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HomeMy WebLinkAbout0253 SEA VIEW AVENUE - Health 253�-Sep View,Avenue-�' �. sOsterville i I ` � r •R E'ric�2±�1►1::43__Psi 231 4�17337 DEED RESTRICTION 133-22-2006 & 03: 45P WHEREAS, George D.Jones,James B.Jones and Jean Jones Chen,Trustees of the Cape Property Realty Trust u/d/t dated March 1, 1994 and recorded at the Barnstable County Registry of Deeds in Book 9095,Pages 138-144, having a mailing address of 353 Lindsay Pond Road,Concord, Massachusetts,01742 are the owners of the land together with the buildings and improvements thereon situated at 253 Sea View Avenue,Osterville,Barnstable County,Massachusetts,02632,(&L.a.Parcel 19 on Assessor's Map 138)and more particularly described in Deed Book 9095,Page 147 recorded at the Barnstable County Registry of Deeds. Said parcel containing 0.34 acres of land,more or less,according to said Assessor's Map;and WHEREAS,We,as owners of said Parcel 19 have agreed with the Town of Barnstable Board of Health to a restriction on the number of bedrooms that can be included in any home now existing or hereafter constructed on said parcel as a condition to obtaining a disposal works construction permit for the on-site septic system repair/replacement/installation on said parcel pursuant to State Environmental Code,Title V, 310 CMR 15,000 et.seq.;and WHEREAS, the Town of Barnstable Board of Health as a condition to granting the disposal works construction permit is requiring that the agreement to restrict the number of bedrooms in any home now existing or hereafter constructed on the parcel be put on record with the Barnstable County Registry of Deeds by recording this document; i i NOW, THEREFORE, We do hereby place the following restriction on the above referenced parcel in accordance with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: 1. Any home now existing or hereafter constructed on the above-referenced Parcel 19 shall contain no more than six(6)bedrooms. We agree that this shall be a permanent deed restriction affecting the above-referenced Parcel 19 also known as 253 Sea View Avenue,Osterville,Barnstable County,Massachusetts,02632 as described in Deed Book 9095,Page 147 recorded in the Barnstable County Registry of Deeds. This restriction may be released by the Town of Barnstable's Board of Health should regulations change or sewer become available.. For our title see Deed recorded at the Barnstable County Registry of Deeds in Book 9095,Page 147. Executed as a sealed instrument this. (n tb day of A-U_V- ,2006 n Geo D.Jon ,-Trustee of th ape Property Realty Trust Commonwealth of Massachusetts 2 ,SS. Date: 2006 On this— day of 'r''L 2006, fore me,the under igned notary public,then personally appeared before me Proved tome through satisfactory evidence of id tifieation, hich was �l�J7v„_ h �P,e sc s,o ti 1& to be the person(s)whose name is signed on the preceditqor attached document,and acknowledged to me that they sign tarily r its s ose. Notary Public ,.~ kdole My Commission Expires: BARNSTABLE REGISTRY OF DEEDS r LETTER OF TRANSMITTAL JC Engineering. Inc. ��o Civil&Environmental Services 2854 Cranberry Highway �(A}w Telephone: 508-273-0377 E. Wareham,MA 02538 Facsimile: 508-273-0367 TO: Town of Barnstable _ DATE: 3/23/06 JOB NO. 983 Board of Health _ RE: Proof of Recording of Deed Restriction 200 Main Street _ for 253 Sea View Avenue Hyannis,MA 02601 Osterville,MA WE ARE SENDING YOU: x Enclosed _ Under separate cover via x the following: Report Prints Brochures Shop Drawings Specifications Copy of Letter Change Order Contract Documents �a Enclosed,please find a copy of proof of recording.of the DeedRestriction for 253 Sea View Avenue, v Osterville,MA-The Deed Restriction was recorded in the.Barnstable County Registry of Deeds on March 22;2006 in•Book 20843,Page-231........W.