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HomeMy WebLinkAbout0224 WIANNO CIRCLE - Health ""224 Wianno Circle Osterville F/R A — 140 106 V \ S TOWN OF BARNSTABLE LOCATION CA-,.,PVN 6 -C,90-C�Ls SEWAGE # A00 �-533 VILLAGE `C"-T ;P—vat.t.r.., ASSESSOR'S MAP & LOT NO /06 INSTALLER'S NAME&PHONE NO. PAZ T ��t"Z3rJ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 3050 11Nl!IL-r (size) 30-5 NO. OF BEDROOMS G BUILDER OR OWNER M i C4<-A lr ITT a.gaAz-0 PERMITDATE: 10 �l 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 All Z 4 of �� AZ so A Qz /Z g3 /o 19 6.5 2-® F 4- 3s 1,6 TOWN OF BARNSTABLE LCC TION W)All-10 Cl rGk SEWAGE # IL VILLAGE 057 ppA��SSESSO 0 INSTALLER'S NAME&PHONE NO. Ff''►1 ® SEPTIC TANK CAPACITY ssr,�ty I LEACHING FACILITY: (type) (size) NO. OF BEDROOMS 'Y L BUILDER OR OWNER �An Z-U�t'15 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) --ram Feet Furnished by 1/1 Ue,&tiali ' J, rOr 33J 33 _ TOWN OF BARNSTABLE LOCATION 1011 "Idp eo b( SEWAGE 0 VILLAGE S " ASSESSOR'S MAP & LOT�l� INSTALLER'S NAME&PHONE NO. ®cy. ®�o.- ee SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size)& � C NO. OF BEDROOMS-1 o BUILDER OR OWNER L� PERMITDATE: P 3 COMPLIANCE DATE: 3 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 leach facility) Feet Furnished byvn .� �- f ho 13 e7W r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Di5pm;al *p!5tem ConElrUCtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 212Y1 W Qm© Cy / Owner's Name,Address,and Tel.No. Assessor's Map/parcel <-�� � ( go—ley- /� Jae— I s ler ame,Ad ress, d Te. o. �J Designer's Name,Address and Tel.No. L Irv �.r-o Type of Building: Dwelling No.of Bedrooms Lot Size 13j L/C) sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (0 6 0 gpd Design flow provided (n 9 Y gpd Plan Date k`Iltr-> Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in F accordance with the provisions of Tit 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thi o He Signed Date k Application Approved by Date / 2/h Application Disapproved by: Date for the following reasons `.° Permit No. Date Issued % (JJ 2 - , No. Fee f � � ,R � THE COMMONWEALTH OF MASSACHUSETTS ,b Entered"in computer: — PUBLIC HEALTH?DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS es k. ZIpplication for M g ont, .5temc Con5tructiott Permit . t Application'for a Permit to Construct O Repair O Upgrade( )' Abandon O ❑Complete System ❑Individual Components Location Address or Lot No. '�if� ado CV4> Owner's Name,Address,and Tel.No. 1 ( -Assessor's Map/Parcel '— 'C(Q—��� l ' +!C lno�Q / �12 (j 3 I�fta�i's`I�7amet Add es�and Te�0 (�U d J Designer's Name,Address and Tel.No. �dlL CAN `'7-?8 Type of Building: / „•; Dwelling No.of Bedrooms [� Lot Size fl 3� z�U sq.ft. Garbage Grinder(t ) Other Type of Building -No.of Persons Showers` Yp g ( Cafeteria( ) 4 Other Fixtures Design,'Flow(min.requited)_ 64 t1l 0 gpd ,. Design flow providdd . 62 9 41 s gpd Plan Date.•��^°'"A y/ Number of sheets Revision Date - Title OfI Size of Septic Tank + �(� Type-6f`S`A.S. Description of Soil 'Nature of Repairs or Alterations(Answer when applieable) ' �,f f p / Date last inspected: E 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 Tije�,5 of'the Environmental Code and not t place the system in operation until a Certificate of ti Compliance has been issued by this Boar ^ f Heab4 �i Signed Date +., Application Approved by Date /d N Application Disapproved by: Date for the following reasons Permit No 2Q�rJ r�'3 3 Date Issued s THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CE IFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded (� Abandoned( s)by �$ _. at v� c��-� )t cl,"IV0 has been constructed in accordance with the provisions-o Title 5 and the for Disposal System Construction Permit No. 2Q 3 3 dated D/ 21 5" Installers Designer 1�pb #bedrooms Approved design flow gpd The issuance of this p rmit sh 11 not be construed as a guarantee that the system wit�wp- signed. Date ��-^�j Inspector- � --------------------------------------------- No. .aG 0o .5^S % w Fee d 3 THE COMMONWEALTH OF MASSACHUSETTS rUBL C-­HEALaH DIVISION BARNSTABLE, MASSACHUSETTS 1=i5po.5ar;6p!9tem Conttruction-Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade,( ) Abandon ( ) System located at i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Consitructs n�(must be completed within three years of the date of this permit. Date I ( �`�J ' M Approved by / 7/23/2021 ShowAsbuilt(1700x2800) TORN OF BARNSTABLE LOCATION ZZY wilJi✓No Cjecr SEWAGE# A0055. VILLAGE 0SM0 s.r c•t f, ASSESSOR'S MAP&LOT /d 6 INSTALLER'S NAME&PHONE NO. PAsTons F3k t„em»pTl p,,,J SEPTIC TANK CAPACITY 1600 31 LEACHING FACfLITY:(type)—(. 