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0194 BAY LANE - Health
194 Bay Lane Centerville A= 186-075 MEADol Na 2-1 S3LOR UPC 12SU • us"a USA Wf1WM1SNppIRTW LOSR TOWN OF BARNSTABLE LOCATION 114 2*,,Y Lm. SEWAGE# -kc VILLAGE '-�"1ZUtt.LC ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. 3012_-0 g r Ce*ter SEPTIC TANK CAPACITY 9 XCn LEACHING FACILITY:(type) 1RfC 14— (size) '�® �.�/�{ P NO.OF BEDROOMS OWNER zee Lt; ZIP !Rr f PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 4 Feet Private Water Supply Well and Leaching Facility(If any wells exist ori_` site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching fa�cili ) 63 Feet FURNISHED BY /p i9J�t/�yfr•�sy-iyI pp No. ` 7/� Fee THE COMMONWEALTH OF.MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21ppliCAtion for Misposal 6pstem ConstTUCtion Vermlt Application for a Permit to Construct(\) Repairw Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./9w MJr xy4WE Owner's Name,Address,and Tel.No. 774-S2/-a(5yy ejFtiv E�06#cc (fyN-WYA /:�fROCF-4Z49 Assessor's Map/Parcel 9'&—v'7 S- AD &SOX*k3 1-9AO tlsrq-se,E OZG Ins ller's Name,Address,and Tel.No. S Z _ Designer's Name,Address,and Tel.No. 5-of-4ef -/7L� ti.u"�1_A37 Csz XAevrF/0N �+G/nr w4 Glc��o�►i7 v a, 9 6m 1-6cc67 5;7 f-� 0 2 S-410 Type of Building: Dwelling No.of Bedrooms Lot Size 2d2s0 sq.ft. Garbage Grinder( )WO Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 30 gpd Design flow provided _ gpd Plan Date 3 /sJ/ Number of sheets 17- Revision Date Title $'o A:S, !94f t3/ /,eWf— 4W >ee� Size of Septic Tank 1600 rZXI eT/N C Type of S.A.S. Description of Soil 7'?, /t9,4�6 Al/v ir ! ,AtAfA Nature of Repairs or Alterations(Answer when applicable) ;DL)A4o06VT Date last inspected: 3 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Date Application Approved byQn�l� Date L7 Application Disapproved by Date for the following reasons Permit No. 3 Y != Date Issued ,_No. l /7 ` 'S , Fee THE COMMO,N11.11EA_TH OF-MASSAACHUSETTS Entered in computer: -. PUBLIC HEALTH DIVISION-MOWN OF BARN3�TABLE, MASSACHUSETTS Yes riration for his osaY stern' OYIB Urtion Permit ap p Application for a Permit to Construct Repairer 4 Upgrade(. ) Abandon( ) ❑Complete System ❑Individual Components 1 Location Address or Lot No. Owner's Name,Address,and Tel.No. 7 74-57Z/-3 69? C,Fi� /1 E C./n»T j,0 ,,0,#Re2E4Z,9 Assessor's Map/Parcel e6—,p 7 S AD /5OX 46'3 /�A"W5-77'M C E• 0263 O Instta�ller's Name,Address,and Tel.No.' S-� _ .7 7 1 Designer's Name,Address,and Tel.No. �5�n .--�w ter) C% 'vaT 1 3S9 L"A6rnoUTh/ ENGMJ6,6XiReG y�.�e•f 4 v a�i TI pe of Building: Dwelling No.of Bedrooms 13 Lot Size Zo2So 'sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .3 30 gpd Design flow provided gpd J Plan Date 3�/S�/� Number of sheets a Revision Date Title 5 A.S, t 91 aj/ L/VY9 rr s Fiuw D/fi s�r/�� N-20 ��• (•j'Size of Septic Tank ��a0 Y1 J'/ti 4 Type,of S.A.S. Description of Soil Vol Nature of Repairs or Alterations(Answer when applicable) ?U n4P6VT //VS� IV ' r n - Date last inspected: .3 3 Agreement: ''F r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. e Date Application Approved by Date Application Disapproved by i Date for the following reasons .J I Permit No. 'j l Cr Date.Issued L t3 U -f-----------�----------�----.------=---THE. .------------,,-- �---- COMMONWEALTH OF MASSACI�SETTS�-- --.---------.-- �l BARNSTABLE,MASSACHUSETTS Certificate of Complian THIS IS TO CERTIFY,thatr5d On-site Sewage Disposal system Constructed Repaired Upgraded g P Y ( ) P (XS Abandoned( )by A_—X p W 74—) Ck vJ 5 at ..)- �� t -�. N I CQ r, `�"� ' has been constructed in accordance I' with the provisions of itle 5 and the for Disposal System Construction Permit No:=;�0 4l1 ��5 dated 4 /�-Li Installer Designer #bedrooms _ _3 Approved d sag flow The issuanfcee'of this pe Y't sh� of be construed as a guarantee that the system i ction aqs de igned. Date L`J /� j� /( , -- -'�_s.+e.-.�-..c-a�-�.n.�*.r-'✓_.f-- „ ..-��._, .::�—. � ��-.:.,'e.......;Vie•_.--. :r;— �- -.�__._ .x - - i Inspector No. 1 f. Fee 1. O ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS MispoBal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade(;r—) Abandon( ) System located at /��/� /�f�v F/t"7,0/1 U/C,L F 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. f Provided:Construction must be completed within three years of the date of this pe mit. Date Approved by f MAY-23-2013 13:43 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/1 Town of Barnstable Regulatory Services 1 Thomas F.Ceder,Director Public Health Division Thomas McKean,Director 200 Main$treat,Hyannis,MA 02601 Office: $08-8624644 Fax: 508-790-6304 ' Installer&Designer Certiftation Form Date: $ 2 3 1.3 Sewage Permit# 2 013-14 5 Assessor's MapTarcel 18 Designer. Falmouth Engineerincr, Inc. Installer: Bor� tolottiiCConstrucCion. Inc. Address: 29 Simpson Lana Unit 1 Address: PO Box 704 Falmouth, MA 02540 Maratone Mills, MA 02648 on 4/24 13 Sortolotti Constr. was issued a permitto install a to installer septic system at 194 Bay Lane based on a design drawn by (address) Falmouth Engineering,_ Inc. dated 3/20/13 (designer) " X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such As lateral relocation of the distribution box and/or septic tank. f certify that the septic system referenced above was ins 1 mMor changes (i.e. greater ateral relocation of the SAS or any ve of any component o septi stern) but in accordance with State Bs: Plan revision or certified built by designer to follow. n�aenaCU. IORBELU 0 CIA 9 No a60b4 O y n 9 1 tUCC ��1sT�Q'� ( igner's Signature) Aix si ner s mp Here) t'LRA6E >ZTUI iu 'CO HARKSTABLE PUBLIC HEALTH DMBION, CERTIFICATE OR CO ELLe E W[ -r- NOT B-. 