__.... . _ -- , If you have-any questions,please contact our office.. Z- THESE ARE TRANSMITTED as checked below: For Approval _Resubmit Copies for Approval X For Your Use _Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS COPY TO: File,Jones,G,Jones,J, Avery, SIGNED: Macomber,Conservation Commission Re ecca R.Figueroa,Office Mb4ger TOWN OF BARNSTABLE LOCATION 2 �f3 5e.4 Vl e w A 1/ SEWAGE# 15 5 VILLAGE 8 5%e R VIl d ASSESSOR'S MAP&PARCEL r INSTALLERS NAME&PHONE NO. SEPTIC TANKCAPACITY D LEACHING FACILITY: (type) y Ly eel-S (size) �'D• /X.`9`— o� NO. OF BEDROOMS _ OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY c ?z �p O No. /✓S Fee COMMONWEALTH OF MASSACHUSETTS ' Entered in computer: ' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLk,,Mk5 CHUSETTS 01ppYication for 0i5po.5ar *potein ton!tructiott Bermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ED Complete System El Individual Components Location Address or Lot No. C sQ 'LW Owner's Name,Address and Tel.No, y� 'QQ y-� Assessor's Map/Parcel I � s�V J • 5 C U6 ..�® CA J� Installer's Name,Address,and Tel.No. ��$ �,�33�� Designer's Name,Address and Tel.No. S'. ' vonbe - wnd Son vJ q_K-6mA fft Type of Building: Dwelling No.of Bedrooms LP Lot Size sq.ft. Garbage Grinder( ) Other ape of Building No.of Persons Showers( ) Cafeteria{ ) Other Fixtures Design Flow �QCD fl gallons per day. Calculated daily flow gallons: Plan Date Number of sheets Revision Date Title Size of Septic Tank -----Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable rJ141<9 1 tC Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and noC to place the system in operation until a Certifi- cate of Compliance has been issupdby thi Bo f Health. Signed Date LJ Application Approved by Date Application Disapproved fo the following reasons Permit No ��� /.S° Date Issued VA) - UDII1� I JS �JV' G 1�� Fee v No. _ / 7 T�iE Ori'dMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLEs MASS:ACHUSETTS 3pprication for Mioozal *pe;tem Congtruction Permit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) 0 Complete System El Individual Components Location Address or Lot No. G�� Owner's Name,Address and Tel.No. �� � . 'fond.. Assessor's Map/Pazc.1 1 5 S Z.�t16`7G o\�Ll2 Installer's Name,Address,and Tel.No. s08�)�t 71�--33'1,q Desig"ner s Name,Address and Tel.No. box . �'1.s�.ct�w�beR' o.md Sam C t I I Type of Building: / Dwelling No.of Bedrooms (�n Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ADC O 9 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank ]c)nQ Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) .�ri�Jt� Cn )� n�f A 1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b thisBoard-of Health. Signed Date Application Approved by r n Date Application Disapproved for e following reasons Permit No, t�I(? ���� Date Issued � U 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired ( Upgraded( ) Abandoned( )by ti G, at fl 5� s)-Qxu 0 has been constructed in a cordance with the provisions of itle and the for Disposal System Construction Permit No. p0 -/ sedated �/ u Installer ?� ran r �1 Designer ~ o IR 61:3' The issuance of this perm/its 11 not e/�onstrued as a guarantee that the syste w� nction as designed. Date 4 1�,( 42 Inspector�+�.�J - --------------------------------------- No. Feel- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Miopo.5al *proem Construction Permit Permission is hereby granted to Construct,( )Repair( Upgrade( )Abandon( ) System located at�`�S W otiy t,�e�A,,� .,� . ��t�.�za �� D and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions, Provided: Construc7//'() n must be completed within three years of the date of th' Dater L_ A Approved by + f INS r Town of Barnstable syex.