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HomeMy WebLinkAbout0473 EEL RIVER ROAD - Health ��473"Eel��River�i ba f -,,.. 4�.... ':w-,r..., p... a,�,4-. +y y..4,�+ :,, z`9 [,.l i., �' 4.. a:+y,••:e F � t. 'a t "� - e # •.Ji; ..:. ;[.�}} 1^,..1.11p ,-»• ;.�'l, ,,{. ;r....(p +.=r..# yx,{'.x., xµ .y..�.. A y-s ,g..yr t _"1__� .i.. `p s ' � .`23 a�".t�s i. �.� .k �.h a�,, ustorV11101{,`, n 6 .:- d,r{ ,- �,n5 it � ��y ".5 � •..� �tV r�f�N�7r4 � y,: a . c T . a. 9 � 1 n a �h 3 „ - n 1 t F' TOWN OF BARNSTABLE , AUNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS ASSESSORS MAP NO. I PARCEL NO. ADDRESS,' F e& 0 R VILLAGE.- :6 CONTACT.PERSON 0rt2h.41, PHONE NUMBER C017iSP Cj oT LOCATION OF TANKS; CAPACITY: TYPE OF- FUEL AGE: TYPE: LEAK _ _ -OR , :LZill AL,4 _ -( _ DEmr,vTTn2�.: ' C SYSTEM, DATE' OF PURCHASE OF EACH: 1. moo 2. 3. 4. 5. DATE: OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. 51 Fessenden Street Newton, MA 02160 April 10, 1989 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Attn: Ms. Donna Miorandi RE: 473 Eel •River.Road, Osterville Dear Ms. Miorandi, we are hereby returning certificate of' registration for parcel # 114019 dated 4-3-89 . The previous 275 gallon above ground storage tank has since been removed with the conversion to gas. If you have any questions please contact me at (617) 926-0092 . Very truly yours, A-41 a cai?/JZI.OaGL,. Rita A. Cannistraro i • • a . r • •N ; COMPLETE THIS SECTION ON ® Complete items 1,2,and 3.Also complete A. S n lure Item 4 if Restricted Delivery is desired. t ® Print your name and„address,on.the reverse X A,dresses so that we can return the bard to you. B./Recei ed ,(Printed Name) C. D o elivery ® Attach this card to the back of the mailpiece, - I or on the front if space permits. I D.� eiivery address different from item 1 ❑Yes 1. Article Addressed to: If YES,e e e ,•s's below: ❑No 5\ 't e a a e-q A4-ft 4 'rr �� C ✓'9�® `fig` 3. Service Q el Certiff I Ex Mai ❑Registe o m R Ipt for Merchandise ❑Insured Mail 4. Restricted Dal iver_0D tca Feel--I O Yes 2. Article Number; f +;_' I : p 5 'S?8 2{O ..7 5 8 8;', ;a x.I ((Transfer from service labeo f}i 07 0'0 7Y I PS Form 3811,February 2004 Domestic Return Receipt 102585-02-M-1540 fi i UNITED STATES POSTA&ftVMr,,1 :`%:sit f"�. "'� l 'i 'it es Paid P. "17 .Arts 3 FS:i'.s 'c;;,�v..,u: v:•x:.�,. I .toe'. ! Sender: Please print your name, address, and ZIP+4 in this box • ------------ Town of Barnstable Health Division za F �•g 200 Main Street Hyannis,MA 02601 �oF zHe toy Town of Barnstable Barnstable +;y; Regulatory Services Departmentcac fty * BARNSTABLE, • j t 9 MASS. 0 039. ,� Public Health Division O°Al-b"1A�a, 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO January 2, 2008 John & Rita Cannistraro 51 Fessenden Street Newtonville, MA 02160 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 473 Eel River Road, Osterville MA was inspected on October 29, 2007 by Robert Paolini, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system FAILED under the guidelines of 1995 TITLE V (310 CMR 15.00)due to the following: Any portion of the SAS, cesspool or privy is below high groundwater elevation. You are ordered to repair or replace the septic system within Sixty (60)'days from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in fiiture enforcement action. PER ORDER OF T E BOARD OF HEALTH c omas MKean, R.S., CHO ` 7007 0710 0005 5820 7588 Agent of the Board of Health Q:\SEPTIC\Letters Septic Inspection Failures\473 Eel River Road.doc Town of Barnstable # yQf,t+e P * Department of Regulatory Services _ 9A i Plblie Health Division Dare MABa . 200 Main Street,Hyannis MA 02601 Date Scheduled Inc Fee Pd. Soil Suitability[Assessil?zent for S age iv osal 1w �a B r w it,esay: :� ✓�� Performed By SLAWheer, _ LOCAT Ol`��& GENE, INFORMATION Location Address -7") �E L Ali �c,d4,(7 Owner'sNmne i CAA:ly is 12I��C� Q �1i LL.C Address S_1 �CSS L=NQG . Lod- Cl-t. L. t Ll.-c:aVl Assessor's Map/Parcel:' 1'� O�� Engineer's Name. 'S.�;�`�v,at of '50C nG- ii . . NEW CONSTRUCTION REPAIR I i Telephone Land.Use �P�S `/\��.