1_ UEU JUIJ111, I}= XtIld 1I1IRM-1A CARD ARE RECEIVED BY THE s USTAQLE PUBLIC HEAD DIVISIQ . JWK YOU, Q:Haallh/SepticOeftner Centfletlan Farm 3-16-04.doc P'k 27296 pal 1 r _ 022375 DEED RESTRICTION WHEREAS, Cynthia H. Parrella.of P.O. Box 483, Barnstable, MA 02630, is the owner of 194 Bay Lane located in Centerville, MA, and being shown on a plan entitled "Plan of Lots in Centerville, Cape Cod, Mass. Belonging to E. Robert Miles and Elizabeth Miles, Scale 1"— 50',April 29, 1968,Nelson Bearse-Richard Law, Surveyors, Centerville", which plan is duly recorded with Barnstable Registry of Deeds in Plan Book 220,Page 81. WHEREAS, Cynthia H. Parrella, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to containing a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be'put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFOR, Cynthia K Parrella does hereby-place the following restriction on the above-referenced land in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: l. 194 Bay Lane, Centerville, MA may have constructed upon the lot a house containing no more than three (3) bedrooms. Cynthia H. Parrella agrees that this shall be a permanent deed restriction affecting the house located on 194 Bay Lane, Centerville, MA, and being shown on the plan recorded in Plan Book 220,Page 81. For title of Cynthia H. Parrella, see Deed recorded with the Barnstable Registry of Deeds in Book 27201, Page 113. Property Address: 194 Bay Lane, Centerville,MA 02632 Z a Bk 27296 Pg115 #22375 Executed as a sealed instrument this 16th day of April, 2013. CZ4 thia H. Parr lla COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. On this 16th day of April, 2013, before me, the undersigned notary public, personally appeared Cynthia H. Parrella, and proved to me through satisfactory evidence of identification, which was a MA driver's license,to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. r Notary blic: Michele Capd74.= My commission expires: 10/07/20T ." ,�>�r BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER BARNSTABLE REGISTRY OF DEEDS VE Town of Barnstable P# � Department of Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 . lED rAA`I� Date Scheduled Time ,`/ Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION Location Address j /. /-3 ,! �� Owner's Name LY1V T,4)A J7 y o 60 5,r 4 83 C� mot//GL Address Assessor's Map/Parcel: j 86/b 7.5 ? Edgineer''s 4Name f A I-1W in!«-Li36lI S�LG//o NEW CONSTRUCTION REPAIR Telephone#-, o _ land Use VIES . Slopes(%) .L Surface Stones O Distances from: Open Water Body Is 0 •ft Possible Wet Area 4JtL�Lft' 'Drinking Water Well j�2 ft` Drainage Way 7 Z 0 ft Property Line 1_Oft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) A 15.2 .. \ .Ic 8.4 .DECK Z I Tp h - 5.2 9.6/ I O 1 -- �15-n .1 PCANiER om' - \ k 3 .9: FLAG;` 80•t / cokc. STEPS J, 1 ,26,t om 7n ✓ = 1 BOB-S o 'S.e; s y o :FLAGS'-' z 8-5/. !/R� '071.3 / 12.2 /�•�' I I N / I I /0' 10'WN. , / N43'16'02"W y4 F /FOUND -s . _ EXISTING GA5__........__.,,. ,/ 150.00' LINE CATCH 1o.2 ccaPP6 1: -<, BASIN lo.s. 'RIM=10.16 -i(40'WIDE) n ` / LANE Parent material(geologic) S AKP Depth to Bedrock > �� I w Depth to Groundwater. Standing Water in Hole: 1 M 0 Weeping from Pit Face Estimated Seasonal High Groundwater 4 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: G t-.F J G 0 S M --j Depth Observed standing in obs.hole: l Z in,,.,Depth to soil mottles: Depth to weeping from side of obs.hole: in, droundwater Adjustment • f[. Index Well# Reading Date: Index Well level_ Adj,factor,, — Adj.Grvupdwa!er'L,evel, s — PERCOLATION TEST Date , Time._____ Observation Hole# Time at h" Depth of Pero Time at 6" Start Pre-soak Time @ 1 0 0 Time(9"4") End Pre-soak — ," 1 b L,,r Rate MinJlnch ' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC o DEEP-OBSERVATION HOLE LOG Hole# I _ Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,Boulders. onsistency.%OriveD Z a A1,0 Atv+t -oft > o R '{ Z C3 1.0 ky&Y S AND v o lZ 7 -6 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% p A SAnb to IL t Z 1.oP ftle 7/6 `.3z C. w•tva. F��e�' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cnite / DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other I Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Mau: ; Aboven500 year flood boundary Noz Yes Within 500 year boundary No= Yes I Within 100 year flood boundary No, Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ---A=----- If not,what is the depth of naturally occurring pervious material? 3 Certification I certify that on RKAL �q J 91date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CTV RJ5.017. Signature Date Q:4SBFTICIPERCFORM.DOC �oFtKE row Town of Barnstable Barnstable Board of HealthAFAm . °A I �1eC j � SS. E'g� 200 Main Street, Hyannis MA 02601 '639. iDrfD MA'S A' 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi April 19, 2012 Mr. Michael J. Borselli Falmouth Engineering Co. 141 Locust Street, Unit A Falmouth, MA 02540 RE: 194 Bay Lane, Centerville A = 186-075 Dear Mr. Borselli, You are granted a conditional variance on behalf of your clients, Cynthia and David Parrella, to construct an onsite sewage disposal system at 194 Bay Lane, Centerville. .The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 31 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 63 feet away from a bordering vegetative wetlands, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a septic tank 32 feet away from a coastal bank, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the septic tank 67 feet away from a bordering vegetative wetlands, in lieu of the minimum 100 feet separation distance required. 310 CMR 15. 211 : To install the soil absorption system five (5) feet away from the property line, in lieu of the ten (10) feet separation requirement. Q:\WPFILES\BorselliParrellal94BayLaneVariances2Ol3.doc 310 CMR 15. 211 : To install the septic tank seven (7) feet away from the foundation, in lieu of the ten (10) feet separation requirement. . 310 CMR 15. 211 : To install the septic tank five (5) feet away from the property line, in lieu of the ten (10) feet separation requirement. These variances are granted with the following_conditions: (1) The engineering plan shall be revised to show more details relative to the design data for the proposed soil absorption system, and shall be revised to show the actual separation distances for the proposed. septic tank in relation to the wetland and coastal bank. (2) No more than three (3) bedrooms 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. (3) 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 three bedrooms maximum. A copy of the. recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict.accordance with the revised engineered plans. (5) 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 revised plans: This variance .is granted because the proposed, plan appears to meet the maximum feasible design standards contained within. the State Environmental Code, Title 5 and local Health Regulations. The engineer designed the septic system to be located in an area.to attempt to maximize setbacks to wetlands. Sincere yours, v Wayne Mill r, M.D. Chairman I:OorselhParrel l a 194BayLaneV ariances2013.doc J �gINE DATE.. N �6 Inh F:�- 4- FEE; * swartsTAISIM t►inss. )) REC. BY Town of Barnstable - SCHED. DATE: Board of Health � 200 Main Street,Hyannis MA 02601 Office: 508-863-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi Paul J.Cannifl'',D.M.D. VARIANCE REQUEST FORM LOCATION n Property Address: 194 Bay Lane C,,�— Assessor's Map and Parcel Number: 186 075 Size of Lot: 20, 250 square feet Wetlands Within 300 Ft. Yes X Business Name: N/A No Subdivision Name: N/A APPLICANT'S NAME:Falmouth Engineering, Inc .Phone 508 .495 . 