��tinyy�+ KA N ,iialltZ.ATYi,Y ! Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul J.Canniff,D.M.D. March 6, 2006 Mr. John L. Churchill, Jr., P.E. JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE 253�Sea -Ave, nue steru�lle MA Dear Mr. Churchill, You are granted multiple conditional variances on behalf of your client, George Jones III, James Jones, and Jean Jones Chen, to construct a replacement sewage disposal system at 253 Sea View Avenue, Osterville, Massachusetts. The variances granted are as follows: i/ 310 CMR 15.211: The soil absorption system will be located zero (0) feet away from the front northerly property line in lieu of the minimum ten (10) / feet separation distance required. 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the easterly property line in lieu of the minimum ten (10) feet / separation distance required. 310 CMR 15.211: The septic tank will be located five (5) feet away from the easterly property line in lieu of the minimum ten (10) feet separation distance required. Section 360-1: The leachingfacility will be located 94.5 feet away from the to Y Y p of a coastal bank, in lieu of the minimum 100 feet setback separation distance required. Section 360-1: The septic tank will be located 81.3 feet away from the top of a coastal bank, in lieu of the 100 feet setback separation distance required. Q:WP/ChurchillJones2006 These variances are granted with the following conditions: No more than six (6) 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. (�) The applicant shall record a properly worded deed restriction, signed by v the owner of the property, at the Barnstable County Registry of Deeds restricting the property to six (6) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a.disposal works construction permit. The septic system shall be installed in substantial compliance with the revised engineered plans dated February 27, 2006. (4) The professional 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 engineered plans dated February 27, 2006. These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to its close proximity to Nantucket Sound. The proposed system will be placed against the northerly property line to maximize it's separation distance to the wetland. Thus, the proposed plan appears to meet the maximum feasible compliance standards contained within the State Environmental Code, Title 5. Sincerel yours, I Wa ne iller, M.D. Ch irm n Q:WP/ChwchillJones2006 'Su6mit�by�EmaIIF,;` DATE: 1131/O-6 �-t p / Q' FEE: O si : BARNff ABm F 16 39. Town of Barnstable REC.BY�d� SCHED.DATE: ��g� - Iyu Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 253 Sea View Avenue,Osterville,MA Assessor's Map and Parcel Number: 138-19 Size of Lot: 14,810 s.f. Wetlands Within 300 Ft. Yes x Business Name: No Subdivision Name: APPLICANT'S NAME: John L.Churchill,Jr.,P.E. Phone 508-273-0377 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON ry Name:George Q.Jones II1,James B.Jones,Jean Jones Chen Name: John L.Churchill.Jr..P.E. Trustees of the Cape Property Realty Trust JC En neerin Inc. Z'' 7�1 353 Lindsay Pond Road,Concord,MA 01742 _i Address: Y Address: 2854 Cranberry Higlin�ay � p East Wareham.m MAt h Z Ln Phone: 1-800-732-9888 Phone: 508-273-0377 � W tT7 VARIANCE FROM REGULATION (List Reg). REASON FOR VARIANCE (May attach if more space nee ed) 310 CMR 15.211(SAS to front property line) to provide greater setback from coastal bank 310 CMR IS 211(SAS to side property line) to provide minimum setback from existing water line 310 CMR 15.211 (septic tank to side property line) to provide greater setback from coastal bank Article I.Section 360-1(SAS to coastal bank) see attached plan Article 1 Section 360-1(S T.to coastal bank) see attached plan NATURE OF WORK: Repair of existing septic system which does not meet Barnstable regulations Checklist (to be completed by office staff-person receiving variance request application) ` Please submit copies in 4 separate completed sets. t/ 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 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) 15'x 14'± 15'x 18'± LIVING AREA LIVING AREA 9'x 10'± } KICHENETTE 8'x 16'± KITCHEN 16'x 12'± co LIVING AREA J UTILITY = 7'x 12'± cIn ROOM LAUNDRY ROOM 10'x 12'± 8'x4'± 11'x 12'± STUDY BATH B.R.