o c� ' ��,����I \ I �I ��f ����3� � � p O� O C7 A � � � '� 1 11� :��.L..L AR FA r„4 „.,, 1.YAL../'7.F. ' n � v� � ... I A f d A4 r.d �._. � , _.�._...�.�_ _ ...___ _ ..._. �..._ — u __. LAC �. ,.f; a _ ._ GAl_ /s. . , r O c. J i AR ILA w ,� LEA('J lN,' CAPACITY (� EWAL ) ?.q _��. , CA ,/DAY ttJ'1TOM + SID L 1 O ., L. i X I 2x((1� „. f N I _.- ,O 91.- WATER TESTED 7 ., � � I I 000 C�,L N �� �.�?�( � � 2---10' X 30' X ' _ _ RFSE VI' LEACHING CAPACITY AY , ,_,��,_- TIC TANK C"'r ,A M LBE'R 5,5 k ' ,AI..:�i,ftlr� C?°'d E;L,� .�r, w�.w.. STONE O �' � OF HEA11--111 VAIN HOUSE PUMP ,, A'SHEf� PUMP Of INT ROAD r _ � - w MAXIMUM POND �_ r � � � M f ELEVATION (FRC}!r� 17h±T�.. ,t r� DATE SEWAGE I C � S YS � �O L OEISEF�'`< wD WATFR TABLE ( 11/ 27/92 ) E_CV. 0�"E S• NOT TO SCAM: I. ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ., �. �: .�.� ��� I "$`ITS 5 AND '1l•IF,r,` TOWN OF' A.R�NSTABL.E RUU-S AND FOR Rlri�aLATZo -o "'HE SCr SU1 1~AC;E I S o AL o I.�EWAG . SOIL TEST GATE OF" SOIL `TEST N ?V. 27, 1992 > w ' `�,: �Sy 'tV90N' �l pi-i- ;r ON r �R.a ALL VZ.Ji .0 .•w+ TO SANITARY Lp�i�41T.?' SH/'�.+b..Mw tt+. BROUGHT 6+d h :.,.....M-,•...,....w .-.._. .... .._.....,_»,•...._._..«.w,., ..... ..........., .. WITHIN 12" p F1i�1` d GRADE. v+llTtvES,`:}I t ElY �� DUN viNC ,. r F�IERCOLATION RATE~ 3. (EXISTING AND FINAL G AIr���S ��"E-.ALt REMAIN ESSENTIALLY 1�I'E SAME. � '1: _ __MIN./INCH. s r I: .' ,� 4. r L, + .OMI ("NL'NTS C THE SANITARY SY51T_M %iAL,L SE CA. Af�l,_ . .,.1 ' ,`�`�'l :I"ANDIN� I-��•�c� �.oA�0��f0 �N�. : � THEY A�� �It��� WR o1� WI>1-�1��� .., _. � . , 1 ! E"'' " ' IVY S OR PARKING EA +,r C) LOADING E G� , _ f� ._ V. .7 _ ,__,.... ►__- � I " . a., ' ,I a AR «- S I~ LEV. � ° � a �. �,A �e � w w ` ... _�wTwl� ,� € { IdE f o � IDS AR O 0, ...... .._ _ ,.EO' UPI R' �� 11�414 1 F I'. F RIV OR W KING R AS. ASON TOP' AND , �' . �jf�Col' ` , #Y Ad1 ARY I.�N$T' U.. O IfOR1NC� C;C)VI RS To GRADE aIIfISta11_ SUBSOIL �C BE MORTARED IN PLACL. !" f I� a � ,. ..,, li!_ L,AND `'URVEYOR 6. 1,4 DETE WItNAfl% HAS BEEN MADE AS TO COMPLIANCE WITH — 4' 4' 2O;i r A T'�+t;1y E"7` ROAD � I F.E( €:.D OFF ZC:NI RE LA'nONS. C� r"�"T APPLICANT IS T-C� ,_.._.. w_. 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["`] � 4 LOCH ►tON V.APLANO OFgee; ::5 •a'sm.•+r�:rw'sr.-.-aaswa.-;�'rnaru.�erur�amsvc z�!^.x>;+rreasss -:.v,:. r_ --- - t t ,.r '� s/ Q2 INI .' ,.,,,^• •ate d�. i� ,+�y^. 1 f �X t n EL All CL 72 Exis Y. 3E5ROOM HOUSE f ' , iy - PA F0 N - ' t � ©,c- - OF 1 ` S PROPOSED PLOT PLAN � FCR = jC,=LE 1' _ 30' NOV BER 30, 1992 - 120 ROBIN wz�cox PROFESSMNAL LAND SURVEYOR --203 � > f - VSOUIH DZ-NN!S, . 02660 74 _ i ^ T DIREG TIONS: FLOOD ZONE: ' From I-iyannis - Follow Main Street to Barnstable Rd. turn - right continue to the Airport Rotary and take the 2nd exit Zones X (0.2% Annual Chance) onto Rre. 132 continue to Phinney's Ln. and turn left �' .• � & X (Min Flood Hazard) continue to Huckins Neck Rd. on the right continue to Community Panel No. I`cg Point I. •L'� ��� Holly Point Rd on the left #276 is on your right. d #250001 0562 J Shirley`.5 ..,a t w Lewis P July 16, 2014 Island Bearw se d REFERENCES. NYes •• �,� - ; r >� �. pt- Shall P DD a 0Y� Cert. #222058 P �` +• ' • 34 L.C. Plan 20239 D -Y Stoney "+ nxc� e�t: 4' .r•�. G� /'Flagged Borde g - Lots 212 & 213 Release of the Way t /0 Vegetated Wetlan \ D572237-1 �` ?• �' `� Gooseberry LOCUS _. Island Lew-s . 4\ k Pt z fuller r \ • ¢; �fh Existing W. Pt `z Wire Fence • tong y,,..' _ Bootftou e y Pt s .� \ Hayes "+ .'t..';r .