�' Slopes(%) 5_3 D Ia: . -Surface Stones IVOhP 1 11 Distances from: Open Water Body Z Possible Wet Area _tl Drinking Water Weli Lt • t-t- - n Drainage Way !R Property Line Other Al. t SK1�TCI:(Street name,dimensions of lot; ? T act locations of test holes&perc teats,locift wetlands in proximity to holes) 1 � _ yl` / I - \ ! I lot I I V \ l •9 •-___It" — /. e / I♦♦ 1 1 I .. , I±.. u t ill, ♦ ti, ,� // t I�� ; 1 I ,, �,� .. I II t\i lI'll'\1 _9` �` 1\ `'\ \\. •,//. / II f i � `,♦ lilt Parent material(geologic) 02 WS�_ Depth to Bedrock Depth to Groundwater: Standing Water in Hole: g 3 Weeping from Pit Face ANC Estimated Seasonal High Groundwater LEI I o S I .�} mov�r�-.�rc� nv•�-�5 :��t\mr.�� tyc\� Ah� Zcx�`� � I, Dt TE RMINATION FOR SEASONAL HIGH WATER TABLE C. Method Used: �1a�� in. t t Depth Observed standing in obs.hole. in. Depth to soil mottles: t . Dcpth to weeping from side of obs.hole: in. Groundwater Adjustment n• Index Well I Reading Date: Index Well loci Adj.`factor Adj.Groundwater Level_ PERCOLATION TEST Date .l I o Time to Observation Z 'I Hole N Time at 9" T_ f 51'1 DepUn of Perc (To?) Time at 6" Time(9"-6") t Start Pre-soak Time© _5 f End Pre-sonk Rate Min./Inch Zwv.1 1 Site Suitabilily.Asscssmcnt: Site Passed Site Failed: Additional Testing Needed(YM) Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation testis to be conducted'within 1009 of wetland,you must first notify the Barnstable Conservatiou Division at least one(1)weep;prior to beginning. Q:I IEALTtI/W P/PERCFORM I?LEP OBSERVATION MOLE LOG �Iulc i'r<-i Depth Crum Soil llorizon Soil Texturo Soil Color Soil Uthcr Surlhc�(ht.) (USDA) (Munsoll) ' Mottling (5trucUuo,Sluncs,llu.ulJcis. Uonctatgnoy.°/a Urnycll..._,,,e,,,,. ,r I A-0A �oyt23/z `, 5 (o-f R y/(e DEEP OBSERVATION BOLE LOG Ilole/I Depth from Soil Horizon .Soil Texture Soil Color Soil. Other Surface(in.) i(USDA) (Munsell) Mottling (Structure,Stones,Boulders. QgnsistencY %Gravcl) _. S j : DEEP OBSERV, TION MOLE LOG Hole# Depth from Soil Horizon Sod Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Gonsisicncv.%Gi:avcl) j a DEEP OBSEItVA'TION HOLE LOG Hole# Depth from Soil Horizon Soil Texture . Soil Color Soil Other Boulders. . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones, Co nsistcuc °o Grave Flood Insurance Rate MaB: Above 500 year flood boundary No Yes Witlrin 500 year boundary No Ycs '-� Within 160 year flood boundary No_ Yes '�f Depth of Naturally Occurrioe Pen•viou-s Material Does at least four feet ofmaturally occurring pervious material exist hi all areas observed throughout the . area proposed for the soil absorption systom2. 1[C�— 3 i If not,what is We depth ofnaturally occurring pervious material? Certification I certify that on I JfIO.(date)I have passed the soil evaluator examination approved by the Department of Envirotnuental Protection and that the above analysis'was performed by me consistent with isc and experienco described iu'310 CMR 1.5.017. the required training,ex Signature Date IZ Q:1 ICA.LTI MPMERCI:ORM I a s � ? �„ Town . of Barnstable Barnstable Ag Am�ica6itY °"RMAM ti�-"OLE, ' Board of Health 039. > m 200 Main Street, Hyannis MA 02601 zoos Office: 608-862.4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi January 4, 2008 Mr. Peter Sullivan, P.E. Sullivan Engineering 7 Parker Road Osterville, MA. 026.55 RE 473'Eel River:Road, Qsterville :;A=114-010 Dear Mr. Sullivan, You are granted variances, on behalf of your client, Rita Cannistraro, to construct an onsite sewage disposal system at 473 Eel'River Road, Osterville. The'variances granted are as follows: 310 CMR 15.211 The soil absorption system will be Located ten (10) feet away from a coastal bank, in lieu of the fifty (50) feet minimum setback required by the State Environmental Code. 310 CMR 15.211 .The septic tank will be located four (4) feet away from a coastal bank, in lieu of the fifty (50) feet minimum setback required by the State Environmental Code. Section 360-1, Town of Barnstable Code: The soil absorption system will be located ten (10) feet away from a coastal bank, in lieu of the one-hundred (100) feet minimum