#1 FIRST FLOOR 13'x12'± 10' x121± B.R. #2 B.R.#3 HALL Tx 10'± BATH 211x12'± 21'x11'± 21'x8'± 21' x15'± B.R. #4 B.R.#5 BATH B.R. #6 U) Q F- SECOND FLOOR Floor Plan of 253 Sea View Avenue, Osterville JC Engineering, Inc. 2854 Cranberry Highway January 20, 2006 E. Wareham MA 02538 Prepared for James Jones (508) 273-0377 T LETTER OF TRANSMITTAL JC Engineering Inc. ; Civil&Environmental Services 2854 Cranberry Highway ipv Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 TO: C3—,—ard n of Barnstable _ DATE: 01/20/06 JOB NO. 983 of Health RE: BOH Variance Package 200 Main Street 253 Sea View Ave,Osterville,MA Hyannis,MA 02601 WE ARE SENDING YOU: X Enclosed Under separate cover via X the following: Report _Prints _Brochures Shop Drawings Specifications —Copy of Letter —Change Order Forms Please find enclosed the following for your review and approval: 1. four copies of an executed variance request form 2 )four copies of septic system design plan dated January 17,2006, 3.) four copies of labeled dimensional floor plans 4)one signed representation authorization letter, 5.)one executed Soil Suitability Assessement for Sewage Disposal form, and 6.)one check for$85 (variance request fee). THESE ARE TRANSMITTED as checked below: X For Approval _Resubmit Copies for Approval For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS Should you have any questions,please feel free to contact our office. Also,we understand the hearing date and time is scheduled for February 28,2006,providing that abutters receive notification of the hearing at least ten days prior to hearing date. Please call our office to confirm. Thanks. COPY TO: File(I),Jones(1),Avery(1) SIGNED: Michael Pimentel, E.I.T. Aik s. .—— r f x George D. Jones, James B. Jones and Jean Jones Chen Trustees of the Cape Property Realty Trust 353 Lindsay Pond Road Concord, MA 01742 January 4, 2006 Board of Health Town of Barnstable 200 Main Street ---- Hyannis, MA 02601 Re: Declaration of Authorization Dear Members of the Board: Let it be known that we, George D. Jones, James B. Jones and Jean Jones Chen (Trustees of the Cape Property Realty Trust), do hereby authorize JC Engineering, Inc. of East Wareham, MA 02538 to,represent our interests regarding the upgrade of the sewage disposal system located at 253 Sea View Ave, Osterville, MA in meetings both public and private. Sincerely, �7 James B. Jones On Behalf of the Trustees of the Cape Property Realty Trust il , x W:UOBS-ACTIVE\983-253 Sea View Avenue(lones)\Board of Health\Variance Request\Authorization Letter.doc 02/28/1994 02:26 508-790-1578 •J.P.MACOMEER & SON PAGE 03 Town of Barnstable Regulatory Services Thomas F.Geller,Director Public Health Division Thomas McKean,Director- 200 Main Street,Hyannis,MA 02601 ; Offka: 509-862.4644 Fax: 508-790-6304 Installer& Desiaer Cerfificafign ForM r SC (;n ioez:i,,1 .1-nC. - Designer. 