303Q l)jCILTRl+x'(si2e) 3 06 C) NO.OF BEDROOMS (9 BUI DER OR OWNER M I CAASr— T2 rt1'i PERMITDATE: /0/c'4-//a00S COMPLIANCE DATE: 'f - Separation Distance Between the: Maximum Adjusted Groundwater Table to the➢ottomof 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 Al 7_,9 li I $y AZ 38 A BZ /Z 83 /0 6`1 /9 i 0 20 6G3S G Y 38 4 5 6 c5 G fv/8 • h https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=140106&sq=1 1/1 DEC-04-2009 FRI 10:03 AM 8SC GROUP YARMOUTH FAX NO. 5087788986 P, 02 Town of Barnstable $ Regulatory Services f L Thomas F.Gaffer,Director I Public Elealth Division Thomas McKean,Director + 200 Malin Street,Eyanpu,MA 02601 Office:.508-862.4644 Fax; 508-790.6304 6 " Installer_&11migger Certification Form Date: Designer: BSC Group, Inc. InstaDer: C-XcAVArl,hJ Address: . __U7 Min Street., rn; 6 Address: 10- P'ox Z�i?S a'T a l2 r W. Ymouth. _MA Q2§73 on 16 2. (XCI;uA po, was issued a permit to install a (d (installer) , septic system at 224 wian o Circle based on a design dmawaby t (address) BBC rs"CiM,, Inc. dated,Sectember 14,' 2005 (designer) x I certify that,the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the f disl ribution box and/or septic tank. I cE rtify that the septic system referenced above was installed with ma'or changes (i.e. gre Lter than, 10' lateral relocation of the SAS or any vertical relocation of any component of t 2e septic system)but in accordance with State &Local Regulations. Plan revision or cell Me ' er to follow. tN OF -� MARK D. Ma o QVIL i ignature) " No.a5as7 rOPlAL ° (Des�pner s Signature} (Affix Designer's Staarp Here) E E ] S PL tg' T STABLE UM C MSION. CERTMCATE FO COM ILIANCE MZJ, NOT BE ISSUE}) 29-ud R TH •THIS FORM AND AS. -CA:F.D ARE CErWI)BY Tf3E B W§jA ABLE PL�LIC HEAi,TH DIVISION. THANK Y OU. Q:HeaHh/Sept a/f EWPer CCtifisation Fana Town of Barnstable NAM al�ta, Board of Health ° P.O. Box 534, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman MSPH Wayne Miller,M.D. October 17, 2005 Mr. Mark Dibb BSC Group 657 Main Street West Yarmouth, MA 02673 RE: 224 Wianno Circle, Osterville A=140 -106 9 ItIlm"I" Dear Mr. Dibb, You are granted permission, on behalf of your client Michael Fitzgerald, to construct a soil absorption system designed to be connected to a new six bedroom home proposed to be constructed at 224 Wianno Circle Osterville. The septic system shall be constructed in accordance with the revised plans dated October 17, 2005 (showing additional reserve area). Sinc yours, Wayne iller, M.D. Chairm BOARD OF HEALTH TOWN OF BARNSTABLE QJMALTH/WP/Sixbeds pF THE tp� DATE: NAP p� Town of Barnstable REC.BY w r • BARNMBLE, 9 MASS. 00 Board of Health SCHED. DATE: ArED MA'S� 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. Application to Construct or Expand to Six (6) or More Bedrooms LOCATION Property Address: 224 Wianno Circle, Osteryille, MA Assessor's Map and Parcel Number: 14 0/10 6 Size of Lot: 13 , 740 S. f Wetlands Within 300 Ft. Yes Business Name: No X Subdivision Name: APPLICANT'S NAME: Michael Fitzgerald Phone (617) 338-0038 Did the owner of the property authorize you to represent him or her? Yes X " No PROPERTY OWNER'S NAME CONTACT PERSON Name: Michael Fitzgerald Name:BSC Group, Inc. Address: 8 Worthen Place, Andover,MA Address: 657 Main Street. Uhit :6 01810 W. Yarmouth, MA ,02673 Phone: _ (617) 338-0038 Phone: (508) 778-8919. Checklist Please submit copies in 4 separate completed sets. X Four(4)copies of this application form X Four(4)copies of engineered plan submitted(e.g.septic system plans) s " X Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans) • � 3 of CMS I- s�-hn Q:\Application Forms\SixBedroomForm.doc o No. Fee /(/— THE COMMONWEALTH OF MASSACHUSETTS Entered in comTTpute": s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Zigogal 6pgtem Construction Permit Application for a Permit to Construct K)Repair( )Upgrade( )Abandon( ) Complete System O Individual Components Location Address or Lot Nq. n1 Owner's Nam ,Address and Tel.No. 2 Z4 try 1 AiJkJ0012� aSl�tzv�1 C:`� �t�t✓ta[�Y 1 Assessor's Map/Parcel ZYQ 0 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. o�2c� t­tzrA PC-U- _sqZ- Type of Building: �I Dwelling No.of Bedrooms 4- Lot Size sq.ft. Garbage Grinder(AIT Other Type of Building�rr�0�''���No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 1492 .. ZL,200�Number of sheets Revision Date Title TIL e1< O DeV a Size of Septic Tank /Soo Type of S.A.S. Description of Soil ��� f���D, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date-tF44-49 Application Approved by Date Application Disapproved for the following reaso Permit No -- Date Issued No. / Fee / THE COMMONWE//T- OF MASSACHUSETTS Entered-in computer. " s r-- PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' rication fore pal &V9;tem,,6ongtruction Permit Application for a Permit to Construct O Repair(f)Upgrade( )Abandon(` ).YComplete System ❑Individual Components Location Address or Lot NQ. _ m A Owners Name,Address and Tel.No. 2 Z4';U.)I AvJAI0 L'i fZc L� o5T2v i L (all I tx i Assessor's Map/Parcel i Installers Name,Address,and Tel.No. Designer's Name,Address and Tel.No. c)U2 Ct� �2t'AP.�FF P�ilo( a,Jg �Z r 43 z as3 o -6z Sags Type of Building: _. Dwelling No.of Bedrooms 4— �Lot Size 1 sq.ft. Garbage Grinder(At l Other - Type of Building. �f��� No. of Persons Showers( ) Cafeteria( ) Other Fixtures'" t J' Design Flow > gallons per day. Calculated daily flow U gallons. :..