setback required by the Town of Barnstable Code. Section 360-1, Town of. Barnstable Code: The septic tank will be located four (4) feet away from a coastal bank, in'lieu of the one-hundred (100), feet minimum setback required by the Town of. Barnstable Code. The variances are granted with the following conditions: Q:\WPFILES\SLillivanCaiinistraro2OO8:doc (1) No more than five (5) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according, to the MA Department of Environmental Protection. (2) The applicant shall record'a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to five (5) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the. engineered plans dated November 30, 2007. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated November 30, 2007. These variances are granted because physical constraints.at the site severely restrict the location of a soil absorption system due to the fact that there is.a coastal bank at this property. The proposed new soil absorption system appears to be designed to meet.the maximum feasible compliance .standards contained within the State Environmental Code, Title,V. Sincerely yours Wayne ,' iller, M.D. Chairm �n Q:\WPPILES\SullivanCannistraro2008.doc o* DATE: 2 � PER: � RARNUrwets, MASIL Town of Barns table. 72( SCHED. DATE:'- Board of Health ,-Docr7 367 Main Street, Hyannis MA OZ601 Office: 508-862-4644 Susan G.Rask,R.S.FAX 508-�90-6304 . Sumner Kaufman,M.S P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION `-� 1j � � Property Address: C-L `� Assessor's Map and Parcel Number: �YY L `t p� Size of Lot: ' $5 ACC Wetlands Within 300 Ft. Yes Business Name: ZA No Subdivision Name: nl s4 APPLICANT'S NAME: ETA- STi2A,Q-0 Phone -QZS -33�� Did the owner of the property authorize you to represent him or her? Yes X No G1t�LEsVIER PROPERTY OWNER'S NAME CONTACT PERSON ..Name: K " /�/� CAtu Name: G7 Tv,2 b. L.Lt -4Prr�4 Address: s �. SSA �'DE� } Address: ..SU�1_�yitk��9 - Gt i�q L Phone: I y t'�1�01�t`t.L G ; b2`( j Phone: Q\CAL QC>- �5 ��/k C-L'L,. q., 112 - VARIANCE FROM REGULATION(Lest Res.) REASON FOR VARIANCE(May attach'if more space needed) 4;ra4�AvkA e(uz a: NATURE OF WORK: House Addition House Renovation/Repair of Failed Septic,System Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed,variance request form € Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent himAcr for this request Applicant understands that the abutters must be notified by certified mail at least'ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same ownerileasec only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.;Chairman NOT APPROVED Sumner Kaufman,M.S.P.H, REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/wP/VARIREQ .,.ATTACHMENT-1 w.;. _ z Rita Cannistraro December 06;2007 473 Eel River Road r . Osterville MA Variances Requested Variance to: Code of the Town of Barnstable Chapter 360 On-Site Sewage Disposal Systems e Article I Section 360-1. Location to water bodies Required: 100 feet for all components to a coastal bank ` Requested: 10 feet from the closest coastal bank to system and ` 4 feet from the septic tank '{ Variance to:Title 5 310CMR15.211(1) Minimum Setbacks A Required: 25 feet to the septic tank and 50'feet to the soil absorption system -Requested: 10 feet from the closest coastal bank to system and .4 feet from the septic tank ` Reason for Granting Variances This is a non seaward facing coastal bank which only contains the 100 year flood - The surrounding coastal banks are stable and in a presently developed area The system is designed inaccordance with all applicable regulations and as such f There will be no reduction in the systems ability to maximize protection ` of the public health, safety,welfare and the environment. Sullivan Engineering Inc. .W Osterville MA Sheet 1 of-1 - I AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '114019' Direct abutters(no set distance)and the properties located across the street. Total Count: 4 Close Map & Parcel Ownerl Ovvner2 Addressl Address 2 Mailing CityStateZip 114018 CANZANO, GAIL A 483 EEL RIVERS`RD OSTERVILLE, MA 02655 CANNISTRARO,' %CANNISTRARO, NEWTONVILLE, 114019 51 FESSENDEN ST RITA A •JOHN C&RITA'A TRS MA 02160 114020 MCCOY, RICHARD P 2 COMMONWEALTH BOSTON, MA TR AVE 02116 ANDERSON, SUSAN COS COB, CT: 114037 M. 100 CAT ROCK RD 06807 This list by itself does NOT constitute a certified list of abutters and is,provided only as an aid to the determination of abutters:If a certified list of abutters is required,contact the Assessing Division to have this list certified..The owner and address data on this list is from.the;Town of Barnstable Assessor's database as of 12/6/2007 t hq//www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx Itype=BOH 12/6/2007 Town of Barnstable Geographic.Information System December 6,2007 114028 114027 114040 , 114022 #22 #38 — 663 ` #395 114025 . 11.4055 i w x' 3', #9' #423 114041 15, #61 , r. bsflv%P t 114042 sY. r•M"'114021 - 114084 4685 S 114020 '.. • • " �' 1 F �448 .. .. (3 � it'40t33 0488 ti: 114019 `, 114067 :114017 •#5 01 114049 #571 s . l 114052001 114051 #577 0 #593 4569, 1 DDD2 5 7 Feet 11406202:114062002 # 114053002 # 1 #591 , DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:114 Parcel:019 Board of Health . boundary determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel 1—100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located ere only graphic representations of Assessor's tax parcels. They are not true property across the street, � 'Abutters boundaries and do not represent accurate relationships < a'x 8 to physical features on the map such as building locations. Buffer f DEC-06-2007 12':15 CRMVISTRRHO RCCT'G 617 926 5614 F'.112!b2 ALTHO2IZATION TO ACT ON BEHALF OF 1IEOWNER/ AFPLICAIVT BEFORE THE BARNS'TABLE BOARD OF HEA LTH Date: /. - 06. 07 I, Rita A. Cannistraro, authorize Sullivan Engineering, Inc. to act on my behalf as the applicant/owner,representing mean the submittal,of the attached development plans to the Board of Health, Slgnatute , TOTAL P.02 r .. MST PATIO �'L. .. iCLafle: EXIST_- - - J C L---- FAMILYSUN @00 EXIST: 1'1 Sl24L1 EXIST_ ; BUTLER orm KIE TCA4 QS�L EXIST_ EXIST_ w - FOYER EXIST- BEDROOM -- ®Aup Tl-1 © © ---- --------------, EXISTING FIRST FLOOR PLAN SCAM MV. N-o, EX15T_ DRIVEWAY - -----------J EXIST. " ------------- 2-CAR GARAfaE 1 L. F. Giampietro , A I A ARCHITECT I I 220 MAIN STREET e; TEL:'508 540.7400 - -------------J - FALMOUTH. MASSACHUSETTS-_02540 FAX: 508 540 0220. + - - EXISTING CONDITIONS OF: s E: 1 THE CANNISTRARO'RESIDENCE i6"L-0„ 473 EEL RIVER ROAD I OSTFRVII.I.F.,MASSACHUSSFTS AS-BUILTS DECEMBER 6,2007 / EXIST• ���� BATH EXIST• - EXIST . BED .. - RO�M BEDROOM EXIST• BALL HALL EXIST: EXIST• BAT} " BEDROOM a o� 1. EXIST- . BATd EXISTING SECOND FLOOR PLAN EX I r2T • BEDROOM L. F. Giamp1etro ,' A I. A. ARCHITECT 220 MA-IN STREET - TEL: 508 540 7400 _L� FALMOUTH. MASSACHU.SETTS 02540 FAX: 508 540 0220 r EXISTING CONDITIONS OF: SCALE: THE CANNISTRARO RESIDENCE I 473 EEL RIVER ROAD OSTF.RVILLE,MASSACHUSSF.TS AS-GUILTS DECEMBER 6,2007 EXtSI, _ EXIST• PAno WALKWAY ----- EXIST• nININ I . STORAGE I I , © ® EmSL KITCHEd - LAYOUT 1 mul --- -------------EM i i i DRIVEWAY --- --� EXIS . -------------iGA 2-CARAG E i i i 'PRO. FIRST FLOOR PLAN - SCHEME 2 .`?:. '17.'2007 . 11:52 5084283115 SULLIVAN ENG INC PAGE Eli Sullivan Engineeringinc. 7 Parker RaW Box 659 Ostetvil a MIA 02655 . phone '50&428-3344 ABUTTER NOTIFICATION LETTER F?,E:. ward of Hea thh Public Hearing To Whom It May Concern: ikss a direct abutter of a proposed project, please be advised that a Variar..c a Request has been filed with the Town of Barnstable Board of Health. The specificprqsecl in'for oration is as follows: tl3plicmnt : Rita A Cannistram Project Location: 473 Eel River Road, Osterville .is ssor's Map and Parcel: Map 114 Parcel 019 Project Description: The applicant proposes to u ,<,1!abs- c� septic system which anll require vatic o set back requirements from a coastal b iinlc Applicant's Agent: Sullivan Engineering Inc. J 7 Parker Road, P O Box 659 Osterville, MA 02655 "Public gearing: Location: Barnstable Town H4,11 367 Main St., Hyanni„D grad Floor Selectman's Conference Room Date: member 16, 2007 Tirrrae: 3:00 PM Plans and lktre application describing the proposed 6ctivity are on file et,&io Board of Heath office, 200 Main Street, Hyannis and at Sullivan Engineering's o C6: F.'lease cmil if you have any questions regarding this application. Please call the Board of Health on the day of the Public Hearing to con'inn the location and time for the hearing.. Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is Osterville Ma. 02655 10/29/2007' required for every page. City/Town State Zip Code:.' Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered.in any way. Important: A. General Information t � When filling out vllIio forms on the computer,use only the tab key 1. Inspector: to move your Robert Paolini DVA I cursor-do not Name of Inspector use the return ``_ key. Capewide Enterprises,LLC -p Company Name ICn ren P.O.Box 763; ? --, __J Company Address Centerville Ma. 02632 City/Town State kip Code€,:, i== (508)428-4028 S14454 Telephone Number License Number B. Certification 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(310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 10/29/2007 Inspector ignature . Date The system inspector shall submit 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. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. l 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) 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: Overflow Cesspool is in abutting property.Indication of ground water intrusion. 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. ❑ 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 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° 473 Eeel River Rd. M Property Address John + Rita Cannistraro Owner 'Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ 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 1 ND Explain: 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. 473 eel river rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 15 t Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments cw 473 Eeel River Rd. Property Address John +.Rita Cannistraro Owner Owner's Name information is Osterville Ma. 02655 10/29/2007 required for every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ 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 indicates absent 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: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No" to each of the following for all inspections: Yes No El ® 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 1/2 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. El ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ° 473 Eeel River Rd. M Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No \ ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply i ❑ ® 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 fecal coliform bacteria indicates absent 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 and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ 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 Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section D. 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 ❑ El Area system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA)or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" 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. / 473 eel river rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville -Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection C. Checklist 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 ❑ Z Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ElHave large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® 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: ❑ ® 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 CMR 15.302(5)] 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 473 Eeel River Rd. M Property Address ..John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 5 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes Z No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ® Yes ❑ No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d 2006:100,000 g ( y g (gpd)): 2006:100,000 Sump pump? ❑ Yes ® No Last date of.occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment:, Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): 473 eel river rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 473 Eeel River Rd. Property Address \ John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No 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: unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 18"feet Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: 10+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): r Joints appear tight.No evidence of Ieakage.System vented through the house vents. Septic Tank (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- 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? 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments c �M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 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 (locate on site plan): Depth below grade: feet 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: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,.evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 i Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ,M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity- gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(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(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 473 eel river rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (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: 1 ❑ 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.): Sandy soil.No signs of hydraulic failure.Cesspool Show signs of ground water intrusion.Cesspool is also in the abutting property. 473 eel river rd.-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection -Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M .473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (Iodate on site plan): Number and configuration 1-main and 1-overflow 2' Depth—top of liquid to inlet invert 6,. Depth of solids layer ' 2" Depth of scum layer Dimensions of cesspool 6'x6' Materials of construction Concrete block Indication of groundwater inflow ® Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(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.): 473 eel river rd.•08106 Title 5 official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 I . J _ Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties 9 p Y 9 p Y 9 tout least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Map Page 1 of 2 Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size ® Zoom Out In (�}� y Nit Ky A '.5... ,' �" z'a .:gx'�$'saF.'�✓ r + ! + + i + i i + i 4t+ts C t{{�*:i. t„ - Ono l - 1 h f 0 20 Feet / Set Scale 1" _-20 I Aerial Photos r—...inhf,)nnR-9M7 Tn... of Ror—f.hln AAA All rinhfc rncene http://www.town,bamstable.ma.us/arcims/appgeoapp/map.aspx?propertyID=114019&ma... 10/30/2007 Commonwealth of Massachusetts W ,Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form Not for Voluntary Assessments M 473 Eeel River Rd. Property Address John + Rita Cannistraro Owner Owner's Name information is required for Osterville Ma. 02655 10/29/2007 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ❑ Shallow wells Estimated depth to ground water: Bottom of overflow cesspool 1' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers- (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: USED:Gaherty& Miller Model 12/16/94 ground water elevations.USED:USGS observation well data June 1992. USED: Technical Bulletin 92-000-01 plate#2 annual ranges of ground water elevations. 473 eel river rd.•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 -i 'T.H.-1 0 NOTES DESIGN DATA 1 a' �y sfA"-- cl Connect to Existing - 1. Water Supply For This Lot is Municipal Water. A Vr-VW D1ZK.Cr1zAy sANav t . sea 9 See Note No: t_o^m ►0 ya a/1 .{ is House Sewer. Single Family.