• Lawn rPjf?t Little �••y,;,' �4 \ that Pt Pt Flagstone Existing Stone Patio v Patio f0 be Rebuilt in r \ Existing Some footprint , Wire Fence "•``'' Lawn Proposed Q eck \1 Sty w/f Work Limit LOCATION MAP welin D#2176 g L'� \ Lawn A �ne �°`K (I 20001') X (27. Annual Chance) 50' e " ASSESSORS REF: FEMA Zone ,r p� \ Mop 232 Parcel 029-003 X (Min. Flood Hazard) �o� ao OVERLAY DISTRICT: GP - Groundwater Protection Lawn l Overlay District' (RPOD) (SWEP) Lots 212 & 213 p rstin9 T / ZONE: Lot Area 37,020s ft a q� onk & i J� RD-1 to Lake Elevation Stantemoved Drive Area (min.) 87,120 SF (RPOD) 0.85t Acres JrtEe� Prop sed to be ; Frontage (min) 20' Drive oy 100' \ Width (min) 125' Setbacks: - Front 30' Lawn ro Wall "`� \ \ 7 Side 10' TOW Elev. 44.0' \ G ,� Rear 10' Proposed 2 Storm Water n-Pit t0 1 Stc ie Drly �' O ti + Lawn © Pro Patio 0 �QO g ffe I & Fire Pit ��,/�0 0 c o-, h0�a� o — - --- Disturbed Trees to 00, 0J f l \� be Replanted Post 61 / Construction �<'J u Proposed Pro Grill Ten 1's Court Porch & Bar � l y to by Removed 0 Pro Septic Line to be sleeved with in 10' q A of water line with n $ i50 PSI pipe to be °�Ox. LorJ f pressure tested to Proposed assure watertighnes l ❑ Guest House vn FFE 44.75' o� i rees to be LO ' N \ Removed _ Proposed roposed Paved Tennis Court Work Limit IDrivewo� / Pro Rinse Station Lawn Pro \00 Greenhouse prO f ti Gorden -Pro Bulkhead i� 15' 239 D ' o L C plan 7 237-1 Releosed , topos,,-,j Setbrck Shed NOTES: Proposed — r ° Storm W,d a Boot Parking 1,) The structures shown were located on the ground ° Leach ;:� Existing Shed by conventional survey methods on January 3, 2020. \� ° �, to be Removed so. \ Bench Mork - Top of Concrete 2.) The property line information shown hereon was ° Bnd. Elev. = 42.1' NA VD compiled from available record information. 3.) The datum used is NAVD 1988 obtained by RTK 4' �^ ° MITIGATION CALCULATIONS 51412020: GPS by Sullivan Engineering Inc. DO, t HARDSCAPE Water tine location to �- Existing 4.)Wetland delineation by VH Associates as shown on be Confirmed prior to Wetlands Permit Plan prepared by Baxter Nye Low CB/DH 0-50' Buffer 50-100' Buffer Engineering and Surveying dated 810812006 and Construction i --mod House & Deck 931 Tennis Court 2,886 supplemented by additional by Baxter Nye Engineering Boot House 255 Gravel Drive 1,798 House Patio 226 House 508 in January 2019. / s Tennis Court 152 Stone Wall 70 Road Grovel Drive 171 Total 5,260sf PoinStone Wall 16' Total 1,751sfLEGEND: Ya 0 CDT Cedar Tree Proposed , 0-50' Buffer 50-100' Buffer HT Holly Tree House & Deck 931 Guest Hse 2,215 DT Deciduous Tree Boat House 255 Driveway 1,189 House Patio 226 House 508 J y ' y CT Coniferous Tree Horse Shoe Pit 70 Stone Wall 70 �`� A- � 9 . Stone Wall 16 Pro Stn Wall 33 s r-tom Utility Pole Total 1,498sf Total 4,015sf t, lst, f` �j� L►� —E— Electric —G— Gas 0-50' Buffer p L Wetland Flag 1751sf-1545=253sf Reduction fIM' Light Post 50-100' Buffer O CB/DH 5,260-4,015=1,245sf Reduction —OHW— Overhead Wires No Mitigation Required Y.5 Elevation Contour Revision: Add Drainage Structure & remove patio from 50' buffer .51412020 TI TLE. Site Plan PREPARED FOR: REP : Proposed improvements L eBl on c Realty Trust Engineering & At 43 Fairchild Drive ! • 276 Molly Point Road Reading MA 01867 Consulting, Inc. (508)428-3344 • P.O. Box 659 • 711 Main Street, Osterville, MA 02651) Barnstable (Centerville) Mass. seci@sullivanengin.com • www.sultivanengin.com Tl"-.& 20 0 i0 20 40 so _-roft: ASL/CTR Draft: DA TF: SCALE: �— — -- Review: CTR Review: April 13, 2020 1 " = 20' Pray. # 39033 Proj. LeBlanc: