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0008 EAST AVENUE - Health
Ost(vjl e kF _ _ -- - - �- ILA'= 139 075 S. J I } o I 0 i' TOWN OF BARNSTABLE �C3SQ- .00ATION SEWAGE # VUAGE �'�1rZM'� i L, ASSESSOR'S MAP & LOT!!3 7 INSTALLER'S NAME&.PHONE NO. 9—A r 9 i Z. 0 SEPTIC TANK CAPACITY JUN LEACHING FACILITY: (type) - (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on siie 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 ti TOWN OF BARNSTABLE LOCATION S= ehµcr� SEWAGE# a20Jo2—/82 VILLAGE O�cry ��e ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. •/`�RC�.�/s%�- -1-0&-ya8-ssa p SEPTIC TANK CAPACITY /SOd 61+1 LEACHING FACILITY.(type) -TOO G91 CYA ril t;CAI (size) /o?/O 'X 33 6 NO.OF BEDROOMS 7 OWNER —ro 00 23ca cer PERMIT DATE: Tcrf.(F S a0I a 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 4 300 feet of leaching facility) Feet FURNISHED BY 0 fir9 81 0 i No. L Fee AlsoVY- PUBLIC T COMMONWEALTH OF MASSACHUSETTS Entered in com uteri HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Applitation for Misposal 6pstem Construction Permit Application for a Permit to Construct(,� Repair( ) Upgrade( ) Abandon( ) �' omplete System ElIndividual Components fiq Location Address or Lot No. Au Q, Owner's Name,Address,and Tel.No.A L AtlGr 3.tr:r�.S 4- &A C-41Y� , Assessor's Map/Parcel 13 4 - ©7s fzilg -I CA; Installer�'S,Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. -5Z.-. . CSr�c� cJ: $-�8- o°-SSdQ gl�ond Sr. os��.� P, �5 cis— So8-tiZ�-33`� Type of Building: c, t` Dwelling No.of Bedrooms Lot Size 1�� sq.ft. Garbage Grinder(A// Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) y gpd Design flow provided gpd Plan Date_,�u'ne Z O(� Number of sheets Revision Date Title kw-,. Size of Septic Tank kSGO Type of S.A.S. 3-Sa(N Cw& 6�6,rS Description of Soil 3(y Q-Z L Z4," l G er t ,,�h 5e, 10;Z " WI 511 CA 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 Certificate of Compliance has been issued his Board of Health. Date Application Approved b 9 Date Application Disapproved by /- Date /22 for the following reasons gn Permit No. Date Issued �- �._..,....,...-«.,.�.--,.,�.._ ra.' -a.h„-.�.,-A.u•_. ..,iy=-mac.+—.�,...::.+k�'.+w.... No. Fee Entered in com ute- r: T COMMONWEALTP10 11�ASSACHUSETTS p PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS let/ I 01ppYiLatiOn for MI8p0saY 6pstrrrt Construction Permit, , + `d Application for a Permit to Construct(�'" Repair( ) Upgrade( )'Abandon( ) [Complete System ElIndividual Components Location Address or Lot No. &.sIrAv e, Q one, Nam@,Address,and Tel.No.A L" L(e 2 -� Assessor's Map/Parcel 131- O 7-5 qgw�'u%� c• fi--1 UZ48 Al Installer'g ame,Address,and Tel.No. e i ner's Name,Address,and Tel.No. l� vc c v�1g qn C-✓% 1 is P��,t tl-" tX4ay.1Vz . rvr+l� (�?kS5 S08-Ui Type of Building: 1 q Dwelling No.of Bedrooms 1" Lot Size L��y sq.ft. Garbage Grinder(A A Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures It-. `+ Design Flow(min.required) yy gpd Design flow provided �55 gpd Plan Date Sv.\e O5 Z°l Z Number of sheets Revision Date . Title Size of Septic Tank ��`�� (a' Type of S.A.S. 3-SOD(o.,` ( nCfS P - Description ofSoil JG 0-Z. -Zr A-la cr OV7 �3 T3 << U I L(*,X sue, 2Z`a`t C l� T(0 +�S ire `t ; ,'. �� ►Z° �z C (C_ n1tA- S Nature of Repairs or Alterations(Answer when applicable) -• Date last inspected: 1. , c Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued btv -this Board of Health. "Xg �. �� ✓� Date Application Approved bDate Application Disapproved r �` .' ✓ 1' r t �, Date '"-for the following reasons t , s Permit No. Date Issued i ` t -------------------------- THE COMMONWEALTH OF,MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance " THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by -5 cr (+, Co nit s ti at E4� Nm 05 \J AQ,_ has been cons cte r ac or< c0 with the provisions of Title 5 and the for Disposal System Construction Permit No e Installer�i CC 4 cC _C'- t' ,5r Designer #bedrooms H Approved design flow and The issuance of this permits all not be construed as a guarantee that the system w11fan c i r N-destgned.+ Date �/} (�" J Inspector _ / ------ - --=------- ---------------- - No. THE COMMONWEALTH OF MASSACHUSETTS Fee PUB CAIEALTH DIVISION- BARNSTABLE,MASSACHUSETTS �Disposar ,pstrm Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be ompleted within three years of the date of this permit l5� `` Approved by� ~��^ Date -^--�— Town of Barnstable ' oFTHE r Regulatory.services F �' Thomas F .Geil `. . j ei•,'Director BAMSTABLE, i Public Health.Di z 9 vision a nnno+°r,� _` k ThomasMcKean;Director' d. 200 Main Street, Hyannis+NIA 02601 Office: 508-862-4644 . Fax' 508-790=6304 Date: Sewa a Permit# 'I Assessor's Map/Parcel g Zc�iL, 3 Vo S- R j Installer&Designer Certification Form T z l " Des her• g eAt ' ' Installer:. ,�y c e' 0..0 l t1 ,M " Address:' �` 5. Addre 8 ��i v�aty �r F r >* 4 • ss:. j .a- �1 s ery Zr- was issued a permit to install a,.- (dat ) (installer) +; a ' septic system at based on a design drawn by • (address) k . i s� � dated''7 � �y v G r � � '�., • + �� � Y (desigdqrY. I certify that the septic system referenced above Was`installedsubstanhally"according to "the design, which may include minor-approved changes such as.lateral relocation 'of the .. distribution box.and/or'septic'tank. -Stripout (if required) was inspected`'and the soils x were found 'satisfactory �{ ' t „:. ,. 44� ati 1' § 4 � `• � •_� r � icy; - I certify that the septic system referenced above was installed.with major chauges,(i.e greater than 1 .lateral relocation of the SAS or any vertical relocatia o any component +- of the septic system) but in accordance with State`& Local Re��ii-latons revision or s ` certified as-built by designer to follow:. Stnpout(if required)�'v�,a`s sec edd the soils <' were found'satisfactory. -joy, !Ly F y t :No 48168'. a. A (Ins alle 's Signature). ,Y �o�9FcisTE��° - FSS/NNAL ( esigner s Signature) #• x Designer's Stamp-Here) r.. PLEASE-RETURN TO BARNSTABLE"PUBLIC HEALTH'DIVISION. CERTIFICATE OF. COMPLIANCE WILL; NOT BE ISSUED' UNTIL BOTH THIS FORM AND BUILT.CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.- THANK 'YOU 6 gAoffice formsWesignercertification form Ad f KI TGHEN - 4. BATH DINING;,. ROOM �F LIVING ROOM ,' - t BAR BATH ' tie ••: � �� �• .�,..��.t� T * -FIRST FLOOR y , FAMILY ROOM . BA TH ROOM "� .•f z BEDROOM°-#2 EDROOM' '# r F- BA TH r • *./�•`, -r�,` �.. i_ �.' '°'.: a.. IL PLAY AREA• •, r' .. r MASTER, `" • ' F "• BEDROOM A T Y y SECOND FLOOR .>.. GYM AREA t.t, �= x., BATH `. MECH. , , „•r,z ` BEDROOM .#4 ` BASEMENT PLAN • 4yf Town of Barnstable P# Department of Regulatory Services 7 t public Heath Division Hate - /a; NUUM >< 200 Main Sheet,Hyannis MA 01601, Date Scheduled �! .: �`�. Time - Fee Pd.. /QQ. 00' Soil Suit nil,0 Assessment for.Sewa a Disposal Performed By:�u-�L i ) h ^nC Witnessed By: :LOCATIONA GENERAL Il�'ORIV�ATION Location Address Owtier'sNani6`�% �� ; Q,Sf ✓C; ° , Q v %le naaea� 9(fin r' - iQrl� l Assessor's Map/Parcel. I 9 G Engineer's""Name l.� iEW corisTRvchox REPAIR ;Telephone# 5L P- 1 e5,`G/. 4.r Slo Lend use �K. ': pes(%) 219�o ... Surface Stones Distances ftom Open Water Body / � ft Possible Wet Area: +`/` .Drinking-Water Weli ft Drainage Way :•ft' Property Line ut ft Other ft SKETCH:.(Sheet name;dimensions of lot,exact locations of test holes&pem tests,iocate wetlands in proximity to holes) �x. . L Parent material(geologic) Depth to bedrock A Depth to.Groundwater $tandimg Water in Hole: Weeping item Pit Face NO . Estimated Seasonal lligh(itotmdwater'. ASO NAB ffi 11 WATER TAEbE Method Used: m• De ib to soil mottles in Depth Observed ataading' obs.hole i in. O undwater Adjustment' R. Depth to,w*,ing ftom side bf obs.hole Index Well# Read Date:! �n ex Well level AdJ.'1'actor Adj.Groundwater Level !P COATION` `E"� .. Dote C,-ir Tim/a;p0 Observation 2 ? �o o Hole# s Time at 9" Depth of Peru Time at 6" to foa4/i AMrK Start Pre-soak Time het Time(97-6) I � End Pre soak' 2 i+ E Kate h"Ch Situ Suitability Assessment Site Passed Site Failed Additiodal Testing Needed(Y/I� _. I I Original:public Health Division Observation hole Wa To Be Completed on Back-----=---- ***If percolation test is to b�contlu tad w thin 100'of wetland,yo u must first notify the Barnstable Conservation t)Ivision of least 6e(1)week prior to beginning. QASEPTICTERCFORM.DOC D EP>OMERVATfON HOLE LOG. Hole# Depth from Soil Horizon Sod'Texture.. Soil Colbr Soil Other. Surface(in.) (USDA) „,(Mansell) Mottling (Structure,Srones,Boulders.' cons istency<%0ayell. pr2. �pqE,� ('DEEP 08' R'VA�`f`I QV* IOI(:E Depth from Soil Horiztni Soi�Texture Soil Color Soil Other Surface(m.) (L15DA) : (Munsell) Mottling (Structure,Srones Botildeis. /! Cowstenov.%Gravell 0-2 loam CAQ� Alia- 12 . 8Y` G� x sal I PEEP O$ RA`1'f Ott` UE L(y(; dole# 3` Depth from.. Sod Horizain Soft Texture. Son Color Soil 'Other Surface(in.) (USDA)' (Mun9e11): Mottling (Structure;Stones,Boulders. Consistency.%Gravel) 2-C s � io B a. - r u o q©"-��3c zmw sated co tyk y. `DEED OB5ERVA'1ZON ROLE LQCt I $ole# Depth from Soil Hotubn '. Slnd Ta�etue Sod Color Sod other Surface(in.) tLIS)iA) (Mansell) Mottling : (Stnioture;Stones,Boulders. CQ1C°,atnnr.r i c4ave11 �oR sg4a �6Y2 g!Y 6 jai M IFlood lnsurance,Rate 1Vtap: i i a II L, Abovol$*0,yeart�dud fin ary No Yes V I Wilhid 500 year boundary 1 No 'I Yes VJithm 100 year flood boVut�ary.140 ' Yes De th o1�f aturall. Of`CU rltl �ehio s Mateha ughout the erlaious material exist in all areas observed thro Does at least dour feet bf;nabY�ally fief: g P area proposedifor the soilbiol s}�s em? ' '' i btvious material? `If not,what tsithe depth oin illy bcc g p� Gertii'icatton , I date have sad the soil eyal ato{examination apprt5ved by the . I certify that on :...�� ) �. ) > bepartlne it oi�Envtr 1>�h�1I hr'ote"Id. and th t the aboveally is laso e�ormed by me consistbnt with the requited training, xp 1§e �xp� ence d schbed ttY 3 IIR ` h Date_( Signature 1 j Q:\SEP nC\PERCFORM.DOC r s i �-� �� lac ,�,►�.�-ram �-, _ ,, k i f i w` °FIRE T Town of Barnstable Wyti Barnstable Board of Health AlAmmicaCity * BARNSPABLE, v MASS. ma 200 Main Street,Hyannis MA 02601 1639. �0 aTFp��p 2007 OFFICE: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul Canniff,D.M.D. BOARD OF HEALTH MEETING AGENDA Tuesday, June 16, 2009 at 3:00 PM Town Hall, Hearing Room 367 Main Street, Hyannis, MA I. Show-Cause Hearing: Marilyn Higgins and Cindy Gould at 92 County Seat, Hyannis =Refuse Violations. II. Show-Cause Hearing: Septic WITHDRAWN .- A. Maurice and Flora Curtis, owners — 364 Mitchell's Way, REPAIRING SEPTIC Hyannis, septic failure. A. Rr-u owner— 692 Wakeby Road, Marstons Mills, septic issue. WITHDRAWN - C. Alan Curtis and Gail Egan, owners— 8 East Avenue, ( REPAIRING SEPTIC Ostervllle, septic Issue. D. Elizabeth Miller, owner— 1610 Main St, West Barnstable, septic issue. III. Hearing — Housing: Kimberly Wolfe, owner— 12 Old School House Road, Hyannis, housing/rental issue. IV. Hearing — Underground Storage Tank: Collette and Allan Goodman, owners — 20 Cross Street, Cotuit,:older underground storage tank. V. Septic Variance (Cont.): A. Michael Ford representing Michael and Gisa Belanger, owner- 100 Cross Street, Cotuit, Map/Parcel 033-032, 0.9 acre lot, four (4) variances for repair (continued from Oct and Dec 2008) B. Brian Yergatian, BSC Group, representing Timothy and Eila Desrocher, owners — 3072 Falmouth Road, Marstons Mills, Map/Parcel 099-029, 2.2 BOH June 16,2009 Page 1 of 2 Town of Barnstable Barnstable CNI Regulatory Services Department P �STAHM p > . Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO May 8, 2009 Alan Curtis, Gail Egan 9 Union Park#1 Boston MA 02118 Re: 8 East Ave., Osterville MA You are scheduled to appear before the Board of Health at their public meeting scheduled on June 16, 2009 at 3:00, to show-cause why your property or dwelling should not be condemned to continued use of a failed septic system. According to our records, your septic system failed on 121411997 and you were notified by certified mail to repair or replace your failed septic system on 1/20/2000, 8/10/02, 4/28/04., 9/22/04 and 03/02/09! However, to date, the system has not been repaired or replaced. The purpose of the hearing is to provide you the opportunity to provide testimony, documentary evidence, and/or witnesses pertaining to the repair or replacement of your septic system. The meeting will be held on June 16, 2009 at 3:00 PM at the Town Hall, 367 Main Street, Hyannis in the second floor conference room. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health I Town of Barnstable Barnstable A&Msdc9Cffv Regulatory Services Department � HARNb"TASI.IG, { ,A 059. Public Health Division l�Da 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO 03/02/09 Alan Curtis 9 Union Park#1 Boston, MA 02118 FINAL ORDER ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 8East Ave, Osterville was last inspected on 12/16/1997,by John Graci, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: "Cesspool and SAS show signs of being past the effective depth of leaching" The deadline for repair has past. We, The Department of the Board of Health, have not been informed that you have taken any steps to bring your failed system into compliance. Therefore, you are ordered to repair or replace the septic system within 60 days from the date you receive this notification. You may request a hearing before the Board of Health, a written petition requesting a hearing on the matter, within seven(7) days after the day this order was received. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health IV/ VU 1Y.U1 1'Ad V11 VGG IUUG VV Yli LiLV11LLL11 vv .V.. ' 1 ALAN B . CURTIS FACSIMILE TRANSMITTAL SHEET TU: FROM: Art Traczyk Alan Curtis COMPANY: DATE-. Barnstable Planning Dept 11/28/2005 FAX NUMBER: TOTAL N.O.OF PAGrS INCLUDING COVER: 508.862.4725 7 PHONr:Nu1rIDE1L• SENDLR'S REPrRLNCE NUMBER: KEf YOUR REFERENCE NUMBEI 8 East Avenue—special permit ❑ URGENT XFOR REV1L'W ❑PLEASE COMMENT C1 PLEASE REPLY ❑PLEASE RECYCLE.. NOTES/COMMRNTS: Art, I had great intentions of stopping by the Planning Dept.last Friday to review the armched demo/rebuild application but I never made it.I know applicants are strongly encouraged to review applications with your department before submitting them.Is there a cbance we can review the attacked by phone? I think the application itself is straight forward as we reviewed it during a previous visit to your office. Do I need ro submit an Agreement to Extend the Time Lunt(for holding a public hcarinF)with the application and if so,how long should I make the cxtcnsioa good for? Per your recommendation I asked the surveyor to include the lot coverage calculation on the proposed site plan.I have three 11"x17"plans with original signatures from the engineer. Lasdy,I have elevations for all four sides of the proposed house. I will include a check for$200 with the application. I would appreciate your feedback.I Will dill you tomorrow to follow up.If you would prefer to call me I can be reached at(617) 822-7357 or by cm-4 ar ac6rtis .cnrcoranjctlnison.com Thank you in advance, Alan 9 UNION PA1tK #1 130S T ON, MA 02118 P1-1 (617) 426-7733 FAX (617) 929-4223 w 1 Message Page 1 of 1 Traczyk, Art From: Traczyk, Art Sent: Friday, December 16, 2005 4:29 PM To: 'acurtis@corcoranjennison.com' Cc: Mackey, Patty; Swiniarski, Ellen Subject: RE: 8 East Ave. Alan: You are being scheduled for the January 18th 2006 hearing. Attached is a draft of that proposed public hearing notice. Art Traczyk -----Original Message----- From: Mackey, Patty Sent: Friday, December 16, 2005 4:09 PM To: Swiniarski, Ellen; Traczyk, Art Subject: FW: 8 East Ave. -----Original Message----- From: Curtis, Alan [mailto:acurtis@corcoranjennison.com] Sent: Friday, December 16, 2005 9:16 AM To: Mackey, Patty Subject: 8 East Ave. Patty, About two weeks ago I submitted an application for a special permit to demo and rebuild on my lot at 8 East Avenue in Osterville. I wanted to check in to make sure there were no issues with the application and to see if a hearing has been scheduled. Can you tell me? Thanks, Alan Curtis 617.822.7357 1/11/2006 I °FtHE tq�� Town of Barnstable Regulatory Services * * * * BARNSTABLE, * Thomas F. Geiler,Director 9 MASS. g `b 1639. Public Health Division Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Alan B. Curtis &Gail Eagan Date: September 22 ,2004 9 Union Park#1 Boston, Ma 02118 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. Several months have passed by since you have been ordered to repair your "failed" septic system located at 8 East Avenue, Osterville. Y'ou are -reminded that you are ordered to hire_a professional engineer-to,,design a`.replacement septic system and to hire a licensed septic installer to replace the system on-or before November:•l,2004. You=,mayrequest a hearing before the Board of Health.if.petition:requesting same is:received is ,within.;ten;days. Non-compliance may result in a non-criminal._ticket.citation::of 100>do.11ars Each day's failure to comply with an order of the Health Agent shall constitute as a separate yiolation: C F HE BOARD OF HEALTH mas A. McKean, R.S., C.H.O. Agent of the Board of Health CC: Board of Health lno_engineer_plan f oFWE rati Town of Barnstable Regulatory Services * BARNSTABLE, * Thomas F. Geiler,Director 9 MASS. g' fp.19ft- A�� Public Health Division Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Alan B. Curtis & Gail Eagan Date: 4/28/04 9 Union Park#1 Boston, Ma 02118 NON-COMPLIANCE WITH STATE ENVIRONMENTAL CODE TITLE V. The septic system owned by you located at 8 East Avenue, Osterville was inspected on, 12/16/1997 by John Graci, a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: Cesspool and SAS show signs of being past the effective depth of leaching Our records show that the system has been in'a failed state for more than two years. You are ordered to hire a professional engineer or registered sanitarian to prepare a plan of proposed replacement septic system component(s). This plan is to be submitted to the Town of Barnstable Public Health Division Office (Regulatory Services, 200 Main Street,Hyannis), within (90) days receipt of this letter. The plan will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title V. You are also ordered to upgrade or replace the septic system within six months (180) days of your receipt of this letter. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. You have the option of requesting an adjudicatory hearing pursuant to 310 CMR 15.422 Failure to comply with this order will automatically result in a public hearing scheduled before the Board of Health. PER O DER OF T BOARD OF HEALTH THUffias A. McKean,R.S., C.H.O. Agent of the Board of Health CC: Board of Health Pfailed_septic_letters Town of Barnstable �. OFIME t o Regulatory Services snxrrsrnstE�= Thomas F. Geiler,Director 9$A MASS.: ,�� Public Health Division rED""p�A Thomas McKean,Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Alan B. Curtis & Gail Eagan Date: 8/10/02 8 East Avenue Osterville, MA 02655 FINAL NOTICE ORDER TO COMPLY WITH 310 CMR 15.00,THE STATE ENVIRONMENTAL CODE,TITLE 5. Our records indicate the septic system owned by you located at 8 East Avenue Osterville,Ma was inspected on 12/4/97,by John Graci a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: Cesspool And SAS showed signs of being past the effective depth of leaching. According to Title V, the owner had two (2) years to repair or replace the system. More than two years has past since the date of this inspection. You were previously notified of the failed septic system. However, the system has not been repaired as required as of this date. Therefore, you are directed to hire a licensed professional engineer (PE) or Register Sanitarian (RC) to design a system that will bring the septic system in compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within twenty-one(21)days of your receipt of this letter. You are also directed to hire a licensed septic system installer to install the system components within forty-five (45) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. Failure to comply to this order of the Board of Health, may result in court action against you the owner of this property PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health. Town of Barnstable .� ,.� Town of Barnstable : Department of Health, Safety, and Environmental Services • ansrterns�, • 39. Public Health Division 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas A McKean,RS,CHO FAX: 508-790-6304 Director of Public Health TO: ALAN CURTIS & GAIL EAGAN DATE: JAN. 20, 20.00 180 COMMONWEALTH AVE. BOSTON, MA. 02116 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at 8 EAST AVENUE was inspected on 12/04/97 by JOHN GRACI a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: CESSPOOL AND SAS SHOW SIGNS OF BEING PAST THE EFFECTIVE DEPTH OF LEACHING. t The above system, according to our records has been in a failed state for more than two years. Therefore, you are directed to hire a licensed Town of Barnstable septic system installer to sketch a proposed system that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within(14)fourteen days of receipt of this notice. The septic system must be brought into compliance within (30) thirty days of your receipt of this directive. You are also directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into buildings, onto the surface of the ground, or into surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. , PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable q;Wft&51wV1Ue52y.&c ' t { t t OFtME 1p , Town of Barnstable lu.k Department of Health, Safety, and Environmental Services L QoS¢ cs '10 - BARNSTABLE, 9� MA 9. ,m� Public Health Division - ArFD1A°�A P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CIIO FAX: 508-790-6304 Director of Public Health May 21, 1998 Edward& Susan McKenna 2 Dale Terrace Sandwich,MA 02563 ORDER TO COMPLY WITH 310 CMR 15.00,THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at .Lot 75 (AKA Lot 8) East Avenue, Osterville was inspected on December 4, 1997 by,John Graci,a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: • The overflow leaching pit was full and showed signs of having wastewater effluent above the effective depth of leaching. You are directed to hire a licensed Town of Barnstable septic system installer to submit a sketch diagram of a proposed system to the Town of Barnstable Health Division Office(Town Hall, 367 Main Street, Hyannis) that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within (14)fourteen days of receipt of this notice. You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A.McKean,R.S.,C.H.O. Agent of the Board of Health q/health\dbfiles\titles i.doc Town of Barnstable BAMSTABM z s Department of Health,Safety, and Environmental Services s639. jai° Public Health Division P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health April 3, 1998 George&Deborah Gilpatrick 2916 Circle Ridge Drive Orange Park,FL 32065 ORDER TO COMPLY WITH 310 CMR 15.00,THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at Lot 75 (AKA Lot 8) East Avenue, Osterville was inspected on December 4, 1997 by,John Graci,a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00)due to the following: • The overflow leaching pit was full and showed signs of having wastewater effluent above the effective depth of leaching. You are directed to hire a licensed Town of Barnstable septic system installer to submit a sketch diagram of a proposed system to the Town of Barnstable Health Division Office(Town Hall,367 Main Street, Hyannis) that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code,Title 5 within(14)fourteen days of receipt of this notice. ` You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground,or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH omas A.McKean,R.S.,C.H.O. Agent of the Board of Health q/health\dbfiles\title5i.doc ' s Town of Barnstable Department of Health, Safety, and Environmental Services �BAMIA 9 i63� Public Health Division � 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health 1 c2td n�le� DATE: ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. �,,,,,e, Dom`�. The septic system owned by you located at �Y. `J�L&A 440 was inspected on QgC. �j, 19g 7 by C,' , a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: You are directed to hire a licensed Town of Barnstable septic system installer to submit a sketch diagram of a proposed system to the Town of Barnstable Health Division Office (Town Hall, 367 Main Street, Hyannis) that will bring the septic system into compliance with 310 CMR 15.00, The State Environmental Code, Title 5 within (14) fourteen,days of receipt of this notice. You are also directed to bring the septic system into compliance within thirty (30) days of receipt of this order letter. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of sewage or effluent into the buildings, onto the surface of the ground, or in to surface waters. Any person aggrieved by any order issued by the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the Commonwealth. PER ORDER OF THE BOARD OF HEALTH Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health q\hdlh\dbra.dwusi.a.o Commonwealth of Massachusetts Executive Office of Environmental Affairs Dept. of Environmental Protection One winter Street Boston Ma. 02108 Jolui Gil act ' D.E,.P. Title V Septic Inspector P.O. Box 2119 Teaticket, MA 02536 i WILLIAM F.WELD (508)564-6813 Governor ARGEO PAUL CELLUCCI s Lt.Governor y SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM D�Q, PART A 5 1997 (y CERTIFICATION Property Address: Lot 7 ast Av.Ostervilie Ma.Map 139 Address of Owner: Date of Inspection: 12/4197 (If different) Name of Inspector: John Graci Mr.Gilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma. I am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) Company Name,Address and Telephone Number. 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 inspection. The inspection was performed based on my,training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes This Inspection Is based on criteria dented In Title V _ Conditional Pa 85 code 310CMR16.303.Ny findings are ofhow the system is performing atthe time of the inspection.My Inspection does edsFur eraluation By the Local Approving Authority not imply any warranty or guaranteeofthelongevityofine �QFaNeils. septic system and any of Its components useful life. Inspector's Signature: Date: 1218197 The System Inspector shall s mit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C,or D: A) SYSTEM PASSES: - I have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: B) SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y, N,or ND). Describe basis of determination in all instances. If "not determined°,explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of CoMpliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised OOV97) One Winter Street • Boston,Massachusetts 02108 . FAX(617)556-1049 a Telephone(617)292-5500 ,. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM r PART A CERTIFICATION (continued) Property Address: Lot 75 East AV.Osterville Ma.Map 139 Owner: Mr.011patrick:2916 Circle Ridge Dr.Orange Park Florida Ma Date of Inspection:1214197 _ Sewage backup or,hreakout or high static water level observed.in.the distribution box is due to a broken, or obstructed pipe(s)or due to broken,settled or uneven distribution box.The system will pass inspection if (with approval of the Board of Health). Describe observations: broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced —The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS, NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 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 APPROPRIATE)DETERMINES THAT THE SYSTEM 15 FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public watersupply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presense of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method usedto determine distance (approximation not valid) 3)Other D] SYSTEM FAILS: You must Indicate either"Yes"or"No"as to each of the following: X I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes - No _X_ Backup of sewage in facility or system component due to an overloaded or clogged SAS or cesspool. 4 x_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged cesspool. _X_ SAS is in hydraulic failure. (revised 04rt7)97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Lot 75 East AV.Osterville Ma.Map 139 Owner: Mr.011patrick:2910 Circle Ridge Dr.Orange Park Florida Ma . Date of Inspection:1214197 D]SYSTEM FAILS(continued) Yes No x Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. x Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. . x Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped x Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. —x. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. x Any portion of a cesspool or privy is within a Zone 1 of a public well. —x_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. x Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either"Yes"or"No"as to each of the following: The following criteria apply to large systems in addition to the criteria: _ The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No x the system is within 400 feet of a surface drinking water supply x the system is within 200 feet of a tributary to a surface drinking water supply _ x the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or.a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. {revised 04127)97) t. t SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: Lot 75 East Av.Osterville Ma.Map 139 r Owner: Mr.Cilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma Date of Inspection:1214197 Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following: 4 ,c_ — Pumping information was requested of the owner,occupant,and Board of Health. x None of the system components have been pumped for at least two weeks and the and the system has been receiving normal — flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. x As built plans have been obtained and examined. Note if they are not available with N/A. x The facility or dwelling was inspected for signs of sewage back-up. - x — The system does not receive non-sanitary or industrial waste flow. _c_ — The site was inspected for signs of breakout, x All system components; excluding the Soil Absorption System, have been located on the site. x 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. x The size and location of the Soil Absorption System on the site has been determined based on — — The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of Sub-Surface Disposal Systens. x Existing information. Ex. Plan at B.O.H. Determined in the field(if any failure criteria related to Part C is at issue, approximation of distance is x unacceptable)[15.302(3)(b)] (revleed0412V97) ' n ' x SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION ` Property Address: Lot 75 East Av.Osterville Ma.Map 139 Owner: Mr.Gilpatrlck:2916 Circle Ridge Dr.Orange Park Florida Ma. Date of Inspection:1214197 FLOW CONDITIONS RESIDENTIAL: d/bedroom for S.A.S. Design flow: 110 9 P• Number of bedrooms: 2 Number of current residents: n Garbage grinder(yes or no): No Laundry connected to system(yes or no): No Seasonal use(yes or no): Yes Water meter readings,if available:(last two(2)year usage(gpd): Na Sump Pump(yes or no): No Last date of occupancy:2 weeks ayear. „ COMMERCIAL/INDUSTRIAL: Type of establishment: nla Design flow:o gallons/day Grease trap present: (yes or no) No Industrial Waste Holding Tank present:(yes or no) No Non-sanitary waste discharged to the Title 5 system:(yes or no) Nc Water meter readings,if available: nra Last date of occupancy: nra OTHER:(Describe) Na Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no)No If yes,volume pumped:o gallons Reason for pumping: Na +. TYPE OF SYSTEM Septic tank/distribution box/soil absorptions system x Single cesspool x Overflow cesspool Privy Shared system(yes or no).( if yes,attach previous inspection records,if any) I/A Technology etc.Copy of up to date contract? Other. APPROXIMATE AGE of all components, date Installed(if known)and source information: 1900 Sewage odors detected when arriving at the site:(yes or no) No (revleed 0dr27AT) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Lot 75 East AV.Osterville Ma.Map 139 Owner: Mr.Gilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma. Date of Inspection:1214197 ' SEPTIC TANK:_ (locate on site plan) s Depth below grade: rda Material of construction:x concreate_metal_FRP_Polyethylene_other(explain) If tank is metal, list age o . Is age confirmed by Certificate of Compliance No (Yes/No) Dimensions: rya Sludge depth:rda Distance from top of sludge to bottom of outlet tee or baffle: nla Scum thickness:rya Distance from top of scum to top of outlet tee or baffle:rda Distance form bottom of scum to bottom of outlet tee or baffle: Na How dimensions were determined: Measured Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation.to outlet invert, structural integrity, evidence of leakage, etc.) rda GREASE TRAP: (locate on site plan) Depth below grade: rda Material of construction: _concrete_metal_FRP_Polyethylene_other(explain) Dimensions: rya Scum thickness:rda Distance from top of scum to top of outlet tee or baffle:rda Distance from bottom of scum to bottom of outlet tee or baffle:rya Date of last pumping, �e Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) We BUILDING SEWER: (Locate on site plan) Depth below grade: 2' Material of construction:_cast iron 40 PVC_other(explain) Distance from private water supply well or suction line?own ' Diameter: 4"_ v Qmments: (conditions of joints,venting,evidence of leakage,etc.) (revised 04/27)971 <.. f SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) a Property Address: Lot 75 East Av.Osterville Ma.Map 139 Owner: Mr.Cllpatrick:2919 Circle Ridge Dr.Orange Park Florida Ma Date of Inspection:1214197 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: ma Material of construction:_concrete_metal_FRP_Polyethylene—Other(explain) Dimensions: rda Capacity: rda gallons Design flow: nfe gallons/day Alarm level:_nra Alarm in working order?_Yes_No Date of previous pumping: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) rda DISTRIBUTION BOX: - (locate on site plan) Depth of liquid level above outlet invert: nla Comments: (note if level and distribution is equal, evidence of solids carryover,evidence of leakage into or out of box etc.) rda PUMP CHAMBER: (locate on site plan) ' Pumps in working order:(yes or no)No Alarms in working order(yes or no)_ve: Comments: (note condition of pump chamber,condition of pumps and appurtenances, etc.) rda (review 04127)97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .. PART C SYSTEM INFORMATION (continued) Property Address: Lot 75 East Av.Osterville Ma.Map 139 Owner: Mr.Gilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma. Date of Inspection:1214197 SOIL ABSORPTION SYSTEM (SAS):x (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods): If not determined to be present,explain: n1a Type: 4 teaching pits,number: rda leaching chambers, number:ma leaching galleries,number: rda leaching trenches,number,length: nfa leaching fields,number,dimensions:rda overflow cesspool,number:rx3' Alternate system: va Name of Technology:_nra Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Th oovernow-hae-been Nllshows=elgnq ofb_bing'pasttho off ctive depth ofleaching:'1, CESSPOOLS:x (locate on site plan) - Number and configuration: one Depth-top of liquid to inlet invert: empty Depth of solids layer: ° Depth of scum layer. ° Dimensions of cesspool: 6'x6' Materials of construction: rda Indication of groundwater: nla inflow(cesspool must be pumped as part of inspection) rda Comments:,.(note_condition•of=soil,signs_of hydraulic.*failure.,I.evel_of,.ponding,condition of vegetation, etc.) Mein ceaepool le-a_holding-tank,sy@tem_ehows elgne.ofbeing,paet3he efrective depth of leaching, PRIVY (locate on site plan) .t Materials of construction: nla Dimensions: de Depth of solids: rda Comments: (note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.) n1a (revised 0427197) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C m SYSTEM INFORMATION(continued) Lot 75 East Av.Osterville Ma.Map 139 Mr.Gilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma ' 1214197 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references, landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house)` l( n i Page ! of 10 , (roped 04)27197) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) , E _ Lot 75 East Av.Ostervllle Ma.Map 139 Mr.Gilpatrick:2916 Circle Ridge Dr.Orange Park Florida Ma. ^ ,r c 1214197 Depth of groundwater 12 Please indicate all the methods used to determine High Groundwater Elevation: Obtained from design plans on record, Observation of Site(Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of Health Check FEMA Maps M Check pumping records g _ Check local excavators, installers F ` x Use USGS Data 1 :: • .. completed) Describe in your own words how you established the High Groundwater Elevation.(MUST be _ rev USGS Maps and chartsy P is x . i i , #r Y r laga >l0 0[ 111� y Y (rnvlaedOWT1971, A ~J t� ��`` �1 . i, r' ARCHITECT: SCHEDULE OF DRAWINGS G IAM P I ETRO ARCHITECTS T1 TITLE SHEET 354 Gifford Street TEL 508 540 7400 AB1 EXISTING ELEVATIONS $ ^' Falmouth,MA 02540 FAX 508 540 0220 A132EMSTINO FLOOR PLANS -- Al ELEVATIONS A2 FLOOR PLANS t A3 FOUNDATION PLAN/DETAILS A4 SECTIONS A5 FRAMING PLANS TT -- ; Lij W -__- --- F — — --— H ADDITION & ALTERATIONS TO: N d THE EEAUICEGARD RESIDENCEo GOo 8 EAST AVE la Np�R1Tfg!l �aA�ARg BARNSTABLE, MA DO NOT pWq AIL r° oG>�LAF OIAIffIETR�T tlFRfxOT P jMD SCALE FROM LOU N�o Fu�P DA OF 01�C OR F - uleF ulaarRa DRAWINGS E-+ ABBREVIATIONS SYMBOLS A6 ads.BOLT m. 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PAaeL Tad ttwdUmdoact O Yn7Dof SIPS da*Atlr&Ave ~ *ALLTrPe MASSACHUSETTS GENERAL NOTES 4.The General Contractor shall verity all dimensions at the Alta and shall notify the to.The Cmeral Contractor shell submit to the Architect for review and approval,shop drawing@ COMPLIANCE Architect of any discrepancies before proceeding with the Mork or purchasing materiels for all manufactured otmetural elements(is.:steel beams&columns.LVL beams,truss joloto. 1.The General donditioas state that the Contract Document•are complimentary. or equipment.Verily critical dimensions in the field before fabricating it which must wood roof trusses,steel joists,etc.)in accordance with 780 dO Section 116.2.2 entitled (WFCM) 2.Provide the oerriaes of a]faooachuselte Registered Gunveyor to layout structure on site fit adjoining construction. •Architect/ESnggineer,reoponoibilitieo during construction'. DRAWING TITLE: The eral and establish existing eleratione.Elevation of flniohed floor shall be established by B.AD details are typical unless otherwise noted and are not necessarily shown in the 17.two(2)day in shell notify the Architect/Engineer of required inspections at least ��� Architect with elevation information provided by Ourveyor. Donumento at all locationo where they occur. two(2)days in advance. SHEET 18.All wnrrmties,guarantees and service melntmmce agreements shell commence with 1.1 gCOPE S.The General Contractor to responsible for all the work. 6.The Architectural Documento govern the location of all Electrical and liechanical items the Issuance of the occupancy permit so that the Owner may receive full use of the item Wind Opeed(S-EEC.dUOT).............................................. 1�10 mph A.Build and Install Parts of the Work level.plumb,square and in correct position. installed as a part o1 the Work. - for the guarantee or warranty period 'Wind Exposure Category................................................ B B.Make joints tight and neat. H such to Impossible,apply moldings,sealant or other 7.Easting items which are not to be removed and are damaged or removed in the course 19.GENERAL WORK TO BE PE1iFOMM A$PART OF THE 6ENERAL dON191RUdTIGN: DRAWN BY. gf joint treatment as directed by Architect. of the Work shell be repaired and replaced In like new condition without cost A Beal cracks and openings to make the mRerior okin of the building tight to water and d.Under potentially damp conditions•provide galvanic insulatiore n between different -B.Existing surfaces disturbed during the course of the Work shall be reconstructed and air entry. CHECKED BY. metals which a not adjacent oa the galvanic scale. finished to match e q king,bra eningo and other supports to Install D.Apply protective finish to parts of the Work before concealing them. For example, adjoining sir ctural c Patched cress shell ti eaff et Id such a mnnnar B.Provide adequate work bloc conk,ng.bra.lest DATE: 6-2-fa paint door tope,bottom@,glaring stops.gloating rabbets,and hardware minute before as to provide ed or end structural continuity across lmo the entire affected surface. parts of the work securely. Blocking,bracing, r ea fastenings and other ouDPorte hanging doors,and paint corrodible moue late¢before B.All voids created or surfaces disturbed resulting from outtixng,removal or Installation of shell be of n type not subject to deterioration or weakening as the result of ling p Work in parts over them. elements no pert of the Work shall be filled and finished to match adjoining construction. environmental conditions or aging. REVISIONS: E.Where neceeaories are required in order to Install pens of the Work in usable form C.Perform cutting and patching for all trades. Patch holes where ducts,conduit,pipes and to make the Work perform properly,provide ouch accessories. If special tools 10.Except as provided in the Documents,no structural member or element shall be ant and other products pees through or are being removed from endsttng coaetructina. era required to maintain,adjust and repair products,provide them. without written approval of the Architect. The General Contractor shall coordinate all D.Provide chases,furred spaces,trenches,covers,pits,foundations and other F.Follow manufacturer's inotruetiono for assembling,Installing and adjusting products. cutting and shall advise the Architect of my potential conflicts with new or existing construction required In conjunction with the Work. If such construction to not Do not Install products in a meaner contrary to the manufacturer's instruction structure. . unless suthortaed in writing by the Architect. shown on the Drawings,coordinate with Architect for siren and placement. G.Adjust and operate all items of equipment,lea them full read for use. It.Demolition Re work fall only be carried out once all temporary only of and bracing to.se E.Provide and coordinate @cope@ doors and paxtemaintenance a no required for access to equipment pring y y place.Removal of all temporary supports shell be completed only attar new work is secure requiring not otment impaction,.ouch ante or other awl sp and as required for access PROJIiCf'No. H.The dlvlakoa of the Documents into Architectural.0trectural,Electrical,Yechenieal, and complete. � to spaces not otherwise accessible.Ruch m attics and crawl spaces. 1511 Plumbing and Civil componento to not intended m division of the Work by trade or F.Check Drawings and manufacture"'literature for requiremento for bases,pedo,and otherwise. 12.All materials,equipment and workmanship ohall conform to the requirements of 1.Provide utlllt installations from lot line to house including under round electrical, authorities he other supporting with r structures. Provide such patch a mainureo. Remove supporting structures SHEET No. y ding g vitas Jurisdiction of the Work. associated with removed equipment and patch re.a.:..n..e surfaces. water,telephone and dATV to comply with all local codes and requirements, 13.All materials and equipment shall comply with the Occupational Oafety and Health Act, d.As part of one year warranty specified in the General Conditions,repair cracks and J.Concrete shall have compressive strength of 3000 pol i 20 days for wells and Including all amendment•. other damage which occur as a result of settlement and shrinkage during the first year 4000 poi®20 deyo for also work,and reinforcing redo A woven wire fabric(WWF) after Oubstential Completion. par drawings. Wbere noted,provide hard steel trowel finish on slabs. 14.AD materials and equipment shall conform to the requirements of authorities having Dampproofing shall be factory manufactured oeml-maotie consistency from asphalts jurisdiction regrading not using or inetelBng asbestos or asbeotoo-containing materials. 20• AD work shell conform to the applicable seetlone of the NIM Edition of the and mineral fibers,and Installed on all wells and footings. Till 16.All paint used on all products and seaembllea shall conform to AN.II.I.Z68.1, Naaoschuoetts Otte Building Code (International Residential Code for One- A, Plena for Ceske shall be concrete tilled Bacotfarms. (3peckficetiom for Paints and Coatings Accessible to Children to rtinimire Dry Film Toxicity. Two-Family. Dwellings,melanins Amendente). DO NOT SCALE FROM DRAWINGS Te'-o• N A O n N R T Z X � N — N p© —{ ©©I p m -p x g o - r DN n o A o z � L Z CC7� � � m c N a d A O C rnm x D M I oN A Z 1 3 Z -_ . v I N o � N � o � r X I �nz Mm I dx_ 3Z z O A i ca P ARCRT ECT CONSULTANT ° ® Giampietro Architects ADDITIONS&RENOVATIONS TO: �A THE BEAUREGARD RESIDENCE Gifford Street Falmouth, 8 EAST AVENUE g�•• Falmouth, MA 02540 P-11 Tel:5o8-Sao-7aao OSTERVILLE,MA �'' � Fe�c 508-540-0220 SIGNATURE SIGNATURE m y go = y Pin, y y i t m m y o Ipn a ?=t; D^ �" 19'-B'(OVERALL EXISTING) IT-0(OVERALL NEW) 2 D9� �^,vOOF- 2D ~2 � _ � ~08i-aQ�zp a�o v�°41 m 4'- • 4'' ' �'•-7'=f0•-4i' q'_e• o g vg ��o�$�b $Q$ y a oo 0o 4t/.ffnn yy Ty OV'NZ`=' yyy119� QyV °111 a�o .—._...__ - 1111-� y ° y 8 FN FlI�iDN�� 1011 ���vA f f e m rn SO z a _ r _ 'o 0 0 g8 880 8' 8 >E>P88 Y�'j WY"•= �9'4 YY 'TI A aCn c o gog&�a ag mS 0 m = 3 a z 02 r li DN I'CT�'� lI IL zz 4 r_ r o N --�- i OT O Q 4 N z ®--- _ 8'8 � �8 � 8 8888 Y4_Y 44R•4 ^'N W!O O g g888888 888 og X � � 8 a `7 0 ^ D o In r R z D i 4 "t 4 pp o in 9 m 3 m m � r 6 6�66 n b - I o X � h gm z y� (� r g g o 9 e z Z o_ I i D rn m o o ° Z Cl II a z o r.- = 9 F _ rasac raw A1n1 q fZl 2e'-0'(OVERALL NEW) r D R Z 1 25'-0'(OVERALL NM) }n��j �J�ej rn s o 7ni Z. x 5 u rauio , Ck g l^ e z ue q @ I N _ a..e z KY tt 1 _ . I X�{ wa�In o I N-------- i i y o E 70 to ------------------- A- rauw I I TYItAIIa + i I = XC P 1p V i S NN �g R5m 7� -_� u P i 7X F 0''e' e'-4' 14'-Y 7'-10' 2'-e' NN O�° O A c CI is 4e'-0'(OVERALL NEW) u O m zmF a m. D; 1 0 3 Fo ARCHITECT CONSULTANT Giam ietro Architects ADDITIONS&RENOVATIONS TO: 9 K P 4 Gifford Street THE BEAUREGARD RESIDENCE N Falmouth, MA 02540 8 EAST AVENUE jjl T&508-540-7400 OSTERVILLE, MA Li I=509-540-0220 SIGNATURE SIGNATURE t° B'-e'(OVERALL EXISTING) I7'-4'(OVERALL NEW PORCN) � v E Sy li p I �pY I a o I 4'- m 1 C I' A Q O C e r $ s (1X -4x Il.��♦ A7C0 N �. O O O z �z s �s A < is - I rn < � I p I m '• Q r I Z � 2 I $�I Q I _ I � a i u I I I a'-o I a'-o• I e'-w � T I I I P-7' gyp I • 1; �l d a I I I m 4e.!o. � r-----J I I ------- -- ___________________tI I x°'a L__r -� I I o L °_ I g • —� zl i Q D� pl iia I Z j Ic gO°�L--vyS_J 3 '' �� I • I b IICr �� I a I A I I. to ``33 m I . .I I ... .. �� L _______________________ I '-6• 8-q. ♦ O 4e'-O•(OVERALL NEW) D � gD gm P � g 4-O. �YIIN BELOQRAVE k ,- OP • e L=- i• a ��___��a_ --- --- i F O g a Dp O p 3 kq k r. mom z b (� g D s m o D F . a Pm 0 8rn ° • p ° Cg O a — _ • A z R " Z p A z r ARCHMCI' CONSULTANT Giampietro Architects ADDITIONS&RENOVATIONS TO: 69 Gifford Street W � THE BEAUREGARD RESIDENCE F� al 8 EAST AVENUE Falmouth, MA 02540 to ro TeL 508-540-7400 OSTERVILLE,MA la IL I I N,IL m Fax508-540-0220 SIGNATURE SIGNATVRE °o £w 5 Ir-v �€yr 7N DPLY.BEAM 24 LL RA 4•Ib' 2.C. I I V11 / 3F99� I ° g Ill 3 4 i ���n -•O � / �i xxe LEDGER ^ 4 b z 4 4 O1 N ii _ _ , •Ib' D M e �. mn mQ / O is = a m F _3 5 D Ln; JA 3 c li I i >< i\� •� _I_I_ I ' I >< I o I iTN pill, 3• <- I m I i i o o m I �- i �!n ,iz a ruu I l B p iy i o E OI m A I P rAu Im a o I A R 9y I • I r 41 _ I � � I -I •d � I � I A I � I - < B G I _______ J L'g 3 A Li Li gm �3 3 gD o=_ gm os �= 8 9 S 25'_0' e � I-D /Z/� L i ^ _ §pg � yy a X o II Lp x; _� I L� g 3 3 3 3A ° L to €i Z a 8 D z6 i Q° o z iA I ^ � • i •- e ___ _ ___________---.___ z _.._._ i is q U411-A' b 3 3° P Y�fl I9 L .LQ ,----- r " 70 i_ ¢ m no _ _10O.O �mI (Em.LyI� /.1 i it '�IIqqq <Z N c!i C iN of •` �C -- ---- € m_m i • L� DD D O t 3:7Lp -04 �rypO 3 I t f i D A P 4 � g L3 g m L3 � z1_e' pp n1_e• z�_B. 19 A ARCIUMCf CONSULTANT D Giampietro Architects ADDITIONS&RENOVATIONS TO: THE BEAUREGARD RESIDENCE $ � .. a Falmouth, 8 EAST AVENUE TeL Gifford Street Falmouth, MA 02540 OSTERVILLE�MA U ro � " Fax 508-540-0220 'a SIGNATURE SIGNATURE i - r! ASSESSORS REF.: yo+` Map 139, Parcels 075 OctW,d, Lawn R OVERLAY DISTRICT: o fy /off mot to�^9N , l AP — Aquifer Protection District .00 S 80*523 r Parc&IA FBA Proposed S 5 .t` ', / � // 2�C0 �-_y�i,t Ff.itb�.�,.:a;y.:.;e�efS_•V i y-.1'♦.F,".:.;_..3_rti!.:_yryi?�?j:%..^ti''fF.iti:xr'7f�".iai.•`.". ,"vr '.�iy".i . ryFn 4.,` . Location Map: :::=::: .: Q .: ZONE: N o a G New Septic .:. ............ RF-1 RPOD . Area Breakdown: (min.)1e as ern(app ilt o::::•:;;` ry o / 3/ Area min. 87,120 SF .......:... z � as per asbuik � ,q , °i cared o,' / a , Frontage (min) 20' 3 8 F Total Lot Area 9.974ISF Width (min) 125' i Existing Structures Setbacks: 1,117tSF impervious = 11.2% Coverage Fron t 30' i 4.2 ' ` / Side 15 #8 / Rear 15' t All ' �e Proposed Total Area 2sty w1f SA\m ,/ ° 1,959fSF Impervious = 19.69 Coverage Dwelling / ' FLOOD ZONE: Zone X & X(0.2% Chance) FIRM Mop j ' 25001CO776J o=1sr / Effective: July 16. 2014 ---"-" 10.0' i / 75.00 Fn�H / r!