•.»Plans-Date l,'� - ZG i Z Oo 3 Number of sheets Revision Date Title P2,0 ;17C. Pc--"S/G I j d2 r a�?t�2 G'iC o DeI4/ Size of•Septic Tank /SoO Type of S.A.S. �Description of Soil Z Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. iv Signed . Date Q- _ _ aq - - Application Appr�ved by Ili Date Application Disapproved for the following reaso x j Permit No Date Iss ed THE COMMONWEALTH OF MASSACHUSETTS �4 BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructedf(.. ) Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the p�rq visions of Title 5 nd the for Disposal System C-hstruction Permit No. � dated Installer(/�,r � FS_ .w l -�- � esigner The issuance of this permit shall not be construed as'a guarantee that the system w' i desi Date - 3 Inspector No.----- � -------------------------Fee>� _1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS ' r'` Migooal *pgtem Qton5truction hermit Permission is hereby granted"to Construct(, )'Repair( )Upgrade( .)Abandon( ) System located at ti and as described.in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date:_.. Approved by TOWN OF BARNSTABLE 90 LOCATION A f /J/ �s ��si� ��s.r�.��_ SEWAGE # '/ ASSESSOR'S MAP & LOT VILLAGE INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ���'�� (size) NO, OF BEDROOMS c 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of,leaching facility) Furnished,by G IWO i . �B r� 3 3/ 334 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS ++ DEPARTMENT OF ENVIRONMENTAL PRO E NED �11r, 202002 C-k-_�s "L TOWN OF bARNSTABLE HEALTH DEPT. TITLE 5 �; Z OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION 4 Property Address:, 224 Wianno Circle D ,NSPEC E 10K Osterville, MA 02655 FAIL Owner's Name: Dan Lucking Jr. Owner's Address: 340 Winter Street Holliston, MA 01746 Date of Inspection: July 19, 2002 Name of Inspector: (Please Print)James M. Ford Company Name: James M. Ford Map: 140 Mailing Address: P.O. Box 49 Parcel: 106 Osterville,MA 02655-0049 Telephone Number: (508) 862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(31.0 CMR 15.000). The system: Passes Conditionally Passes Nee Further Evaluation by the Local Approving Authority ✓ zFai Inspector's Signature: Date: 'July 28, 2002 P � The system inspector shall sub t a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 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 DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that tune. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 224 Wianno Circle Osterville, MA Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system,upon completion of the replacement or.repair, as approved by the Board of Health, will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined", please explain. i The septic tank is metal and over 20 years old* or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 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 ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 224 Wianno Circle Osterville, M4 Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 C. 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 public health,safety or 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 in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, 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 5 ppm,provided that no other. failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 f Page 4 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 224 Wianno Circle Osterville, AM Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 D. System Failure Criteria applicable to all systems: You must indicate either"yes"or"no"to each of the following for all inspections: Yes No ✓ Backup of sewage into facility or system component due to 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 ✓ Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_. , ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. ✓ 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. [This system passes if the well water analysis, performed at a DEP certified laboratory,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 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] NOTE: Single Cesspools jail in the Town of Barnstable. Yes (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No _ 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 public water supply well. If you have answered"yes,'to any question in Section E the system is considered a significant threat, or answered `lyes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 4 Page 5 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 224 Wianno Circle Osterville, AM Owner: Dan rLucking Jr. Date of Inspection: July 19, 2002 Check if the following have been done: You must indicate"yes"or"no"as to each of the following: Yes No ✓ Pumping information was provided.by the owner, occupant, or Board of Health ✓ Were any of the system components pumped out in the previous two weeks? ✓ Has the system received normal flows in previous two week period? ✓ Have large volumes of water been introduced to the system recently or as part of this inspection ? n/a Were as built plans of the system obtained and examined?(If they were not available note as N/A) ✓ Was the facility or dwelling inspected for signs of sewage back up? ✓ Was the site inspected for signs of break out? ✓ Were all system components,excluding the SAS, located on site? ✓ _ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ? ✓ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ Existing information. For example,a,plan at the Board of Health. ✓ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CIv1R 15.302(3)(b)]. 5 Page 6 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTSM SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR PART C SYSTEM INFORMATION Property Address: 224 Wianno Circle T Osterville, A Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 FLOW .CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 4 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 440 Number of current residents: 0 Does residence have a garbage grinder(yes or no): n/a Is laundry on a separate sewage system(yes or no): No [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): No Last date of occupancy: Unknown COMMERCIAL NDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) { Non-sanitary waste discharged to the Title 5 system (yes or no): Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection (yes or no): 1Vo If yes, volume pumped: _gallons--How was quantity pumped determined? Reason for pumping: TYPE OF 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) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components, date installed(if known)and source of information: Approx. 1965 Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 224 Wianno Circle Osterville, AM Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron 40 PVC other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): r SEPTIC TANK: None (locate on site plan) Depth below grade:- Material of construction: _concrete _metal _fiberglass polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): GREASE TRAP: None (locate on site plan) Depth below grade: . Material of construction: _concrete _metal _fiberglass polyethylene _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(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 1 I OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 224 Wianno Circle Osterville, MA Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 TIGHT or HOLDING TANK: None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: Qallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): 8 Page 9 of I I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 224 Wianno Circle Osterville, M4 Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 SOIL ABSORPTION SYSTEM(SAS): None (locate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number: leaching chambers,number: leaching galleries,number: leaching trenches, number, length: leaching fields,number,dimensions: overflow cesspool, number: Innovative/alternative system Type/name of technology: Comments(note condition of soil, signs'of hydraulic failure, level of ponding,damp soil, condition of vegetation, etc.): i CESSPOOLS: ✓ (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: 1 single_ Depth-top of liquid to inlet invert: -- Depth of solids layer: 6" Depth of scum layer: -- Dimensions of cesspool: S'W x S'T x 7'bottom to grade Materials of construction: Cesspool block Indication of groundwater inflow(yes or no): No Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): The cesspool was dry. There was approximately 6"of sludge on the bottom. The cover was approximately 10"below grade PRIVY: None (locate on site plan) " Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 224 Wianno Circle Osterville, AM Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 Map:'140 Parcel: 106 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. t 33� 33 , II 10 i Page 11 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 224 Wianno Circle Osterville, MA Owner: Dan Lucking Jr. Date of Inspection: July 19, 2002 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 20'+/ feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation:' The bottom ofthe cesspool to grade was approximately 7. Using the Barnstable topographic map and the Cape Cod Commission water contours map, the maps were showing approximately 20'+/-to ground water at this site. This report has been prepared and the system inspected and failed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees, either expressed, written or implied, relating to the system, the inspection and/or this report. 11 l TOWN OF BARNST11A"_BLE LOCATION W 164'10 C 1 rGl� SEWAGE # VILLAGE �5TirV1 FAILED ASSESSO ��� /0(0 � INSTALLER'S NAME&PHONE NO. r�LED j SEPTIC TANK CAPACITY C CSspUd LEACHING FACILITY: (type) (size) NO. OF BEDROOMS AIr BUILDER OR OWNER �An Z_0(_ t�q 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 leachin facility) Feet Furnished by �—^U,_ 10/1 FGr C� I - i 33, 33, d R Z/- Allvo ci&��-- 0-51 B c , 74 NOTWHAM DHM YARMOUMPOR, KA 02675 • a'_r - . BB/fY H•1 sew, J n _ ` .. _--------------—-----------------—--------------------_____---------------------_________________—__ _______". ___.____— -----------------—-----------------------�. - t41 ' �p IpAGTpIB �gpgyRE \ y - ' i _ TNNAt FlRHPLAC6%CWNNEY ]'-E' W-1°I/Y4 • • T _ GONBTRKTNA GaemLlEe W/ LL LpGAL GTATE,AND MATNINAL -- ----- - „ FBtE ANp fiAifiM GOOBB. - i�ivame� Exreno morn°m .. AWAIT I AV@L •eTONp PD.a1NB. p8a. WCAL. - w8H DUNP DOOM b it ABM PR •.�P P • • ' 1 • /.1'�p.V!'� 1'-O Va• 1'-O'IT ---—______T-°V]• T-O 1/Y YJOI. r rro va• r-o i!C �• ,� � NEN R&SR1EP(CE FOR: I 1 ____5 __ ___T •. ____ __� 1___-___ __ _ _ ___ t pB ilk MDTti/e�WnLB� ---- - -`-- - --- - -- '� - --- - --- - --- PPillAi DIl DEAU 1: 224 VIlANNO CIRCLE OSTERVILLE, MA j UNFINISHED j BASEMENT •� 3 j u°L�ARi.@�u.{E�I.P.MIT°�wNs Ay x��aweA+.�BGORRB[,�•aeLrep a' ]I • ARLLArOI.1'd/4RIIVBL - s'-o• r>n a/r 2 G - e@p.TTww.u. - __-—_____—____________ _ _________—_______ : r. I r — — — — • : — y ba ------------' : r ---------.✓ I z. •' P rv: 1 x•01411.GORRYWtL•O ' , ((��ppLLVAN12E0 BTBEL ' ,_____________________________ ____ _ AI@ADAT W/WAVPt ar-O' -A 080,iTPICAL. , r_-------------------------- —--------- may. •••� � •�_ � - p'O,,vPyAgn X��R :: TUBS 01�BI4�T�P°OTMG _ . nPOTO Ae�TB VAILB*T YnPB. POR G°LIPn tlIPP°RT M°V@ - CONn@CnON aNBiee POUR 0 NOT CONTMYWfi. - •C GARAGE SLAB - Few wroff - . PROOIESBt$T . pT�OWARrDB 00 T _ - Oe1PACTeD°�� ` Q A p•OeA°PDooR ore°wrw A 0. cARAce a oruPea; IAI AM LepPouNmrroxa: IS'.. e •Ba°�°�a6°T i ei: .. - NMNpW�AgLNLc9A/R..1P1Wp°pWDgEgTgRgAA81TN�T81p IZ - V6Ret�.i D'p.4 PROMp!=B/! 'YAANCMOR - - - • - GOOITRACtOR SMALL , .. BASEMENT NOTES: .. NWu 4 nAw �•�,, t POOTnG COYENwG@ � 0,e;&r�}�l:,,Xdp'p'�w°P 9 K@YWAY.PBROOV�TOP�RPOOtnfi�PR�V1p8 8/MUAN� • i - ].A L erRucnseAi�aT@EL c um+s Ta x a yr aAn coacanre PatsD Twe sleet oLumaB r sxTSNo fro IwoT•xc.eeLom.PRovwe a•Xaxs/e•CAIppE� - `-------------•••-- -----'' p,�gpp T°%DG8/x'%aAt'�%e•�8DVA1[E DO/MG@TH W/NL•8 6A�@ACM°OWAT �B � ' a. aO1mLE PLOOR=8TB ONOER ALL PARe,•s•PARTITOMB. pUBT GAP TO CW,'POUR@D CONG.OM GOMACT@D PLLL. = 9GUT G1p°Nn�TRBA�ALONG IBALIB ApN@a®eAe6AEn G0.U11N UN88. _ ry_p 1` _O.O RbDWRBppGeYTTOGOO!IWMG080 t%t N8C11ANKA�LT0.ATIaN A8PLm 1 NNV11R1 GOYBR•NBURS rMAT qLL P°UN°ATION WALLS ndNTMN - t IDTK Wimm Or Sam a•-o• _ N 8ER 1,PROVeDE WE•BTWPEMNNi PLATER AT ENpB OP STEEL 8f@AMB.iYP. - _ • r � } a.BeB BiRUGTURAL DRAMGB POR LOCADONB OP ALL BTRUGTMAL COLD *. _ ,. • k • [ CONTRACtOR SMALL NOT 6GAlfi aRA81RGB POR ORIENBIONB. ANT f89WN4 am - lICORRBCT OR aUBBTON eLB Oln 810N8 MOT @ROUGNt TO THE ATTENTN%1 `' Am w AM AM THE pE�pNeR eeeon'e r1+e R@°s"roNWBwrr aP TMe GONTRAcraR. - � ppgp�y,®..oy - A OOYP1EM!LT OF . •". 1g10�i0 OM11NC8 _ s C 74 NOTfINGHAY DRIVE °0-ro• YARROUTHPORT. KA UW5 r-e In• N• yr ���� Rp1qDARr Er¢P NANocANr 5,eP ON P.T.PRANG OR P,t.P1[pN! - , 0. 185] ]esT 1BS] ibGtOce Pm44CKe i IWGtOce ERE R AREAAKFA ST F t emtyxE A T g F � PLUW N¢AarN a n GREAT ROOH 4 i ]Nt mALL WASTER CoxiRpDTOR BNALL M § T wlsrieu�—I e`er' s ex.0 { eEDraoon T-7 } L�L t1T8. NAT�AL U n,AND sAP¢rr cmo¢R. � NEW RESIDENCE FOR mDL,.N¢ r � lltt dt � I OP¢R RAIL PETER BUDEAU Hill I FA ] D•iD 224 ➢PIANNO CIRCLE OSTERVILLE, NA cA"¢eooRPAL .. KITCHEN DINING ROOM '�O� ° ~ --- L WA - i ENTRY • ® ® ® 'b FOYER I I l f _ ' D m o UtffiN R DR MU �! T ] a a•-a v,• x•-,yr r+• , T CA AND¢A8S TTP. y 1 F 1 B C M 1191.Doom PEW.ar FrAmm UT ROVIp9]LAY8R8 x/! p 1$T yr x RNec eEFi¢iW°Nr i - PIgCNE84 SQ P8RRn4 pANNmLB a�,¢,,x1T. I ' 4 DDmle OPENERS WALL¢¢NgpITED 1 � •. A oN R88RIENT MOBNT& A 2 CAR GARAGE ¢ ` 9 PIT TW4RDHVOORRBR Pt 9 TTPtry°e NO•N�lueco�e°iw¢ ,♦•,gU�T10N8 a/yV1I16 BPpCE I NEOMMIMN 1 • 1 T 1 2e52 ]esz O 1 Y OHM NIX . e•� pa e ,•. A-1.O Notce, 4 oc Nlp lBmie oT1I¢RiROe MOT�ED'wN'T �a oC .crewLesmorN�mN¢e xTd'rD.�o a fo WTK NIMm am M RQI4�N aAPA p��e�EBNPRI AGLLK�C,i09�IW NulDoelE n To COYOntI8lRuciloi�8�carx cr°�olNx 6 w am wom ilfe°A�tieNr NE"o$1OT"e�ebea�uae°A'C"��o ACCIA MM QY A OMMM NET Q ,. Nd7v1O CRRMNIS • 1 I 74 NOMHM DRIVE YARKOUTHPORT, KA 02675 _7-ID• vr ----------------- ......... ------------------ ----------- ro ........................ 2­ LafBM BEOR OM u2 BEDROOM 03 NEW RMID&O FOR: & IQZS vic. r PUM BUDDEAU 2 STORAGE 224 WIANNO CIRCLE 0STERVILLE, MA A T-N;6Q-o..7. STORAGE ------------ � � ?2.12 1.32 VA6M_;6 .... ------- ... .: ---- - —ram .!7 ------------------- ......... ------ ea yr STORAGE ®ALL ow* RAW "TWM'o=I "ve W% PIRW WF 4EF Pimm MT UT AA' STORAGE UAW .. ......... . ....... of a 4 a GHW N06 . APANISMURAL A-2.0 4 �L au_ •%.cc —5 K as��.me D. in OHM or&= . 1_1_ c*x 'r. umm Accawygm wf BROUGHTA COMM=GEr OF QW-A FNN.M.W. o wwmm gaT t 74 NO'u aa..o. YARlttlUUMRL MA mm R-0 euuOGYT'8TH!' pp�fTrTMtY1�R - F . _ fm4tOb - IaUO.t • fmGCOc! ti Ja62 ]eSJ s D ` • BREAKFAST i 7! T AREA •i6T-Ma � .. �' i A• S I RAIaM MpART4 - D GREAT ROOM i t o a MASTER T c RTp*�.cmRCO•wpLY�t1��T { BEDROOM �( g m f0maCE FOR: L�AL ETRT6 was^,• BTgp�L� t J_j - w+a•po suan cow. ii .. .. au2,T�pe ; ia BUDDUU O��RAL PM M VT k ,,, 224 TWO CIRCLE T OSTERVILLE, MA KITCHEN DINING ROOM ENTRY 7 FOYER Otto y e 1. 3 . � � ONfB 1lSRLa o a �L1NHp . ro yr a•-+yr z+ � C�A"D p.56 e•be ;_ B c FEW iff FFAXNM w FWCW IV PlovplC6 iH 1,♦Tina f/! � � - ' Q PVT WIDeo.�Rfi�pT 1 �1 III.aaRG(SlwppaLl�CLLp4 i - 9 2 CAR GARAGE nromma�LAYEJ!s/r �{ - TTP6'"'AilCOOa CAR !1! .Cypl�flgla v uNpG a�,.ce - RWIIRAl10M' - ------------ { 2ae2 2.2 OHM NO. AFAMMMURAL LRAt1 a%TpIROR pLL12 IpLLL 2X1 af-0 I I ' .p•oc oau:aa onm as ao+aa .. - won } ALL i1T6ROR VLLLb 6MLLL ]%1 � N-a' � e•oc.uuaea o*wapeaa■�fao. - . .prnTRaww a t'o�apew' ws P - 9m SILT NMM Wf ..oopT4 fi...LL VBMY.0 o.apawps MCOOlECT OlR4ltlOpf pOT DT To Tpa•TTapT10p O.T•la p0 . r . s. a I , f` } e r747H 675 N1] .. RO F - - - - .