1225 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON -t-b 0,t//Sb Name: Cynthia H. Parrella Name: Michael J. Borselli &IL4 , Address: P.O. Box 483 Barnstable, 02630 Address: 141 Locust St . U11t A F�&_lmo-uh, 774 . 521 . 3899 MA 02540 508 .49�• 22-5 yam' Phone: hone: --� VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) See attached See attached ' t.n M NATURE OF WORK: House Addition D House Renovation EX Repair of Failed Septic System Cy- Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensioiial floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the.property owner authorised you to represent him/her 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 owner/lessee only], outside dining variance renewals[same owner/leasee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Conniff,D.M.D. C:,\cache\Temporary Internet Files\OLKAE\VARIREQ.DOC • 1 1 I v • Property Address: 194 Bay Lane Centerville, MA Property Owner:Cynthia H. Parrella PO Box 483 Barnstable, MA 02630 Map: 186 Parcel:075 Applicant: Falmouth Engineering, Inc. TOWN OF BARNSTABLE AND TITLE 5 SETBACK VARIANCES FOR SEPTIC SYSTEM UPGRADE • Town of Barnstable Section 360-1, minimum setback from septic system components to wetland and coastal bank, 100'. ._J • 310 CMR 15.211(1) minimum setback septic tank to cellar wall 10'. Actual setback • 310 CMR 15.211(1) minimum setback septic tank to property line 10'. Actual setback`gip • 310 CMR 15.211(1) minimum setback SAS to top of coastal bank 50'. Actual setback • 310 CMR 15.211(1) minimum setback SAS to property Iine10'. Actual setback 5'. s� March 20, 2013 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 194 Bay Lane Centerville To Whom It May Concern: Please accept this letter as authorization for Falmouth Engineering, Inc. to represent me as the property owner of the above referenced property. Sincerely, I (tiller-�,L Cynthia H. Parrella P.O. Box 483 Barnstable, MA 02630 �t CIVIL ENGINEERING , WETLANDS PERMITTING WASTEWATER DESIGN COASTAL ENGINEERING TITLE 5 PLOT PLANS PIERS AND DOCKS t LAND USE PLANNING COMMERCIAURESIDENTIAL Serving Cape Cod and Southeastern Massachusetts March 20, 2013 CERTIFIED MAIL RETURN RECEIPT REQUESTED RE: Proposed Septic System for 194 Bay Lane Centerville,MA/Our Job No. 13016 To Whom It May Concern: The Town of Barnstable Board of Health will hold a public hearing regarding certain variances for a proposed Title V septic system at the above-referenced property. The public hearing will be held on April 9,2013 at 3:00 p.m. at the Barnstable Town Hall Hearing Room 367 Main Street Hyannis, MA 02601. If you have any questions,please contact this office. Sincerely, Ic 1 J. Borselli, P.E. e dent elw cc: Thomas Mckean—Director Barnstable Board of Health David Parrella 141 Locust Street, Unit A• Falmouth, MA 02540 . 508.495.1225 • 508.495.3229 fax• www.falmouthenginecring.com AbutterReport Page i of i Board of Health Abutter List for Map & Parcel(s): 'iB6075' Direct abutters(no set distance)and the properties located across the street. Total Count: 5 Close ---------... Map& Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip NICKERSON, NANCY NSJ FLEETWING INV 836 BUMPS RNER CENTERVILLE, - 186011 &SAMUEL&JANET TRUST ROAD MA 02632 26036/305 TRS 186012 MILES, ELIZABETH- _y v Jv 32 CATHERINE� READING, MA 3689/310 AVENUE 01867 186026 MCNAMARA, USA M CENTERVILLE REALTY 30 WILLIAM WENHAM, MA 25998/192 TR TRUST FAIRFIELD DRIVE 01984 BENANDER,DAVID -TM ESTATE OF DAVID� 218 SCHOOL SOMERVILLE, MA 186075 M&STONE,JEAN %CONNE,JAY B PR M BENANDER STREET 0214S-3824 25766/348 BENANDER NICKERSON, C/O SAMUEL CENTERVILLE, 186077 SAMUEL R ESTATE NICKERSON PO BOX 723 MA 02632 24878/205 OF This list by itself does NOT constitute a certified list of abutters and is provided ony 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 3/19/2013 A . ''� Prop ID:186075 BENANDER,DAVID M&STONE, %CONNE,JAY B PR ESTATE OF DAVID M BENANDER V S 218 SCHOOL STREET SOMERVILLE,MA 02145-3824 Prop ro:186026 MCNAMARA,LISA M TR CENTERVILLE REALTY TRUST 30 WILLIAM FAHMELD DRIVE WENHAM,MA 01984 Prop ID:186012 MILES,ELIZABETH 32 CATHERINE AVENUE READING,MA 01867 "ID:I860I I NICKERSON,NANCY&SAMUEL& NSJ FLEETWING INV TRUST 836 BUMPS RIVER ROAD CENTERVILIE,MA 02632 Prop ID:I W7 NICKERSON,SAMUEL R ESTATE OF C/O SAMUEL NICKERSON PO BOX 723 CENTERVILLE,MA 02632 OF Mgss9 MICHAEL BORSELLI cGn o CIVIL -� TRANS.NQ: o.35054�0 CITY/TOWN: 1?AIZQ S AL T-A 13L 9- �is �S�ONAL��'�� APPLICANT: G�J m-rH-, r PA-M SL( A ADDRESS: 19 L+ C3 i-AN r - DESIGN FLOW: gpd _ REVIEWED BY: - DATE: A N/A OK NO Legal boundaries denoted 310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15-.220 4 u 1/ Locus Provided 310 CMR 15.2204 t Plan proper scale?(1"=40'for plot plans, 1"=20' or fewer for / components) 310 CMR 15.220(4)] �( Easements sho 10 C System located totally on lot served [310 CMR 15.405(1)(a) for / upgrades]-i not, a variance is required 310 CMR 15.412(4)] V Location of impervious surfaces (driveways,parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220 4 c Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220 4 -daily flow septic tank capacity(required andprovided) soil`abso tion system(required andprovided) whether system designed for garbage grindei North arrow 310 CMR 15.220 4 Existing and ro osed-contours 310 CMR 15.220 4 Location and log of deep observation holes(existing grade el. on _ each test) [310 CMR 15.220 4 Names of soil evaluator and BOH representative [310 CMR 15.220 4 and Q1 L cation and date of percolation tests(performed at propZr elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.2421 — Certification statement by Soil Evaluator 310 CMR 15.220 4 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 3-10 CMR 15.220 4 n Address 9 4 M Fne L-Ar►J I-r= Sheet 1 of 7 • 1 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220 4 within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system / components and the bottom of the SAS 310 CMR15.220 4 o v Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405 1 Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] : Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] Benchmark within 50-75'of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36" deep(unless Local Upgrade _Approval or LUA requested) 310 CMR 15.405 1 'Address 194 [3 A4 L AM 5_ Sheet 2 of 7 N/A OK NO Size OK? 310 CMR 15.223 1 Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14'='or 14" +5" per foot on increase ft depth (310 CMR 15.227(6)] - `� A44 Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR / 15.228(l)] •/ Separation between inlet and outlet tees(no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA 310 CMR 15.405 1 Minimum cover 9" (Tanks buried more than 9" must have risers / on all openings and on the d-box) [310 CMR 15.2228(1)and 310 �/ CMR 15.232 3 Three access covers (inlet and outlet must be.20" or greater)- / middle access at least 8" 7/07 310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<1000gpd, two for systems>1000 gpd 310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation 310 CMR 15.211 1 Buoyancy calculation Required/Done 310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks.from resources 310 CMR 15.211 Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 First compartment 200%daily flow; Second compartment 100% daily flow 310 CMR 15.224(2)and 3 _ "U" pipe through or over baffle, outlet of each compartment with _ as-baffle or approved filter 310 CMR 15.224(4)] Cxls-r'tt.16, TPrN� l�o c o E,ALtr v►v , otc FOR vf' C7CZ PtiQC� „ "T'GGS "emu BE—: 3(E k.* Wow S,6'S S GYC31}-GL Rr T►=,>'. dTAc C G T I�FA a.� EaC�STl 1vC�, - S �s'r�M t"'RoPOst�..�► w�C—'�"rs 612o���wA '� s�.prMd�+�'1 orv,. — -- Address g y' a Sheet 3 of 7 N/A OK NO Located at least ten feet from any water line? [310 CMR / 15.222(2)] �/ Disposal piping at least 18" below water line(when water and ✓ sewer cross, see 310 CMR 15.211 1 1 Cleanouts required/provided? 310 CMR 15.222(8)] Thrust blocks specified in f6rce mains?310 CMR 15.221 6 c Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches / and beds) [310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber Endcaps or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8)and 310 CMR 15.252 2 Materials specified (310 CMR 15.251(5) specifies various pipe / types allowed) Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" 310 CMR 15.232 3 Inside minimum dimension 12" 310 CMR 15.232(2)(b) Minimum sum 6" 310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] Capacity(emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.211 same as septic tanks Watertight 20-in minium access manhole at least 20" MUST BE / TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible Alarm floats-alarm on circuit separate from pumps specified? Exceeds two units must have--two pumps operating in lead-lag / mode. 310 CMR 15.231(6)and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed?Provided? 310 CMR 15.221(8)] Address 13 AV L.ArQ r— Sheet 4 of 7 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR / 15.240(l)] Required separation togroundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247(2 System Venting required/provided?(system under driveway or >36" deep) 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR / 15.240 13 1/ Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must beto-grade) 310 CMR 15.253(2)] Aggregate 1'minim - 310 CMR 15.253 2' sidewall credit maximum 310 CMR 15.253 1 a In bed confi ation,inlet eve 40 s . ft. 1310 CMR 15.253 6 Width 2'minimum 3'maximum 310 CMR 15.251 1 ] 100 feet-maximum length 310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever ✓ eater 3x if reserve between trenches 310 CMR 251 1 d Situated along contours 310 CMR 15.251(2)] Breakout OK? 310 CMR 15.211 1 L4j and Guidance Document minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" ✓ maximum. 310 CMR 15.252(2)(g)] Separation between beds 10'minimum. 310 CMR 15.252(2)(p] ✓ Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address 9�'�' / _� .AA Ij Y-- Sheet 5 of 7 N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A J Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year(systems<2000 gpd)or quarterly j >2000 dgood to note on plan r310 CMR 15.254(2)(d)] v Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer r310 CMR 15.255 2 Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? r310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and _ Guidance D6cument At least 5 ft. from impervious barrier to,edge of SAS (10 ft. recommended) [310 CMR 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and-Ves it meet all — DEP Approval Conditions? _.. Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has licant submitted a copy of a maintenance Are the variances listed on the plan? [310 CMR 15.220 4 RLS Stamp necessary on plan if a component is within five feet of property line 310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address J 4 a to 1 (.-.A�,J Sheet 6 of 7 ' N/A OK- NO ' Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades�of such existing systems] Is the system proposed on the same lot as served by private well? 310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216 1 Pumping to septic tank? 310 CMR 1 .229 Shared System 310 CMR 15.290 i I I Q`L Address 9'C Sheet 7 of 7 r� 141 Locust Street,Unit A ' Falmouth,MA 02540 L \ i \\\ i � � \ �' V - �� F `� >- a f COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign re Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse Addressee so that we can return the card to you. B. Received by(Printed Name) too 'el' ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 17 Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Pro:p5026 MCNAMARA, LISA M TR 'CENTERVILLE REALTY TRUST 30 WILLIAM FAIRFIELD DRIVE 3. Sery Type WENHAM, MA 01984 amerttfied Mail ❑Express Mail _ ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. ArtIcle Numb r '+t i 7 01s1' 0 4 7 0 10 0 0 3 019 6 %J�4 I' (transfer from service labeq PS Form 3811 February 2004 Domestic Return Receipt 1025ss-02-nnAW i f;i•v.�TiQ^h� UNITED STATES POSAL- ERVICE °• +�; `` � ail'°'"'"" VIA i.+��;�;�:L� t "� ��9 .,, .... .. ... .,..... .. f"'v"'x .,,v,•»a?.�'re�?�:4�1{,��yV-�1'�.v+.'9'v?!!:;`. I PARRELLA-13016 BOH Falmouth Engineering Inc. 141 Locust Street, Unit A i Falmouth, MA 02540 i j`:`1117' ''?fit '�'F COMPLETE .N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted.Delivery is desired. Agent ■ Print your name and address on the reverse X "4-111 Addressee so that We can return the card to you. B. eceived b ( "nte ) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front_if space permits. 1GS� 3 D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No Prop ID:186011 NICKERSON £NANCY&SAMUEL NSJ FLEETWING INV TRUST 836 BUMPS RIVER ROAD 3. !e�ry�e Type CENTERVILLE, MA 02632 Is7Certified Mail O Express Mall �) ❑Registered I]Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2 Article Number( 7 011 0 4 7 0 0 0 0 3 0196 6340 'transfer from service label) � PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 r E UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid I USPS Permit No.G-10 I SE I I PARRELLA-13016 BOH I Falmouth Engineering Inc. 141 Locust Street, Unit A Falmouth, MA 02540 I I :i 04 [[' it COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig t '` item 4 if Restricted Delivery is'desired. ❑Agent ■ Print your name and address on the reverse _U f/n9lrei/�'1 5�1 01V ❑Address e so that we can return the card to you. B. Received by-(Printed Name) C.gate f D ' ery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D, Is delivery address different from item 1? Ye 1. Article Addressed to: If YES,enter delivery address below: ❑No --- -- -- ----Prop ID:::186t177 NICKERSOON;=:SAMUEL R ESTATE OF K .I I C/O-SAM.UEL NICKERSON y I PO BOX226— CENTERVILLE, MA6� 3. Se eType I Certified Mail ❑Express Mail �J O Registered C3 Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. /1 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service labeq l + 7 011 0 4 7 0 0003 0196 6333 PS Form 3811,February 2004 Domestic Return Receipt 102595 oz m ts`+ I UNITED STATES POSTAL SERVICE - First-Class Mail I Postage&Fees Paid USPS Permit No.0-10 IY . j -, , -•''PARRELLA-13016 BOH I;. Falmouth Engineering Inc. 141 Locust Street, Unit A ; . Falmouth, MA 02540 I I ) jet.!) , °*IKE Tpw Town of Barnstable Barnstable Board of Health > BA ABLE, r "ASS. g 200 Main Street, Hyannis MA 02601 vp 1639. �0 AIfD MAI A, 2007 ,Office: 508-862-4644 Wayne Miller,M.D. 'FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi BOARD OF HEALTH MEETING RESULTS Tuesday, April 9, 2013 at 3:00 PM Town Hall, Hearing Room, 2ND Floor 367 Main Street, Hyannis, MA I. Regulation: Proposed Revision of Section 360-9.1 — Liquid level in leaching pit(s) and /or cesspool(s). APPROVED. Approved revision to the regulation: Septic systems consisting of a leaching pit or cesspool(s) with a liquid depth.of less than twelve.(12) inches below the invert shall be upgraded to conform to 310 CMR 15.00, the State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and Town of Barnstable Board of Health Regulations. II. Variance — Septic (Cont.): A. Matthew Eddy, Baxter Nye Engineering, representing Joyce Angelo, owner— 280 Long Beach Rd, Centerville, Map/Parcel 185-026, 7,038 square feet parcel, new construction, requesting multiple variances f (continued from March 2013). APPROVED. Approved with the following conditions: 1) Record a one bedroom deed restriction with the Barnstable County Registry of Deeds, 2) provide the Public Health Division with an official copy of the deed restriction, 3) full adherence to the provisions set out under 'General Use' for Advantex AX20, AX100, published by MA DEP August 30, 2012, and 4).upon transfer of the property, it is the obligation of the homeowner to inform the new owners of the costs and conditions required in the operation of the innovative alternative system, Advantex. B. Arlene Wilson representing Robin and Marcia Brown, Trustees — 250 Smoke Valley Road, Osterville, Map/Parcel 097-002, 5.8 acre.parcel, multiple variances, house addition, (continued from March 2013).' Withdrew. Page 1 of 3 BOH 4/09/13 - - r The currenf.permit is suspended due to discrepancies in the plan. The proposed plan was withdrawn and adjustments will be made. Ms. Wilson will have the owner(s) write a note stating they are in agreement with the withdrawal. Arlene will come back with new plans and a new request for a hearing at a later point. III. Septic Variance — New: A. Michael Borselli, Falmouth Engineering, representing Cynthia Parrella, owner— 194 Bay Lane, Centerville, Map/ Parcel 186-075, 20,250 square foot parcel, multiple variances, house renovation and repair. APPROVED. Approved with the following conditions: 1) Record a three bedroom deed restriction with the Barnstable County Registry of Deeds, 2) provide the Public.Health Division with an official copy of the deed restriction, and agreed to make the'dimensions of the bottom area more visible on the final plan. The bottom area is 36 feet x 10 feet = 360 s.f. IV. Food:Variance (New): A. Ted Schilling, Esq., representing James Surprenant, owner, Crisp Flatbread, 791 Main St, Osterville, variance from Title V for additional seating (310 CMR 15.203 / 15.204). CONTINUED UNTIL MAY 14, 2013 MEETING. Continued to allow the owner time to apply to MA DEP for relief from the State code as they have a history of very little water usage. B. David Columbo, owner, Black Cat Harbor Shack, 159 Ocean Street, I�yannis, review of pilot program and approval to. v: APPROVEY. Approved to'continue the raw bar food service with regular routine inspections with the following condition, if there is an issue which is not rectified within 24 hours then the raw,bar food will be elminiated. (Must review the wording above with Tom M. —there would be some type of issue(s) which only apply, as in critical violations?.) C. David Shulman, Jera Cape Cod, LLC, new owner, Auntie Anne's Pretzels, Cape Cod Mall, 793 lyannough Rd, Hyannis, two variances: 322-3 grease trap variance and 322-4 toilet facility variance. Approved. .;,' Approved with the menu submitted and the availability of using Macy's toilet facilities as'atated in letter supplied by Macy's. V. Old/ New Business: A. Approval of the Minutes March 12, 2013. Page 2 of 3 BOH 4/09/13 Continued. To be continued to May 14, 2013 meeting. B. Mobile Food Unit— Proposed policy to include boats. Approved. Approved as.written. C. Status Report— Craigville Motel, 8 Shootflying Hill Rd, Centerville. Tenants in one of rooms are a couple and their young child. There was a discussion on the poor conditions the child may be living in. Owner of motel spent four hours cleaning it recently. Mr. McKean will speak with health inspector before any suggestions of contacting other authorities are considered. Page 3 of 3 BOH 4/09/13 R 28 LOT 3 N/F LISA M. MCNAMARA l\00 GP�PG 1 a.o EW5 Tap �11.8'59'Sy� 44.0 S4316'02'E 9�0�� C-~ 1� 150.00' 8.8 % \ FOUND O 17.8, �x 14.3 _ t alp, 5.9 �� rn CB/DH 1 �j j_X \ '' /� CRAIGVILLE BEACH \�x , f OF % 7f�r ' _�c� ELLAR ` � FOUND \ PROJECT 3.6BARNSTABLEV TOP \ 8.1 x N EI�TRANCF� �\ a .1 5\ 17.4 I LOT 2 %� LOCATION CENTERXZZE \ OF COASTAL BANK `4 �O \ n \ PLANTER I I N/F BAY LANE HARBOR \ F14.8 I I JO-ANNE M. MURPHY - 103.T , �99'0 11.8 E IS TING 15.5 I D HOUSE #i94 x x kEWJ 6.9 F F.F. 16.16 15.5 I I LOCUS 1� 3.7 ' 9 >> L.L 8.20 16.4 I NOT TO SCALE EX/SANG SEPAL z TANK TO BE I� IL i I 0 � REMOt�£D ,p 0 •� \_ I o \ x 7 -- PROPOSED J500 2 x 3 6 x V I _ ' 6T 7' 9 5. 0 5' �GALLON SEPAL TANK 20 �3.3 I 1 T 7 8 C7 I I AC 4.9 z O n x 14. EX/SANG FA/LED w co 3. I o I LEACHING PIT REMOW cPj PARCEL 25 o �3 5 1 ZI 116' I 14$°. I I cDNCRETE urVrT. N/F � � Ali, ¢ 50 SETBACK r 1 .2 I I OM WETLANDS 8. o z THE GL'YVIRA076 SHALL EDWARD M. Z _ 41 DECK m T 14.3 EXCAI/ATE 5'ALL AROUND HOLTZMAN 14.5 I / 9. _II o 3.� I ANo Oov TO THE c LOT 1 - 1 P - LAYER (ESAMATED AS 20,250f S.F. 3.) x 6 8 54't ,\�R�Q - I I 2.5L) ANO REMOW ALL f ® v I I UNSU/TABLE MATFR/AL ANO f f f, 63' 1 3 31' \ `�° ��FLOiY D/ SOYi'S COARSE SANO UPc70 THE E�2_ 9.1 11.3 I LEGEND iJITH .�'L1a STL�VE ALL TOP OF THE SYSTEM A/E ,4ROUN0 AND BE7#fTN REPLACEMENT MATER/AL ���TLC / f / �'ao 1 14. I I rn i I OWRALL O/MENS/ONS ARE _QVALL CONFORM TO THE -- �vo fc,✓/ ff 10' WOE X M'LaVG Sp,CaR04)70NS SET FLWTH ------ ' / c� m 11 2 1 3 J rN Y10 CMR 15.255 (T� EXISTING 2 CONTOUR ALL DISTURBED AREAS '�3 6 ° "�a �0 6.4 f in _N ) o I (A7ZE 5� SHALL BE Rf_W0ETATEO 3.7 x/ / x / 9° / tiN ' x 13.6 10 EXISTING 10 CONTOUR I QJ• x 8.5 /Q 11 / / 1 / 2 can �` I x 11.5 EXISTING SPOT ELEVATION '`I'' tI / II, / EW1 /i c� / 1 / / 1'�I,5, PROPOSED TELEPHONE, - 0A9 ANO ELECTRiC.LE PP EXISTING UTILITY POLE _ y EXISTING HYDRANT N4316'02"W Oy CB/DH -12� CB/DH -` ,� 150.00' , `� �FouND( \I FOUND cB/DH o CONCRETE BOUND WITH DRILL HOLE FOUND GUARDRAIL 11.015.0 9 4 10.3 -G EXISTING _ 11-3GAS LANE'2�` _ _ 2�71 PAVEMENT �� - TOWN COASTAL BANK 11-3 CATCH 10.5 BASIN STATE COASTAL BANK BA RIM=10.18 ( ' WIDE) 11.4 40 LANE NO THE CONTRACTOR SHALL OZ RM/NE THE LOCATION OF THE EX/STING !WATER SERVICE CATCH BASIN RIM=10.19 AND SLEEK£IN ALL AREAS LESS )7-IAN 10' o�ti /� e FROM Tt/E PROPOSED SEPTIC SYSTEM. CB/DH 12.8 20 0 10 20 40 FOUND BENCHMARK FOUND 1*44UTOP OF HYDRANT EL. 13.45 ; PARCEL 11 PARCEL 77 SCALE: 1 INCH = 20 FEET �H OF /�A0 sy MICHAEL J. �y BORSELU � N9 .w o CIVIL L OT 1 (/194 BA Y LANE A No,3505 L/ES !!1'TH/N THE R/kFRFRONT AREA OF BUMPS 1?/1/ER. � Q's 7 EP PLOT PLAN FFss/ANAL FOR #194 BAY LANE PREPARED FOR SEPTIC SYSTEM VARIANCES REQUIRED: BARNSTABLE HARBOR BUILDERS IN 1. TOWN OF BARNSTABLE SECTION 360-1, MINIMUM SETBACK FROM SEPTIC SYSTEM COMPONENTS TO WETLAND AND COASTAL BANK, 100' CENTERVILLE MA GENERAL NOTES: 2. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO CELLAR WALL 10'. ACTUAL SETBACK T „ , 3. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO PROPERTY LINE 16. ACTUAL SETBACK 5' PLAN DATE: MARCH 20, 2013 PLAN SCALE: 1 =20 4. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO TOP OF COASTAL BANK 50'. ACTUAL SETBACK 31' �...,. 1. HOUSE NUMBER: 194 5. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO PROPERTY LINE 10'. ACTUAL SETBACK 5' CIVIL ENGINEERING �I,M U T WETLANDS PERMITTING 2. ASSESSOR'S NUMBER: MAP 186, PARCEL 75, LOT 1 WASTEWATER DESIGN COASTAL ENGINEERING 3. ZONING DISTRICT: RD-1 4/23/13 ADD SETBACKS FROM SEPTIC TANK TO WETLAND RESOURCES, HIGHLIGHT S.A.S. DIMENSIONS IN RED. TITLE 5 PLOT PLANS PIERS AND DOCKS 4. FLOOD HAZARD ZONES: C, B & A10 (EL.11) (F.E.M.A. MAP #250001-001 6D) Gj 1� 4/15/13 ADD RIVERFRONT NOTE, REVISE WETLAND. LAND USE PLANNING IN COMMERCIAL/RESIDENTIAL 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 4/4/13 ADD TOWN COASTAL BANK, ADD LIMIT OF WORK, ADD 50' SETBACK FROM WETLAND S6rWl7g Cope Cod and Southeastern Massachusetts 7. LOT COVERAGE BY STRUCTURES: 1,515 S.F./20,250 S.F. = 7.5% 3/28/13 REVISE EDGE OF WETLAND. 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax DATE REVISION PROJECT NUMBER: 13016 CAD FILE NAME: 13016SP DRAWN BY: L.M. SHEET 1 OF 2 I SOIL TEST RN/S11 GRADE SHALL BE 2�'M/N/MUM owR ALL SEPAL SY,s7Zw COMPONEN73' USE 4'D/A. SCHEDULE 40 Ply' OR CAST IRON PIPE Date of soil test: MARCH 13, 2013 20'M/N/MUM SE79,4CK FR61W EDGE 6F S70WE- TO CELLAR 04LL Test taken by. MICHAEL BORSELLI Results witnessed by. DEMERS Percolation rate: <5 MIN/INCH IN C LAYER Ground water: AT 120" IN TEST HOLE #2 REMOVABLE COVER SET TO WITHIN REMOVABLE COVERS SET TEST HOLE #1 TEST HOLE #2 9" OF FINISH GRADE (TOTAL OF 3) TO WITHIN 3" OF FINISH GRADE (TV. OF 3) 7 0" 0" ELEK = 15.0 ELEK = Alf n k` LOAMY SAND LOAMY SAND 12" 10YR42 12" 10YR42 B B E SSAN O2'PVC /NkERT ELEK 3' MAX. LOAMY SAND LOAMY SAND s 11.88 10YR76 " 42" / 42 10 YR 7/6 1500 GALLON JWTFIRSr SYOPE 04R/ES 2"LAYER a-1/8 70 1/2` 2 LEPEL S = .01 M/N. fYASHED STGWE C a SEPTIC -TANK 0 MEDIUM SAND ni ®®®® 0 ®®®® FINE SAND CM MEDIUM SAND p 4 AND 2.5 Y 4 D/ST. BOX 2.5EYS7/4 114 GLEYED SOILL 0114" , p p W INSTALL J14' TO 1 1/1' 120 OBSERVED HIGH WATER � U W 4i 00_9VED, CRUS�/ED STONE ALL 6.!' ' " " y, SET SER170 TANK AND DISTRIBUTION BOX it 1j AROUND OVAMBERS AND 00J#V ('S 132 132 W ON 6 LAYER OF CRUSHED STONE 1 W rO A/E,90n A/ OF 7HE CHAMBER W W SYS'IZM. REFER rO LAYYV,-OF 7f PROFILE SYSTEM F6W MORE DETAILS NOT TO SCALE _ � �A����/�' GROY/NDiY TER ELEK=45 BASIS FOR DESIGN: THE CONTRACTOR SHALL E.1'CAV.4IF 5'ALL AROUND AND OOWV TO THE (BO7TGm Or TEST HGLE EL.=¢0) C LAYFR (ESAM.4TED AS 2.5W AND REM04F ALL UNSUITABLE MATFR/AL L�SERkF,0 GROl/NOWA7FR AND REPLACE Hf77/ CLEAN COARSE SAND UP TO THE TOP OF THE TOTAL PAIL Y R OW/S BASED ON J BEDROOMS, NO GARBAGE D/SY�OSAL SYSTEM. THE REPLACEMENT MATER/AL SHALL CONFORM TO THE - - SPEC/flCA7TONS S�'T FOYTTH/N.T10 CMR 15.?55(3) �77TLE 5) 4„ 7?7TAL DA/L Y fZ 0!!'= 110 GPD/�EDROAI!X,3 BEDRa10111S = „�30 GPD - 90776W AREA PROPOSED = 10'rM'= 360 S.F. 2 - OUTLETS 1 3/4" 3 - REMORA LE 24 D/.4. COI�FRS REMOVABLE 24 D/.4. CDt�£R _ S/DE AREA PR�OSED = (2x.95x>D� t (2x.95x36) = 87.£F. s • '_,.•. •_ _ _ ,:-:.:_,_•- : .r_. _�; OUTLET INLET - �-•�„_TE,�OPEN AT TOP SET - ° TYPICAL OF 5 _ TOTAL LEACH/NG AREA PROPOSED = .Y60 -A 87= 447 S1. .3 MIN. )9?OW TANK COMER - c"" INLET KN0L7YAUT OUTLET KNOI;WLU'/ x N INLET 8.. APPL/CAAOYV RATE= 0.74 GPD/s;F. INGOT TEE SET OUjLET TEE SZ" z• 6 4" 10 MIN. BEL 0#' = DESIGN LEACH/NG CAPACITY= .74 x 447= ,U0.8 GPD > ,UO GPD LIOU/D LFkrL VpUpE O 1 2 OUTLETS N GAS BAFFLE 4 24" 24" PLAN VIEW CROSS—SECTION DB-5 DISTRIBUTION BOX (H-20 LOADING , NOT TO SCALE - -- ---- -- -- -- -- --- A - 0. 5,-_.2M:_ CONSTRUCTION NOTES• A I I 10'— 6' 5' — 8' 1. /NSTALLAAON OF PROPOSED SEPAL SYSTEM SHALL BE IN ACCORDANCE Of7H 777ZE 5 I I _ _ AND THE BOARD !�HEAL TH REGULAAaVS. F 1500 GALLON SEPTIC TANK H-10 LOADING 2 A COPY OF THE PLANS SHALL BE AVAILABLE 6W SITE FOR REFERENCE AT ALL AMES 7— NOT TO SCALE DURING THE/NSTALLAAON � 7HE SEPAL SYSW&.. 3 NO CHANGES 70 A/E DESIGN SHALL BE PERFORMED OfTh'DUr THE APPROVAL OF BOTH FALMOUTH ENGINEER/NG, INC AND A/E BDARO OF HEAL 7H II I 4. A/E SEPAL SYSTEM/S SUB.-CT 70/NSPECAOW BY FALMOUA/ENGYNEER/NG, INC I ( QX- kA OF 444 AND THE BOARD OK'AIZAL PI MICHAEL J. y 5. THE CON7RACTZW SHALL NOAFY FALMOU711 ENGINEERING, INC. AND THE BOARD LUF HEAL 711 SPECIFICATIONS. BORSELLI c 70 INSPECT PIE SEPAC SYSTEM PR/OR 70 BACKfILL. /N SOME INSTANCES MORE THAN ONCE Q • " 0 CIVIL � /NSPECAGW MAYBE NEEDED. THE CGWTRA076W SHALL OWL Y BACKF/LL THE PA?AOVS O r 7HE 8—0 v p No.35054 Z SYSTEM THAT HAkF BEEN INSPECTED AND APPROkNO BY,AALMGY/TH ENGYNEER/NQ INC AND 2" T 1.) CONCRETE STRENGTH F'C 4,000 PSI 0 28 DAYS. DENSITY 150 PCF. fi HE BOARD OF HEAL7 h! PLAN VIEW �- fiFs� 1 2.) CEMENT, PORTLAND TYPE I OR 111. ASTM C150-81. 6. IF THE 0ON7RA076W ENCOUNTERS ANY VAR/AAANS/N SITE WN,01776NS SUCH AS DIFFERING 0 3.) ADMIXTURES, AIR & PLASTICIZERS ® ASTM C233-82. SOILS I�JPOGPAPHY, !�-IZANOS OR OTHER CAD/J70NS THAT MAY REQU/RE RE—EVALUAAGW G3�' 6" THE DESIGN, THE CON7RAC70R SHALL /MMED/ATEL Y CONTACT FALMOUTH ENGINEERING; INC:® ® E3 ® ® ® ® 4.) REINFORCING ASTM A615 FOR WIRE FABRIC, GRADE 60 -BAR. ® ® ® ® Em M ® 5.) DESIGN LOADING AASHTO HS20-44. 4/23/13 REVISE BASIS FOR DESIGN. (30) 2" X 5 1/2" OPENINGSJ KNOCKOUTS FOR DATE REVISION FRONT VIEW SIDE VIEW BED INSTALLATION 4" PVC VENT PIPE SEPTIC SYSTEM DETAILS SCREEN —� FOR #194 BAY LANE 2'-9" $" PREPARED FOR " BARNSTABLE HARBOR BUILDERS 2 1/2 3 " MIN. 4 1/2 3/8" SLOTS FINISHED GRADE IN -d ' 4" DIA. CENTERVILLE MA —L -FLOW LINE �y PLAN DATE: MARCH 20, 2013 PLAN SCALE: AS SHOWN C7 C� 11 1/ s PITCH GVIL ENGINEERING O T, WETLANDS PERMITTING 2 1/4" N. 7771 J ?, 4" PVC VENT PIPE WASTEWATER DESIGN COASTAL ENGINEERING SECTION A—A SECTION B—B ` TITLE 5 PLOT PLANS . ` PIERS AND DOCKS TYPICAL FLOW DIFFUSOR DETAIL VENT PIPE DETAIL LAND USE PLANNING GINEE RI COMMERCIAL/RESIDENTIAL NOT TO SCALE NOT TO SCALE Serving Cope COd Ond Southeastern Massachusetts 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 13016 CAD FILE NAME: 13016DT DRAWN BY: L.M. ISHEET2 OF 2 i • C , pq 421-011 /cx� cn CO DECK z W � w 17'-2" 11I-10" 11'-7" Oo LIVING 5EDR©OM #i BEDROOM #2 m N C`i (y Cq N — — N — w DECK N _ N � N , ti Nu ' pq KIT HEN 1 © INLO ol BATH BEDROOM #3 \19LO 8�—��� 1211an m LU ol Z � Q U J LU — o LU )- J II'-q 1/211 30'-2 1/2" 0. Q "� % 2'-Qn > LU LU W Z EXISTING OCR N U �" G FLOOR PLAN SCALE-. 114" 1'-0" JOB: 1302 DRAWN BY: KW DATE: 3/20/13 RO 28 LOT 3 N/F 20 3.6 LISA M. MCNAMARA C2 A'(�o 'o 18.0 FLOOD HAZARD ZONE: Gp. C3;6 10 ..19.6 14.3 ox E 11.8 04 7.1 2 8.8 1 W5 5.9 44.0 0 S413-116�'02�"E IP 0 5 20 48 I 150.00, UNDO 8.8 0"\ A J, 14.3 CB/bH 0 3. A 9 C) -7 6 FOUND o ;rl" CELLAR CRAIG\ALLE TRANSECT A-A Re, o? BEACH co 17.4 LOT 2 3.6 --- PROJECT \ 15.5 1 - 11-1 SCALE: 1"=20' 9-4 PLANTER N/F LOCATION 0III JO-ANNE M. MURPHY BAY LANE CE HF14.8 1 1 ARBOR 103.7' 11.8 5.5 I > < m 20 3.7 IEW4 2�� 6 9 r- FLOOD HAZARD ZONE 01, 3 7 - EXISTING T 16.4 LOCUS A10 (�L 1 cu HOUSE #194\ r- > ZAZS)7NO &F-PW NOT TO SCALE F.F. 16.16 z -4 10 1 n -i TAW TO SZ- lt ;p;z 0 \ LL 8.20 rri 1 12Ar9.8 om ;u 11 Rn'okno 6.9 i -5.0x 7.203.6 x . PRopo-q-10 J500 0 35 7. 15.30 51 CALLOW -q-P)70 rANff 9 Zo Ar 7.0 8 > rn E�3 0 c 0 x 14. ErISIWO AA Zf,0 TRANSECT B-B F X ZZA011ING PIT R0W0kF PARCEL 25 0 b > CONCRETE 1IN17 0 0 r� - Z: rr. 16. 14.8' SCALE: 1"=20' di b Z M 2 01 8 N/F <: m to - k . - C'6W7 0 /WE RA076W SHALL z DECK EDWARD M. am 1 14.3 _fAVA YA)F 5'ALL AROUND 20 HOLTZMAN LOT 1 14-51 9. 15 x 3.8, AND A90ANV TO TIME 0 4.9 x 6.8 43 LATER (,-S)7WA7Z,_0 AS 14 3 PLANTER 3j FLOOD HAZARD ZONE 20,250± S.F. 54'± 25W AND RMOW ALL A10,(EL 11) 11N5l11,rA9Zf_AoW ITRIAL AND REPLACE NTH CLEAN 10 EW`2 63 COARSE SAW ZIP 70 THE Sk 10.4Ar 9.. 70P OF )77'f S)ZAI )NE _k- A409 11.3REPLACEMENT Ai(A)ZR- LEGEND. 0 I U/ TP 211 J �'Z OW,0117VSORS IAZ 1,19 14. WH 9'OF STONE ALL SHALL 06WF6WM TO )7VZ- k T SET FOR7H 0 27 1 AROUND AND 8Z ifffN S 0Z CROA 770,VS SE '_$ z X IN J10 OWR 15255(9) /6 0 112 1 11 1 EXISTING 2' CONTOUR �o 6-4 j�r (,7P,-c-5) 3.7 9 u� x 13.6 EXISTING 10' CONTOUR TRANSECT C-C. Off 10.9 JL lk' I ;t SCALE: 1"=20' .9 X 8.5 U) 10 It x 12.2 / " I (n 1 5 EW1 P190100561-0 TELEPHONE,,,'41j I N 51 )ZZ,-, 110NE EXISTING SPOT ELEVATION 3.8 Z IN '�l /_z� I �4 " I CA9 AND -Z,--C7R1C Ll z Z,- 20 4.8 ./co PP EXISTING UTILITY POLE FLOOD HAZARD ZONE 6.8 10.0 0 10 / X `lz: A10 (EL 11) /4,; EXISTING HYDRANT CB/DH 10 N43*16' 2"W V----- 12--_ 1 CB/DH 1 150.00' FOUND FOUND CB/DH CONCRETE BOUND WITH DRILL HOLE 21 2 9.1 GUAIRDRAIL 11.4 GRA 15.0 FOUND -------------------- 0 9.4 �l 0.3 EXISTING .GAS LINEc PAVEMENT CATCH 10.2 P6 0 20 35 BASIN 10.5 "' 11.1 TRANSECT D-D BA RIM=10.18 (40' WIDE) 11.4 SCALE: 1"=20' \70 LANE NOTE - CATCH EDGE OF - PA)91MIENT THE CONTRACTOR SHALL 0Z_)Z_R&1NZ_ /7/,E Z 00A)7ON OF WZfX1577NO WA 1ZR SZ?k76Z BSIN RIM=A10.19 AND Sl-Ef-kf-IN ALL AREAS LESS 71-IAN 10 20 6.4 12.8 FROM THE PROPOSED SEPTIC SYSTEM. 0 10 20 40 FLOW HAZARD ZONE CB/DH A10 (EL 11), FOUND CB/DH BENCHMARK FOUND 10 14Ar _ TOP OF HYDRANT SCALE: 1 INCH 20 FEET 1 1�1__ 0.9 EL. 13.45 0 0 ri I I 0 18.5 35 PARCEL 77 PARCEL 11 TRANSECT E-E. SCALE: 1"=20' PLOT PLAN FOR #194 BAY LANE PREPARED FOR SEPTIC SYSTEM VARIANCES REQUIRED: BARNSTABLE HARBOR BUILDERS IN 1. TOWN OF BARNSTABLE SECTION 360-1, MINIMUM SETBACK FROM SEPTIC SYSTEM COMPONENTS TO WETLAND AND COASTAL BANK, 100' CENTERVILLE MA GENERAL NOTES: 2. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO CELLAR WALL 10'. ACTUAL SETBACK 7' 3. 310 CMR 15.211 (1) MINIMUM SETBACK SEPTIC TANK TO PROPERTY LINE 10'. ACTUAL SETBACK 5' PLAN DATE: MARCH 20, 2013 PLAN SCALE: 1"=20' 4. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO TOP OF COASTAL BANK 50'. ACTUAL SETBACK 31' 1. HOUSE NUMBER: 194 I" - ll� ' WETLANDS PERMITTING 5. 310 CMR 15.211 (1) MINIMUM SETBACK SAS TO PROPERTY LINE 10'. ACTUAL SETBACK 5' , CIVIL ENGINEERING Ic AljELLI. 2. ASSESSOR'S NUMBER: MAP 186, PARCEL 75, LOT 1 011S L B WASTEWATER DESIGN COASTAL ENGINEERING 3. ZONING DISTRICT: RD-1 C) CIV 5054 TITLE 5 PLOT PLANS PIERS AND DOCKS 4. FLOOD HAZARD ZONES: C, 8 & A10 (EL.11) (F.E.M.A. MAP #250001-0016D) GI EE TIAL 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. LAND USE PLANNING COMMERCIAL/RESIDEN 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. S&-W17g Cope 00d and SOUtheOSt&-n MOSSOChUSO&S 7. LOT COVERAGE BY STRUCTURES: 1,515 S.F./20,250 S.F. = 7.5% 3/28/13 REVISE EDGE OF WETLAND. 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax DATE REVISION PROJECT NUMBER: 13016 r CAD FILE NAME: 13016SP DRAWN BY: L.M. SHEET 1 OF 2 r r RIVISH GRNOFSHALL BE'2T MINIMUM Of2�R ALL SEPTIC SYSI£M COMPONENTS SOIL S USA 4"DI,4. SCHEDULE 40 PVC OR CAST IRON ROIL- Date of soil test: MARCH 13, 2013 20'MINIMtlM SETBACK FROM EDGE ac S7GYVE 70 CELLAR WALL Test taken by MICHAEL BORSELLI Results witnessed by. DEMERS Percolation rate: <5 MIN/INCH IN C LAYER Ground water: AT 120" IN TEST HOLE #2 REMOVABLE COVERS SET TEST HOLE 1 TEST HOLE 2 REMOVABLE COVER SET TO WITHIN TO WITHIN 3" OF FINISH # # 9" OF FINISH GRADE (TOTAL OF 3) GRADE (TYP. OF 3) 0„ on E/.E`Y. = 15.D £LEY. - 14.0 pfA 0 A '' ' '• * a ���� -a LOAMY SAND LOAMY SAND 12* 10 YR 4/2 12 10 YR 4 2 " £X/S17NG 4"PYC 1#kF r 1Zz 3' MAX. B g S = .02 LOAMY SAND LOAMY SAND LA 42„ 10 YR 7/642» 10 YR 7 f 6 ,5 'T FIRST SLOPE VARIES 2"L 0ER OF 1/8' TO 1/2"1500 CALLON 2'LEY£L S = .01 MIN.SEPTIC TANK Nano 0 mogmMEDIUM SANDh N ELEK = 10..9,3 MEDIUM SAND FINE 2.5 Y 7N4 _O a N D/ST. BOX 4 FINE 'SAND 114 GLEYED SOIL 0 114' 2.5 Y 7 4 N. INSTALL .3/4" -O 1 1/2" , f 120 OBSERVED HIGH WATER. p --- - _ .._-- � II it WAS,HQ7, CRII-WED SMV-r ALL (5s /N J SET,5EP)70 TANK AND D/STf�/BV770N BOX �. ARG�f/ND QVAV&WS AND 90011 132" 132" W ON 6"LAYER OF CRUSHED STONE W W TO 711E B0771.3t/ Gib' 7tIE G7YAMBER PROFILE s,, SYs'lEM FCW MGWE DETAILS E3'77MA7E0 111QV G?alNDiY TER EWY 4 5 NOT TO SCALE GLEYED SOILS Z N11E CO3V7RACr6W_qV,&L EXCAYA7F 5'ALL AROUND AND 00,WV AO 7NE (907TOA( OF TEST HOLZ-£L.