(br $80 5230 , v , CB tµ11A OF r4s� Fnd � ��` j �� c�•*,r NOTE: ' RICHARD R. i.) The property line information shown was UHEUREUX compiled from available record information. Ave - a 1 NO. 34312 ' second {e Way) TBM EI-16.8' NAVD'88 per" �0 2.) The topographic information was obtained �--��a FaSJQ' from an on the ground survey performed on top. Wide Pr��° [,top of CB/DH / ,� h0 or between 8/MAY112 and 06/JAN/16. i 3.) The- datum used is NAVD '88, a fixed mean 141' Sotlnon sea level datum. d Lycionn Bo yd 05 10 15 20 30 40 FEET Sheet # rtie:P�an Of Proposed Addition � CapeSu' � repave or: Notes Revisions: Scale: 1:—2i7' Todd�Anne See Above At 8 East AveDate: 23 West Bay Rd, Suite06 5 Beaure and 061JAN116 M 10fi Bamstable MassO994(508ville MA 02655 9(Osterville) (508)420-3894(508)420-3995 fax w9' copesurv6tapecod.net C515_8g 1 i DESIGN DATA ZONE: Single Family RF-1 5 -4 Bedroom Q 1!0 GPD , No Grinder Area (min 43,560 SF ge FrontaQa (min) 20' z•;' „ s �,, tl"'`Total Daily Flow-440 GPD Width (m1n) 125 �. Use a 1500 Gat Septic Tank Setbac s: LEACHING AREA Front 30' Side 15' :► 440 GPD/0.74(LTAR)0 595 SF Required Rear 15, L Sidewell a 2(12'-IV+33'-6-)2'-185 SF , >w Bottom Area-(IT-10"x 33'-e)-430 SF Total Provided-615 SF FLOOD ZONE: A, A ";k LEACHING CHAMBER DESIGN Zone C All Pipes to be schedule 40. Use Community Panel No. 3-500 Gal.Leaching Chambers in a f250001 0016 D IT-10"x 33'-6"Washed Stone Field as Shown. July 2, 1992 `•► ,'� , e > z, RESERVE AREA ' 440 GPD/0.74(LTAR)>a 595 SF Required OVERLAY DISTRICT: Sidewail-2(10'+41'-6")2'-206SF f / Bottom Area-(10'x41'-6")=4t5SF AP - Aquifer Protection District 0/ Total Provided=621 SF LOCATION MAP B face �// " r. M �// / Lawn Aloy k�N� PERC TEST. 13,637 1"=2,OOOf' oin LiA ! v �,( PERFORMED BY:JOHN O'DBA,P8-SULUVAN ENGINEERING SOIL/ �7�.60 /�% RRapp �` - / // / `. /' WITNESSED BY:DONALD ESSM RS.-TOWNOFBARNSTABLE o% / / // /�� / .-t T�rq/�SAD `� . .. / // �' MAY 11,2012 ASSESSORS REF.: C) '� /� / / /14oy M I NG -� S / 13 Parcels 075 � r / / �•, � / / Mop 9> arce s TEST HOLE-1 TEST HOLE-2 .. � Pc�t��,�,j / 8....- -- "�. .>- •'1 ,. � �/ EL.1S.5 EL.16s ' H / � ce/fb / / QAW ' i ai :: ::.:.: :.:.:;:: SEPTIC NOTES Fnd / o „: :};:r•'.,r....::•':• :::::::::::::. :. . .. 2 ..........................1 3 :::: :::::::: 1 !.Location of Utilities Shown on This Plan Are A x At Least 72 Hours �- / 1►Pro U / / .......... / / :'•Rt i�Y....... :......:: .. LASYEK•I�YR 311. ..: :. :: RAl(L4HSR(1VKI ......::.. Prior to Any lixtxvation For This Project the Contractor Shall Make 36. // �.o 5.0 :.TOA�fL 37tNO::::trri:i t}1 .0 the Required Notification to Dig Safe(1-888-344-7233). ........... ......... Q��� NI - / / �� �CB N :'J3I AYER4t1YR 3/1:............: :::::8 LAYER taYICA/6'::::.,...... 2.The Contractor is Required to Secure Appropriate Permits From Town 27.5 / Fin ::Y6ltY DriRIG(fltE►11:::::::::: ::DA.....�FlA..t1SH•BS...... :•::•: Agencies For Construction Defined by This Plan ......... .... ................. .... .. .. O N, <t/ / / 10" .....::LQdMY:3A11D.::::......'..14 - Lines :.Cl LAYER IOYR54 YELLOWISH BROWN Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to r3.7 IT=SAND Assure Watertightness. In General,Water Lines Shall be Constructed in Cl LAYER IOYR 5/a PERC TEST I5.0 and Shall be in Accordance „�� / YELLOWISH BROWN COULD NOT MAWAIN 25 GAL With 248 CMR 00-T 00 Bt 3 0 CMR 15.00. O 9 / / (� / " / 84" FINE SAND 8.5 84" PERC RATE<2 MIN1IN TAR-0.74 9.5 ""'~•-.- 4.A Minimum of 9e of Cover is Replied for All Components. D o a ,, /l / c2 LAYER 7n Cz LAYER IOYR AY742 5.All Structures Buried Three Feet or More or Subject Z a � 10. ' TH_ O / 3� 120" MED.SAND SS Iz0" MED.SAND 6.5 W to vehicular Traffic to be H-20 Loading.It is the Engineer's v 4/iy PRO st / �' / ate / / 1 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUPr1ERED Recommendation that H-20 Always be Used. IfNot H 20,Future ! Construction Will Need To Be Cordoned From This Area tVb` 6.Install Watertight Risers and Covers to Within 6"of Finished Grade u r^ La h 2 TA EX PITS REMOVED ` ' �� / / y�� TEST HOLE-3 EL.14.2 TEST HOLE-4 EL.13.a over septic Tank Inlet and Outlet,D Box,and One Leaching Chamber. .� TO BE Oi ry °t eney / 2 e/ 7.Septic System to be Installed in Accordance With 310 CMR 15.00 dt C "% 4.2' \ / 3 Q)` �' r................r :: :........ ::�;p :::::::::{i::::{: 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable O O gig ` / �/Q� 2"' 14.0 2"':::::::. ::::::::::. .:: :. :::. . ::. ::.13.6 Board ofHealth Regulations. 33 0 fi3 3 t/ �� :'.a GAYFIC...: ::::.:.:. :•hTaIISR•;:•: :•:::::•:•::. 8.All Piping to be Sch.40 PVC. // 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum V f 6„ ::TOA>VIYS>YN11':ar:::::{: 13.7 :13.3 Crr D j `q � �p � f .•..E.L•A'Y8[t•taYtr3/i::::::::::. •;.H•L'nY•ER'tOgR3/t.,•:.:•:.::.�. Snmpof6". .......... .......... .......................... . ............ . 1 e ion Distance Between the 'c Tank Inlets and VERY DAR1C.CiltAY:::::.::: YBRIG'DAR1..... CT /1 ...................... . .................... PR .ib' ` � _ s"•:::::.•.•::.•.•.•.•.LtiAl�Ysitt�ui:i •i:i:::ti•i.T3s 8•::::::::::::: . ...........1 .i Outlets Shall be No Less than the Liquid Ikpth.lnlet Tees Shall Extend -BOX t_ - - / a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" e I ............8'EAtYER.10XR.3.t4:::::::::: ............8'LAYPlt•!0'19t.314:::::::::: �A131C Y EL#6✓1§lI$It(3Rf1( :::: ::17ABICYBLfi07VISH BRO�ltii :: ..... ..... /• � % � .... .... Below the Flow Line,and Shall be Equiped With a Gas Baffle. .............. . . .................. _ ::. .WA1►ijC :: r: rr 13.4 0•::r}rr:r::r.rt iAintl: t .0 T 10' / 70 / Cl LAYER IOYR5/8 CI LAYER IOYRSB GladeFinish YELLOWISH BROWN YELLOWISH BROWN 1 10' t IN. 7H-2 \ H / / FINE sArro 6 FINE SAND 9: , 0 00• \ / C2 LAYER lOYR 7n Fill Filter PERC TEST 10. cor Fobrk ' � Mi 75• "W \ // / LIGHT GRAY '�''"� Tim(r.&' I t MIN And/Or 2'30 \ �� / 120" NW.SAND 42 I PERC RATE<5M1NVIN(LTAR=0,7 63 1/8-- 1/2' t7 80 / NO GROUNDWATER ENCO C2 LAYER IOYR 7n Pea Stone LIGHT GRAY 3/4'- 1 112' CB / 120" MED,SAND 3.8 Find ' /\ NO GROUNDWATERENCOUNiERED CHAMBiW Storable abahed TBM El. 17.7 / ` � Ave i �,y�.' SITE PASSED r_lot- I O- \\ r SeC O n(,� / CROSS SECTION OF CHAMBER NOT TO SCALE Le end: (40' Wide Private way) N/f Sullivan Luclonn EOyd See Note 6(tjp.) F.C.EL 14.00 F.C.EL 14.50 FA EL 15.0 Deciduous Flow Equshers EL 12. As Rmwhvd Installer To conikm Prior EL 15W Gollan 5 Trap 1 .GO Coniferous To Any Work (eeeet1c 'rank Note 5) Muet Connect croy Water Line � Lauchrng QS Sewer Manhole ooe a lnataaea an / tarnear poc ose ® Water Manhole = M t �porrt. .s...... z xi Guy OF assPPer ntte 5 v# t# 'd l�N Mq a•Buffers .' • n it ® Water Gate (round) .:.......�?h��' :�:::•:•:�:: m er Test Pit �� J0H DEVELOPED PROFILE OF SYSTEM FL des er O CB/DH o. vi 8 NOT TO SCALE Perc Corrected 548 o si tEast Avenue -O- Utility Pole oHw Overhead Wires 98/0NAI E�G��� - -18 - Elevation Contour TITLE: Site Plan PREPARED BY. PREPARED FOR: NOTES: Proposed improvements Sullivan Engineering, Inc. CapeSur'v 1.) The property line information shown was Todd Bepureg'C7rd compiled from available record information. m A/I PO Box 659 7 Parker Road t Osterville, MA 02655 Osterville MA 0265.5 2.) The topographic information was obtained ~ V Eat Avenue (508)428-3344 (508)428-9617 fox (508) 420-3994 (508) 420-3995 tax from an on the ground survey performed on copesurvtcopecod.net or between 8/MAY112 and 16/MAY/12. Bamstable, (Osterville) MaSSre 3.) The datum used is NGVD '29. Draft: JOD Field: 20 0 10 20 40 80 DA rE: June 5, 2012 SCALE: 1 re - 20' Review: PS Comp.: Project: 32012 Project: C515