• „° BEO n2 - BED OH a3?� .. F s nl RFSIDII�TCB FM, a & ILLS FEM BUDDEAU . - - _ � T a�s a i• •o � : >• STORAGE. � - � ._ . 224 BIMNO CIR U `y OSTERVUa MA _ - STORAGE - 1 - - - •aw •aw Ll 1 r-•yr - - .. .. ' STORAGE - - - • e•i�w urn a fµ r.ar .. - - _ _ as eeuM t _ eo+ne�elow�o vve • off r� ���: . A _ STORAGE ' .. _ r-e ro -re E6T114 . �O� O wm Mmt ff own q.,,._ -. �(�. ��s.e�wr uu•ew1ai et are M�! - aaw UM /ICi'�ur , �0O IA Off OF - t f • 1 O GALLON DISTRIBUTION BOX DETAIL. NOT TO SCALE ADDITIONAL LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA. P #10,452 SEPTIC TANK DETAIL. ,50 No. DATE DESCRIPTION NOT TO SCALE EXISTING EXISTING NO. OF OUTLETS cJ 12'-6" 1. 10/17/05 BOH AGENT REQ. TEST PIT -j1 TEST PIT --- -- FINISHED GRADE o0 0 0 00 0 0 0 0 0,0 0 0 o a 0 a a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101.60 101.40 0 Q POVENTT GRD. EL. GRD. EL. REMovABI..E 2` WALLS oEST. HIGH GW. N A EST. HIGH GW. N A CONFIRM INLET AND ouTLET TEES slzE AND LocAnON. COVER ' NOTES: 0 ITI N SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. 2 ADD ONAL U ITS TEES TO BE CENTERED UNDER MANHOLE COVER. + ':.y.,+y;,�, ;;,y,;,• 2• 1. DIST. BOX TO WITHSTAND H-10 LOADING HIGH DENSITY 34'' 10'-10" FILL FILL UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC °° GENERAL NOTES: TRAVELED WAYS WHEREIN H-20 LOADING PIPE 0° POLYETHYLENE INFILTRATOR 3050 0 „ 25" 2-24" DIA CONCRETE MANHOLES T 1. THIS PLAN IS FOR DESIGN AND 27 » 000 0 o 0 0 0 0 0 00 0 0 A g W METAL HANDLES BROUGHT -�•- 15 SMALL APPLY. o°o 0 0 ° o 0 0 0 0 ° of o 0 0 0 o c o 0 0 0 0 0 0 0 ° 0 0° CONSTRUCTION OF THE SEWAGE LOAMY SAND LOAMY S ND T 6" OF FINISH GRADE DISPOSAL FACILITY ONLY. / 1OYR 5�6 TEE TO BE UNDER 6" " A. 8" 2. PROVIDE INLET TEE OR BAFFLE WHERE 19'-0" 2. ALL CONSTRUCTION METHODS AND 1OYR 2 1 M.H. OPENING 5 ` SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN WIEW - LEACHING CHAMBERS MATERIALS SHALL CONFORM TO MASS. 12 MIN. 5, OUTT\S `14 3" " ' ee ee a •�•er 'T•" N IN PUMPED SYSTEM. LOAM & SEED DISTURBED AREAS OF HEALTH REGULATIONS.D.E.P TITLE 5 AND LOCAL BOARD 37" EL = 97.73 (-- 2 FIRST TWO T OF PIPE T OF DIST. B 3. i FEE OUT 3. ALL PIPES LOCATED UNDER PAVEMENT LOAMY SAND ,_ " RAISE BR W�.- 4" OTT LEVEL 6" MIN. 3 4" TO BOX TO BE LAID LEVEL. 3' MAX. COMPACTED 'FILL 36" MAXIMUM 12"MINIM M OR TRAVELED WAY SHALL BE SCHEDULE • 1 OYR ��$ " 10 6 SEWER BRICK ,,:. .a •:a STABLE BASE " / 50 " do MORTAR 1 1//2 CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 0 0 0 0' 0 0 00 0 0 0 0 0 0 » 40 OR EQUAL. 10-0 " .� CROSS-SECTION STONE BASE o 0 0 0 boo 0 0 0 00 0 3 LAYER EL 97.40 NORMA WATER L 12 CONSTRUCTION SHALL WATERTIGHT. ° 4, THERE ARE NO KNOWN PRIVATE WELLS 00 HIGH O 00 0 PEASTONE LOCATED WITHIN 150 FT. OF THE eo 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. T T �) DENSITY O Q 0 PROPOSED LEACHING FACILITY NOR C PRECAST SEPTIC TANK a lo" 14" » . " „ $�O POLYETHYLENE 0 0 ANY KNOWN WELLS PROPOSED WITHIN 72" MEDIUM SAND .• INLET TEE 5'-1" T 30 1/2" 6. CONFIRM D BOX OUTLET ELEVATION 29 24 10" (boo INFILTRATOR 3050 O 0 150 OF ANY KNOWN LEACHING FACILITY. 1 OYR 7/4 - _ " PRIOR TO INSTALLATION. EFFEC. 0 LEACHING O 0 5. WITHIN LIMIT OF EXCAVATION REMOVE 5-2 4,_6» a '0 5'-8" DEPTH to CHAMBER O ALL TOPSOIL. SUBSOIL AND OTHER _ _ 15 1/2 C Z =' LIQUID D DEPTH =' i " Cb O Q 00 O O 00 00 IMPERVIOUS MATERIAL. MEDIUM SAND - 5'-8" •= 00N d PRECAST DIST. L 14 0 D QO (�jV 00 00 O 000 3/4" - 1 1/2" 6. REPLACE ALL EXCAVATED MATERIAL WITH 10YR 7/4 � ,, BOX WASHED STONE CLEAN GRANULAR SAND, FREE FROM ORGANIC INDICATES 48" 34" 48" „ -' :�e!':::'.d 8-::"e ,:.••+: ,$ . .,� MATERIAL AND DELETERIOUS SUBSTANCES. 120 132 v ESTIMATED 10'-10" OF SOIL SHALL NOT BE MIXTURES AND LAYERS US D.DIFFERENT E FILL SHALL EL = 91.60 EL = 90.40 = SEASONAL HIGH 'c BOTTOM ON LEVEL STABLE BASE "a « --� • GROUND WATER PLAN VIEW " 3 '7 1/2" NOT CONTAIN ANY MATERIAL LARGER THAN. � DATE: DATE. 6 MIN. 3/4 TO CROSS-SECTION VIEW PLAN VIEW l CRO'SS-SECTION OF CHAMBER SIEVE,REPRESENTATIVEHAL BE SAMPLE PERFORMED FOiLNI UP TO 4TWO INCHES. A SIEVE ANALYSIS, USING A �5 MARCH 25, 2003 MARCH 25, 2003 �_ OBSERVED INDICATES 1 1/2" STONE BY WEIGHT OF THE Flu. SAMPLE MAY BE .x TEST BY:THE BSC GROUP, INC. TEST BY:THE BSC GROUP, INC. GROUND WATER SIEVE. SIEVE ANALYSES DESIGN CRITERIA. ALSORETAI"ED SHALLJ THE BE PERFORMED ON THE FRACTION WITNESSED BY WITNESSED BY: OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH INDICATES DESIGN. FLOWN ANALYSES MUST DEMONSTRATE THAT THE t MATERIAL MEETS-EACH OF THE FOLLOWING SAM WHITE sAM WHITE PERC TOWN OF BA►RNSTABLE NEW REGULATIONS ti � 6 BEDROOMS AT 110 G P.B./D 660 G.P.D. PERC. RATE: PERC. RATE: TEST F!��H ' �s- SPECIFICATIONS: 0%AKaA J '' 100X MUST PASS #4 SIEVE �� �� REQUIRE SOIL EVALUATOR TO INSPECT r -MIN. INCH 2 MIN./INCH o MARK D. �i, R,30p0p (4.75 mm EFFECTIVE PARTICLE SIZE) / Mr� Dic38 BOTTOM OF EXCAVATION PRIOR TO ANY r '*� REQUIRED SEPTIC TANK: 1OX-10OX MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR INDICATES CIVIL �a = 0.30 mm EFFECTIVE PARTICLE SIZE) UNSUITABLE No.45937 INSTALLATION AND ALSO PRIOR TO FINAL 660 X 200% SWEETSER ENGINEERING SWEETSER ENGINEERING � : 1320 GAL. o�2o�c MUST PASS #ioo SIEVE MATERIAL 9F , _ w LOT 139 -,� EXISTING SEPTIC TANK: = 1500 GAL. (0.15 mm EFFECTIVE PARTICLE SIZE) sFP,. BACKFILLING. / OX--5X MUST PASS #200 SIEVE SOIL CLASS: SOIL CLASS: `Sr to �! 