=4 0) BASIS FOR DESIGN: C LAYER (ESnMATED AS 2.5W AND REMOY£ALL UNSUITABLE MA7FR/AL OBSERt2rD CROIJNDWA7FR AND REPLACE W7H CLEAN COARSE'SAND UP TO NE 76P OF 7HE SYSTEM THE REPLACEMENT MATER/AL SHALL CIaVfLi4M TO TJ�/E A07AL DAILY ROW IS BASED GbV,3 BETiWOQ!/.� NO GARBAGE"DJ5)°OSAL SPEGYflCAT7GWS SET FGW7H IN 310 GN/R 15255(3, (A7LE 5,) 4* TOTAL L7A/L Y fZOW= lio GY�D/R£DROIpt/ r 3 BEawOwS = 330 !0Y'D 2 - OUTLETS 1 3/4" BOTTOM AREA' PROPOSED = 360 S.F. 7 - REMOVA LE 24"D/A. COVERS ' RWDYA6VE 24'DIA. COYFR - OUTLET 'r INLET ,ODE AREA PRL3�OSE0 = 87 S.F. :+ . }.a••. ,. ...•: _ = �' - ,:�-`- •�=• .•.;; __' ` --4 TYPICAL OF 5 OPEN AT 7aO SET o INLET ,g N • ~�_-AMIN. FROV TANK COY£R. TOTAL LEACNING AREA PROPOSED = 447 S.F. INLET KNG'GKGY/T t / L fiTGl7LET KNGIrYc'OY! `�' 6" • 4" APPLICATION RATE= 0.74 GPD/447 Sr INLFT TEE SET OUTLET TEE°SE _ .• "� 10 M/N. BELOW 14'"BELDII� ' ; -• DESJ'GW LE40VINC CAPACITY= .7307 GPD .> JJO 090 L/QU/D LEY£L LIIX/ID LE1�L � °a 2 - OUTLETS GAS BAFFLE ._ I I 24* 24* � PLAN VIEW CROSS-SECTION ,t - � � --5 H-- LOADING) DB DISTRIBUTION BOX C 2= _ _,_:_• _,, . ,�-,•, NOT TO SCALE d I- ------ ---_-- __-_-- --- - A 1D._ a. 5, 2- + I 1D• -- 6" 5' - 8" CONSTRUCTION NOTES: A i - �. I 1. /NSTALLAe70V Lar THEPRGY'O,SED .SEP77C SYSTFA!"WL BE IN 40KOW "X b17N TITLE 5 � 1500 GALLON ' SEPTIC TANK CH-10 LOADING) AND 7HEBOARD AF"HEALTh'REGULA77lt1<£ -- ^�-NOT TO SCALE 2 A COPY OF 111E PLANS SHALL BE AYANABLE La'V_7)T FGW REFERENCE AT ALL AME3' -- v DURING THE/NSTALLA17aV OF THE S2rP7/C SYSTEM. j I I A 5 NO CHANGES 70 WE 4L 76)V SHALL BE PERFUMED Of7tI0UT WE APPROVAL OF BOIH I FALMOU7H ENGINEER/NQ INC AND 7NE BOARD GIB llEAL 7N. OF rblg5��.y� MICHAELJ. y 4. IHE,5EP77C SYSTEM IS.SU9.007 TO/NSPEC71OV BY 4LM014W ENGYNEERlNG INC. L_-_--_-__ ------- - ZF BORSELLI u� 4NL7 TNEBOARO LlF 11EAL7N. SPECIFICATIONS 9 f,o 3'���Q Z 5 >NE CDNTRACTGW _9VALL NOI7FYFALMOYJ7H£NGVN£ERINGs INC AND NE BOARD OF HEAL7N 8'-0" * AEG cnO,�ST EF�t. 4 TO INSPECT.THE SEP77C SYSTEM.PR/014 l?7 BALWf7LL. /N SGDt/E INSTANGZ�"S, ML1'7E THAN OA/E 2 1.) CONCRETE STRENGTH F'C 4,000 PSI 0 28 DAYS. DENSITY 150 PCF. FF���IONALEN�' SYSTEM 7NA4T HAY£ 3pE 7ED ANO ,4RAW WV,&.y r&MOII N V6YNE£RI�n�C. AND E PLAN VIEW 2.) CEMENT. PORTLAND..TYPE I OR 111. ASTM C150-81. TN£BOARD GD�'HEALTN 6" 3.) ADMIXTURES, AIR & PLASTICIZERS 0 ASTM C233-82. 6.' IF IYc COiV7RAC7W.ENCa1NlERS ANY YARIAAONS IN SIT£CDND/AG7VS; SUCH AS DIFFERING ® ® 4.) REINFORCING ASTM A615 FOR.WIRE FABRIC, GRADE 60 BAR. , SOIL. 77JPOGRAPHY, 00ZANOS I,JRR OTHER CW,01P0NS THAT MAY REQUIRE RE-EYALUA770N OF ® ® ® ® ® 5.) DESIGN LOADING AASHTO HS20-44. 7HE DESTGY, THE G16V7RAC 1? SHALL /MMEDIATEL Y CONTACT FALMOUTl1 ENGINEER/NG, /NG: ® ® M Em g* , (30) 2" X 51/2" OPENIN �--{ KNOUTS FOR SEPTIC SYSTEM DETAILS BED INSTALLATION FRONT VIEW SIDE VIEW ��•- 4" PVC VENT PIPE FOR #194 BAY LANE SCREEN _�/ PREPARED FOR 2r-g* �.. " 3' BARNSTABLE HARBOR BUILDERS 2 1/2IN 4 1/2" 3/8" SLOTS -~- �` MIN. FINISHED GRADE CENTERVILLE MA C3 7 _ =-: - PLAN DATE: MARCH 20, 2013 PLAN SCALE: AS SHOWN W-0FLOW UNE - I r 1� C� CIVIL ENGINEERING O r r WETLANDS PERMITTING �7 2 1/4" PITCH WASTEWATER DESIGN COASTAL ENGINEERING �- 4" PVC VENT PIPE , SECTION A-A SECTION B--B TITLE 5 PLOT PLANS .�,� ��� PIERS AND DOCKS ZNEER TYPIQAL FLOW DIFFUSOR DETAIL VENT PIPE DETAIL LAND USE PLANNING COMMERgAL/RESIDENTIAL NOT TO SCALE Serving Cape Cod avid southeastern Massachusetts NOT TO SCALE 141 LOCUST -ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 13016 CAD FILE NAME: 13016DT DRAWN BY: L.M. SHEET 2 OF 2 n M� O 42'-0" 24'-0" 12'-0" 4'-6" W 00 6x6 P.T. POST GALV. METAL POST ANCHOR ^l 24"x24"x48" CONCRETE PIER W/ `- V 26" "BIG FOOT" FOOTING TY . - — - - - -- - — - - - - : EXISTING I 10" CONCRETE WALL 96"x80" SLIDER EXISTING I �I 10" CONCRETE WALL EXISTTNG I ill 10 CONCRETE WALL CID CID 3, III • ` •• III (,• . U III v O III I O III(y (V FINISHED M BASEMENT III. PT 2x10s I ( II �° I 16 O.C." _° ( — A. --- ----- NEW COLUMN Q PST UPCID @ ,n I CENTER ON ON EXISTTNG IITO RIDGE N I =_. TING NEW GABLE NEW FLUSH --f EXISTTNG FLOOR BEAM I I II II II- I� FLOOR BEAM L — J L� _ - L� — —I - 1 2-2x10 GIRDER 6x6 P.T. POST GALV. METAL POST ANCHOR 12" "BOND TUBE" PIER W/ 28" "BIG FOOT" FOOTING TYP. U U :.: O � O _ - _(j o l,a) I iL 1 1 mg ) l - - - - - - - - - - — — — N J EXISTING 10" CONCRETE WAL BATS 4 EXISTING 10" CONCRETE I ' s.., L q \ W LA ®A 1 I �— i 6x6 P.T. POST GALV. METAL POST ANCHOR > Q- 12" "BONO TUBE" PIER W/ 28" "BIG FOOT" FOOTING TYP. 11'-9 1/2" 30'-2 1/2" 42'-0" FO U N D.ATO N -PLAN SGALE: 114" -1'-0" JOB: 1302 DRAWN BY: KW DATE: 4/17/13 �1 W N 42'-0" S2 6'-2" 7'-10" W 00 I -' 26'-(o 1/4" 1 15'-5 3/4° `u; DINING ,®1 W Ll MASTER GAS o o BEDROOM 7a) M HARDWOOD `�My' -✓� O 0 VAULTED CEILING I I w Nz— _ _ .... LIVING I KITC�4EN HARDWOOD I HA DNOOD I ro ►�/r SCREENED PORCH{ � i I I 0G)l 11 PST UP a co � ! I I O RIDGE REF. - Q cn e 1114.0 11'-q 1/2" 14'- 3/4" 6'-10 1/21,� 48 16 2(- m i FLOATING UPNt ABOVE j _24x24 N — ----� --===r� D. A NDR w. — �, MASTER O co ENTRY - 2! BATP TILE � 20 a' m _ g- 0 — 46" 2'-8" m '-3 /4" -�' - 1/2 BATH m TILE Lo i u i u i u i y ' ►n 6 -0 1/4 4 -8 1/2 (o -10 1/2 — 8 -7 1/4" Lo n i C z U � 1 —wi LU Z 7'-0" 7'-0" 6'-1 1/4" 5'-8 1/4" 7'-11" 7'-8" 4'-4" CL 56'-0" 1 (n , Q.- A 6- W = S2) � Z W U FIRST FLOOR PLAN A3 SGALE: 1/4" = 1'-0" JOB: 1302 DRAWN BY: KW DATE: 4/17/13 0 V 1 42'-0" o 15'-q" 7'-10" C)o a w � N ------------- 11'-11 1/2 14'-11 1/4" �� 15'-1 1/4" cy-) BEDROOM #1 BEDROOM #2 O OPEN TO 61-0 3/4II iv BELOW MOM - PST UP 2 2 . PST UP 0 04 2 o _ TO RIDGE O RIDGE 2 - — — E i I III ° co LINEN III - _ M _ F17717RAIL 2p 2p -- 5'-10 1/4" 2 6 2'-8 3/4 ll'-5 1/2" I I I I m — I I FLOATING I I I I DORMER ABOVE I w I LL====-T= PALL BATP _ N — , Cil Lo Lo m — w U > 6- W l.t_I ll'-q 1/2" V-2 112" 12'-3 1/2" V-2 1/2" 42'-0" SEGOND FLOOR PLAN SOALE: 1/4" 1'—O A4 JOB: 1302 DRAWN BY: KW DATE: 4/17/13