-5 Bedroom-Exist. l:G.12.5 4(TYP•) 2.Location of Utilities Shown on This Plan Are Approx. FG.9.0 No Garbage Grinder At Least 72 Hours Prior toAny Excavation For This £ G-RA418t4 SP04 `-°"`1' Y Daily-Flow-I l0 x5=550 gpd Project The Contractor Shall Make The Required SANG IOYR s�z. t b .•o o�+ - rzz Septic Tank-55,.Ogpdx200%=ll.00gpd Notificationto DIG SAFE-1-888-344-7923 25 DR14,YElISHpRN ca 1.:. 10 7* 74 Use a 1500 Go11on Septic.Tank 3.The Contractor is Required to Secure Appropriate ,• B +-OA+NV sANc VOYR 4/� • , •; a a LEACHING AREA Permits From Town Agencies For Construction Is 0%_\Vttt:yF_t-�oVu INAMP 1500 Gallon top EL 8.01 g c ' Septic Tank CY,, Bot.El. 6.51 550 d/0.74=744 s.f.Re Required. Defined by This Plan. SAND Z� Y �f� LOCI! �' •p�.q,E,;o,©�u 8 2 9P , q �, IQQ" phi NYp yy• 7.84 767 Sidewall: 0.96�12 t52 )2= 122 s.f. 4.install Risers as Required to Within 6 of Finished CLA,S e. I MA p-%%AL Bottom Area 12 x,52' = 624s:f. Grade. C"Rout.ADwA"1'tisR(ED a"u'' �� [*ExistingInvertElevotion Beddin as 5 746 s.f.Total Provided. • `rified. g Groundwater(a�EI.1.51.Ground 5.All Structures Buried More ThanThree(37 Feet or, "r.H.-'2 e> v. a.x- Per Title 5 Water WosMonitored Durin a Full LEACHING CHAMBER DESIGN SubjecttoVehiculQrTraffic.istobsH-20L�ooding. r Moon Tide Cycle,Nov 23--26,2007. All Piping to be Schedule 40 PVC.Use 6- 6.Septic System to•be Installed in Accordance With ems" DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 4'x 8'Flowdiffusors in a 12'x 52'Vashed 310 CMR 15.00 Latest Revision And The Town of YEu.ow M1&0, Notto Scale ----- Stone Field as Shown. Barnstable Board of Health Regulations. 4Q„ sANa a..s Y (./b � . 7. All Piping to be Sch.40 PVC., t tic. No, «-.0?-1 of DAMIL, 1%116/0'7 8.Depth of Inlet Tee Below Flow L•ine s.10:Min. 0m;M4, s1'l ccMPAcTeo Depth of Outlet Tee Below Flow Line:44"Min. LESS oA�,;,e%z/114C91vAN FINISH&O t2,,,,,,t, FIt-t- With Gas Baffle. c,,1 ,,.,,«„w,I�o I�,G, LOCUS PLAN 6RACC y� 2 till tit g V1//TN�SS: La.M+QRANp1� [:G?•£5- Scale 1'�- 2000' C*NCR Assessors Map 114 A c �1 >=Aswc YAs IieQu►aeaIIIf+c J \ Parcel 019 \ , Groundwater Overlay _ _ _ wwsw sroNa Uo� �.,. ..— District AP g MIN.-ro / FLOOD ZONE: GiiOHNCWA'R'R (H—20) H I'• • ; \ `` `` O `Q,rs0.) / / �6 ? __ _ at4 (E<12) & All (Ec11) CROSS- SECTION OF CHAMBER ,g,C1M p%A \^I1TN `\� y / + Community Panel No. Not to Scale Q,� kfN*". �- 1 , 25000f QC16 D Q0 O Cy_*A MAT�o ^� / / ��--= J q p ax 1 �' / / 1 July 2. 1092 o 0 /g51°313'40"W 363 - - ' O I I o I / Il Cs► �3 £ / � � l 00 45 l l \ \40 oAIO 1 0/ A4 OAS •0 m PLAN VIEW _ N \ 15 Scale l = 20 I W ,' N V6 Variances Requested a4&PV!H OF tiJgSs9 The Elevations Shown Hereon ore eased on � NGVO 29,a Fixed Mean Sea Level Datum. Variance to:Code of the Town of Barnstable o° SULLIVANER cym N Chapter 360 On-Site Sewage Disposal Systems `� civic Article I Section 360-1.Location to water bodies No.CIVIL en Required: 100 feet for all components to a coastal bank P 9733 , Requested: 10 feet from the closest coastal bank to system and �ciSa•ER�°� 4 feet from the septic tank Ak e Variance to:Title 5 310CM1R15.211(1)Minimum Setbacks S I 1 E P I�A Required:25 feet to the septic tank and 50 feet to the soil absorption system Requested:10 feet from the closest coastal bank to system and PROPOSED.SEPTIC UPGRADE 4 feet from the septic tank DIRECTIONS: R ITA CAN N I STRA RO Reason for Granting Variances 473 EEL RIVER ROAD This is a non seaward facing coastal bank which only contains the 100 year Rood From Hyannis — Take Route 28 into Osterville. At the The surrounding coastal banks are stable and in a presently developed area lights by l lte Hen Pantry, take a left onto Osterville OSTE R V I L LE , MASS. West Barnstable Road and follow to the end, Take a SCALE AS SHOWN DATE NOV. 30 , 2007 The system is designed inaccordance with all applicable regulations and as such teft onto Main Street, Take a right onto Parker Road; There will be no reduction in the systems ability to maximize protection At the stop sign take a right onto West Bay Road, SULLIVAN ENGINEERING INC. Take a left onto Eel River Road. Property is on the OSTERVILLE MASS. of the public health,safety,welfare and the environment right, jf473. � S�Jt �