1 1 ca�ln �� I .,` (0.075 mm EFFECTIVE PARTICLE SIZE) ' S 1 7. EXISTING UTILITIES WHERE SHOWN / WX 100.2 17 0 1 SIZE OF LEACHING FACILITY REQUIRED: IN THE DRAWINGS ARE APPROXIMATE. L.T.A.R. L.T.A.R. �d //7 J�S 1 D 1 THE CONTRACTOR SHALL BE RESPON- 0.74 G.P.D./SQ.FT. �1 74 G.P.D./SQ.FT. ll( UPL 1 1 DESIGN PERC. RATE: <B MIN./ INCH SIBLE FOR PROPERLY LOCATING AND S88'41 00 E 130.00 1 1 LONG TERM APPL. RATE 0,74 G.P.D/S.F. COORDINATING THE PROPOSED CON- _ STRUCTION ACTIVITY WITH DIG-SAFE DATUM: 1 1 660 GPD T 0,74 GPD/SF = 892 S.F. LOT140 GUYAND THE APPLICABLE UTILITY 1 1 COMPANY AND MAINTAINING THE VERTICAL DATUM: ASSUMED WIRE 1 1 EXISTNG LEACHING FACILITY: EXISTING UTILITY SYSTEM IN SERVICE. BENCH MARK USED: CATCH BASIN IN STREET 1 1 DIG-SAFE SHALL BE NOTIFIED PER 132740 `, USE HIGH DENSITY POLYETHYLENE THE STATE of MASSACHUSETTS S • • /'K 100.1 1 / / / STATUTE CHAPTER 82, SECTION 409 ELEVATION 100.00X 101.3 101.5 1 i ��: LEACHING CHAMBERS(4 UNITS) 11 X2 X38 AT TEL 1-888-344-7233. THE 101.1 X X 101.3 X -� ENGINEER DOES NOT GUARANTEE 1 1 I'� ` / / THEIR ACCURACY OR THAT ALL T TO SCALE WINDOW p WAR uNE w 1 SIDEWALL 2{11 +38 > X 2 _ 196 PROFILE: NOT s NEw .,....•--,•_-'---- ,�.�• �-- UTILITIES AND SUBSURFACE STRUCTURES WELL PROPOSE w G 1 BOTTOM 11' X 38' 41 ARE SHOWN. LOCATIONS AND EL.=A 101.6 W VEWA G ELEVATIONS OF UNDERGROUND UTILITIES FIRST PIPE LENGTH EME� J_ NG STONE Y 11.4 II 614S,F. TOP FOUNDATION W - TAKEN FROM RECORD PLANS. THE CONCRETE COVERS TO WITHIN TO BE SET LEVEL EX�STI 614 S,F X 0,74 GPD/SF - 454GPD G 1 � 1 CONTRACTOR SHALL.VERIFY SIZE, EL.=ENS11NG 6" OF FINISHED GRADE. FOR lN. 2" _ W 10 ADDITIONAL ,LEACHING FACILITY R.EQ.: LOCATION AND INVERTS OF UTILITIES FINISH GRADE r -a w I I AND STRUCTURE As REQUIRED PRIOR .=1 .4-101.2 /' I - X_100.3 1 1 TO THE START OF CONSTRUCTION. 4" PVC SCH 40 101.E x' ' w---_ -T USE HIGH DENSITY POLYEI IYLENE ACH M _ X1 IA� « _ � . -__.. w /'� LE ING CHA _BERS(2 UN S? 10 83 X2 94 PV _ G a. Tests SYSTEW Si�OT-D€SIGNED FOR S H 4 4" PVC LEACHING CHAMBER 1 1 w THE USE OF A GARBAGE GRINDER. � PROP w XI 100.0 1�- SIDEWALL = 2(10,83'+19') X R = 119.32 A GARBAGE GRINDER Is NOT RESERVE 1 I RECOMMENDED SUE TO RECOGNIZED = I= I_G EXISTING G 2'x12'x25' 6, , 100.7 BOTTOM = 10, 3' X 19' = ED5,77 .-- Y ., I=EWWWWRx NUMB PATIO GMET "��'+ 20.0' 1 � 1 _. ADVERSE IMPACT'S TO°.THE LEACHING 330 GPD 325S.F, FACILITY. v- I=C 5 OUTLET - VE T 101. 1 1 = -F H 1 1 325 S,F x 0,74 GPD/SF 240GPD s. EXITING INVERTS ARE TO BE CHECKED BY .r., DIST. BOX SEPTIC TANK SEPARATION PROP 1 -�'" ADDITIONAL OAK TO THE CONTRACTOR PRIOR TO CONSTRUCTION. 1 ' TOTAL DAILY FLOW PROVIDED EST. HIGH GROUNDWATER -p , PRIMARY BE REMOVED 1 0. THE ENGINEER IS TO BE NOTIFIED OF X 104.8 100.4 ° , - ANY FIELD CHANGES THAT MAY BE z 10.83 x19 101.2 1 454 GPD + 240 GPD - 694 GPD o EXISTING -o 1 REQUIRED. DWELLING 14.0' 100.4 • 3 m " c INVERT ELEVATIONS. 0.1 1 PROPOSED FRONT RESERVE AREA: DSc GRDup 0 11 101.6 •X^ �# �" 0 1 657 Main Street, TOP OF FOUNDATION 102.6 A ,� GARAGE \ 0 1 USE H-20 CONCRETE CHAMBERS ssa u Unit 6 4" INVERT AT BUILDING 99.30 B (EXISTING) ENTRY / 1 LEACHING CHAMBERS(2 UNITS) 12 X2 X25 W.Yarmouth Massachusetts � 1 02673 4" INVERT AT SEPTIC TANK (IN) 98.10 C (EXISTING) 100.9 1 / _ BENCHAMRK SIDEWALL = 2(12 +25 ) X 2 - 148 508 778 8919 4" INVERT AT SEPTIC TANK (OUT) 97.85 D (EXISTING) STING EXISTING 100.d EXISTING BOTTOM = 12' X 25' = 300 4" INVERT AT DIST. BOX {IN) 97.75 E (EXISTING) Ww rn GARAGE LOOSE CATCH BASIN _ PROJECT TITLE: STONE 1 ELEV 100.00 448S,F. 4" INVERT AT DIST. BOX (OUT) 97.58 F (EXISTING) DRIVEWAY 1 10 448 S,F x 0,74 GPD/SF - 331GPD _ o TP#1 X 100.8 1 PROPOSED REAR RESERVE AREA: DESIGN FOR ca EXIST. \ 1 , " " USE A 4 x 2 x 55 LEACHING INVERTS AT LEACHING FACILITY: D BOx 1 TRENCH SEWAGE DISPOSAL 101.8 ---- 1 4" INVERT AT BEGINNING L10.0, EXISTING 11 SIDEWALL = 2(4'+55') X 2' = 236 SYSTEM REPAIR OF LEACHING CHAMBER 97.4 G 11'X 38' 1 ', BOTTOM = 4' X 55' = 220 ELEVATION AT BOTTOM 101.8 10.3, S.A.S.. 1 456S,F, OF LEACHING CHAMBER 95.4 H 11 x 100.2 456 S.F x 0,74 GPD/SF = 337GPD #224 BOTTOM OF 90.4 J x 101.3 g S X 101.1 1 TOTAL RESERVE AREA PROVIDED: WI AN N O CIRCLE DEEP TEST PIT 10.0' X 101.2 22.20 X 101.2 OSIER Y I LLE N 1 331 GPD + 337 GPD = 668 GPD 101.1 X EXISTING 1 ALL DIMENSIONS ARE BASED ON MARCH 2O03 PLAN BY SWEETSER ENG. 10.6' 150o GALLON 1 MASSACHUSETTS AND AS-BUILT CARD ON FILE WITH THE BARNSTABLE BOARD OF HEALTH \ 11.2' SEPTIC TANK 11 2' li LOCUS PLAN: NO SCALE 0 1 1 28 r VARIANCES REQUESTED: 100.3 137.79' , 101.8 1 100.2 N88 00 00 W 1 0 PREPARED FOR: E� Y NONE N� 1 �., 0 Mr. MICHAEL FITZGERALD 100.3 : . GZ� N 8 WORTHEN PLACE TOWN OF BARNSTABLE BOARD OF HEALTH REVIEW -4 MAD018E 0 FOR SIX BEDROOM S.A.S. ON A SINGLE LOT. LOT N LOCUS INFORMATION � ❑sTERVILLE 617 338-0038 CURRENT OWNER: MICHAF.L & JEANNE FITZGERALD ZONING DISTRICT. RC �4, � SETBACKS: FRONT 20' P� MPIN DATE: SEPTEMBER 14, 2005 a TITLE REFERENCE: CTF 176092 SIDE 10' �,I • COMP. DESIGN: K. HEALY VIEW REAR 10' FLOOR PLANS PLAN V E W PLAN REFERENCE: 2664-,83, SH-1 • ,1,9 CHECK: M. DIBB OVERLAY DISTRICT: AP '4 'L DRAWN: K. HEALY SCALE: i" = 10 FEET assEssoRs MAP: 140 � PARCEL: 106 NITROGEN SENSITIVE 9 FIELD: D. GAZZOLO / J. McCARTIN 3 SEE ATTACHED ARCHITECTURAL DESIGN PLANS ZONE: NOT A ZONE II MINIMUM LOT SIZE: 87,12D S.F. QO I,9N FILE NO. 8874-SEP.DWG 0 5 10 20 FT, FEMA FLOOD �� DWG NO. 5656-01 h XISTING LOT AREA: 13,74Dt S.F. ZONE DISTRICT: "C", DATED 7/2/1992 LOCUS CI SHEET 1 OF 1 PANEL #250001 0016 D JOB NO. 4-8874.00 a a , TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL ES TEST DATE :;F SOiL TEST MARCH �5`20G3 ___ P #10,452 10 FT. M''NIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY SW'EETSER_ENGIN E INt; ELEV. = 102.30 - 10 FT. MINIMUM CLEAN SAN% T ------ WITNESSED B _S_v1H'_� CONCRE?E NSPECTION PORT --- _-- CO`✓ERS 7' ELEV.=--1C;1�bG ELEl. `�'-4=' j 4" SCHEDULE 4C PVC PIPE \ \-LOAM AND SEED 09SMA?ION HOLE � 08SMA ON H 2 PERCOLATION RATE - 5 MIN./INCH AT 72 INCHES PERCOLATION RATE -_<_-2- MIN./INCH IN C HORIZON MIN. PITCH 1/8" PER FT, 2" LAYER OF -EX _- \, 1 \ DEPTH HORIZ . TEXTURE COLOR MOTT. OTHER DEPTH t+pR!Z TURE COLOR MC.T. OTHER - " �1/8" TO 1/2" -+- - �----r � - - --�---�-- 6 MAX \WA HEG STONE FILL I 0-25 i FILL i �� 4 CAS` IRON PIPE ^�'- �01•00 MAX. �� VENT 1 0-27 M 98.75 MIN. NOT REQUIRED c� ax (OR EQUAL) MINIMUM I, -+-�', �---- I T `Z 27-37I A LOAMY SAND 10YR2/1 NO ROOTS ' 25-44' B ' LOAMY SAND 10YR5/6 NO ' ROOTS PITCH 1/4" PER F T 37-501i B I LOAMY SAND 10YR5/8 ROOTS 1 144-132 C ( MEDIUM SAND 10YR7/4 FLOW LINE r 10� ELEV. Q�30_ I MIN i ° ° --�--' 50-120 C MEDIUM SAND 10YR7/4 ` i V � _ _97,85_ 0" ELEV. LEVEL ( ° ° 10 ELEV. = 96.67 1 I j J 6" SUMP ELEV 97. ------- ELEV. !! _ _ .iQ BAFFLE ; ELEV. _ _ 97.75 - --- - ° ° ° ° o ° ° ° ° ° o o 1 I I 0 0 o ° 0 ° 0 0 0 0 0 14 ,0 0 ° 95•SO DISTRIBUTION ELEV = ° ° ° 0 0 0 ° � 0 ° 0 o a ° ° ELEV = L(Q� U!D - OUTLET �__- BOX -$Z' - P H _ TEE ; 'TO BE PLACED ON FIRM BASE) TO BE WATER TESTED - - 4 BEET 14 INCHES I 1 5 IEET 19 INCHES ! IF MORE THAN ONE OUTLET 4 HIGH CAPACITY INFILTRATORS WITH � _ 5 FEET 24 INCHES 1500 GALLON 5 ONE N AN I Z I WELL_N A NO WATER ENCOUNTERED A? ___J2Il" ELEV. _ �l•Eip NO WATER ENCOUNTERED A- _ _LdL_ ELEV 7 FEET 29 INCHES (TO BE PLACED ON IRM BASE) 8 FEET 34 INCHES SEPTIC TANK 11* X 3' e� X 2' TRENCH FORMATION I 2 '10 ZONE -- 3/4 TO 1 1/2" CLEAN -� --�1 INDEX DOUBLE WASHED STONE SOIL ABSORPTION ADJUST FREE OF FINES & SILT SYSTEM (SAS) LEGEND: DESIGN CALCULATIONS i EXISTING SPC- ELEVATION 00"o NUMBER GF BEDROOMS + SEWAGE DISPOSAL SYSTEM PROFILE EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NCT TO SCALE FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW USGS PROBABLE WATER TABLE ELEV. _ .________ FINAL CONTOUR- -[ `�� - ( 110 GAL/W./DAY X �_ SR.) -_44Q-_ GAL./DAY OBSERVED WATER TABLE ( / / ) ELEV. _ __ - SOIL TEST LOCATION 7 REQUIRE SEPT'C TANK CAPACITY GAL. GAL. BOTTOM OF TEST HOLE ELEV. _ _90.40_ UTILITY POLE O- ACTUAL SIZE OF SEPTIC TANK _ GAL. TOWN WATER W==ram--w SOIL CLASSIFICATION CATCH BASIN DESIGN PERCOLATION RATE <_�`__ MIN./IN. GAS LINE ii��\ EFFLUENT LOADING RATE _Q.7 GAL./DAY/S.F. CLEAN OUT C•U• ---- LEACHING AREA 014• SQ. FT. CESSPOOL C.F J (11X38)+(49X2)(2) LEACHING CAPACITY (AREA X RATE,'. -'4M GAL /DAY 814.00 X M74 RESER`✓E LEACHING CAPACITY 454, Q GAL./DAY I NOTES: AL- WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 100.2 TTLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WI7,64IN `07 ?4u 10 FT. OF DRIVES OR PARKING AREAS H-20 LOADING SHALL BE C0.3 USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. q,REA 7,?Jf S f 98.E 4. ANY VASON.4RY UNITS iJSED T^ BRING 0`JERS TO GRADE SHAD 10G.5 100.8 98 pRt 1 �J, --?00.6 '00.2 BE MORTARED IN PLACE, 5 9 NC E I O DEEDED OR ZONNG REG'e T AI D E AS TO COMPLIANCE P T ON� OWNER ' APPICAN IS WITH ` 9&7 OBTAIN SUCH DETERMINATION FROM APPRCIPRIA TE AUTHORITY. 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1 X IS TO CALL "DIG-SAFE." AT 1-888-344-7233 AT LEAST 72 HOURS rn PRIOR TO COMMENCING WORK ON SITE II 100. CONTRACTOR IS TO VERIFY GRP.DE`: AND ELEVATIONS AS WELL AS l SITE CONDITIONS PRIOR TO COMMENCING 'WORK ON SITE ANY VARIATION / OIL ' 101.2 IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER ST TE s 1- Z IMMEDIATELY. {006 f �" 101.8 8 PARCEL IS IN FLOOD ZONE 1 C.2 9 ' OT IS SHOWN ON ASSESSORS MAP 1 _ AS PARCEL, _- 106 O 10. EXISTING DWELLING, UTILITIES, SEPTICS, .AND ANY POLLUTED SOILS ARE ^ TO BE REMOVED FROM SITE. 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM .AND BE REPLACED 1.6 0 � �� f WITH SAND AS SPECIFIED IN 310 CMR 15.255-(3). 98.5 i SOIL ECEY�nav= raaaa' ' { 4. `� 7 A BOX x APPROVED: BOARD OF HEALTH f 01 09.7 100.7 ` a �--�EiCTf 11.1500 GALLON GO• r SEPTIC TANK 5' OVE OF ? (- PROPOSED SEPTIC DESIGN \ ' F I 0R .3� f PETER BUDDEAU I \ I MAIN ST 1 ( PROJEC' LOCATION j f1 1 140 [?24 WUNNO CIR. , OSTERVILLE 1,\ o� \ s AWDRERM 235 GREAT WESTERN ROAD F. 0. BOX 713 • \ 1 ° ` 508- SOUTH MASS. 1398- 3y22 _ 02660 \ DATE I, P. 26, 2003� I SCALE _ \ REVISED JOB N0. 5614,00 O C A. ; 0 N rV^A P !REVISED SHEET 1 OF 1 C: SS\PRCJ• 56,4-00\DWG\5614-CPP.DWG 02003 SWEETSER ENGINEERI`.0