5 b� � Installer: ��` Address: 2�654 Cca✓►1r�err��l� tnw� Address: C• JtA. Oz 310, Z �Z(Q32, 4n �c)-6e_A r was issued a permit to install a (date) inst er)- septic system at 253 Sea uieKr P�'� o skf�itl a based on<a design drawn by (address) SCE" �nee;dn� , sync dated Tan. 17�.2Gt1f� ( i2eu;szcl,r 2-2- -0(, designer) V/Lcertify that the septic system referenced above was installed substantially accor- to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic systeztl)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. OFF , v % �° JOHN L. CHURLHitl I 8 lgnatme) } " CIVIL N a'1807 PLIper s igaa ( x Design . s Stamp Here) SE RETURKA0 BARNSTABLE.FYML • = ALTH_01MION. CER MCATE, WVCOWL><ANCM WILL NOT BE ISSUED UNT AND A,S- ` BUIL RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION: TRANK Y U. Q:Heeltb/septidDesiper CertlScation Form TOWN OF BARNSTABLE LOCATION,'2 f 3 S e A 1//a w A 1/ SEWAGE# (g J5 5 " VILLAGE o S%e R V>11 C ASSESSOR'S MAP PARCEL 13? INSTALLERS.NAME&PHONE NG. SEPTIC TANKCAPACITY / S'0 4) LEACHING FACILITY:(type) (size) S a• /NO.OF BEDROOMS OWNER PERMIT DATE: b COMPLIANCE DATE: Separation Distance l3etvveen the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY I t NJ JI s ti r Town of Ba-rnstable P# ' P�°�Teti Department of Regulatory Services snaWsrABM Public Health Division ;pate MASS. a 200 Main Street,Hyannis MA 02601 Q) i6;9• pTfD MPt A -Date Scheduled— / +' ;Time Fee Pd. a�Soil-•Suitability Assessment for Sewage D' osal PerfonnedBy PIMF Witnessed By: LOCATION & GENERAL INFORMATION Location Address Sec Ul�ev �fQ }r� Owner's Name [� �+Me—t WA Address • .:,. �- - . Lo�1Cc.2'� tb'Vlt'� ©l'�E'c'�sL --- Assessor's Map/Parcel: 1`5 /01 q Engineer's Name En c.G NEW CONSTRUCTION REPAIR Telephone Land Use pZ e5 DEhITI AL_ Slopes(%) 9'g Surface Stones Distances from: Open Water Body >j.Q D.c ft Possible Wet Area > tl Drinking Water Well S� ft Drainage Way > ASV ft Property Line _10 ft Other ft SVXTCH:(Street name,dimensions of lot,exact locations of test hole &perc tests,locate wetlands in proximity to,holes) i - � �• TP sue' ��oE• TP 2 g MAP 138 N �� /.• . PPR'819 / .810&Fs r MAP 138 SO'COASTAL PARCEL IS BANK OFFSET ._./ N/F MORRISON _ .� .'--TOP OF •/ COASTAL ! BANK MAP 138 / I. PARCEL20 N/F JONES / s1 NANTUCKET SOUND - EL='2.0'i EDGE OF WATER // TAKEN 1/16106 - @ 12:00 PM (� Parent material(geologic) 011r vv A$ti Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 7 Weeping from Pit Face Estimated Seasonal High Groundwater 7 i 20 Ir DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: W Prh 1P Wt0`iT S 7 l2 0in. Depth Observed standing in obs.hole: — in. Depth to soil mottles:Depth to weeping from side of obs.hole: in. Groundwater Adjustment y R• Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date I .9 Ob Time 1 Observation I7 a Time at 9" Hole# t� Depth of Pere /! Time at 6" ' 36 54 3G'-5� Start Pre-soak Time cr 11'l5.4 ��` qN Time(9"-6") End Pre-soak ak'm jl ` Af'1 NC ;>D 11 W a/{ 6-AU C`NS l , vN�k13!-lam -(O PfL2 -So�4 I�. Rate Min./Inch 7� VIVI �A/1 h N55vMed 1 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 no the Barnstable Conservation Division at leant one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# 1 Depth.from Soil Horizon SoirTexture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. G°onsistenay.0%Graveh... FILL - 1 3� G i Dig 5�8 /t�'0 o L.� roved DEEP OBSERVATION HOLE LOG Hole# ' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) - (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency %Gravel) __ 5 o I (C DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistences %Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet o naturally occurring pervious material exist in all areas observed throughout th of area proposed for the soil absorption system? _ e S If not,what is the depth of naturally occurring pervious material? Certification I certify that on 10�27-9 g (date)I have passed the soil evaluator examination approved by the at the above analysis was performed by me consistent with Department of Envirorunental Protection and th the required training,expertise and e erience described in 310 CMR 1.5.017. Signature Date l -23-0(0 Q:HE.ALTH/W P/PERCFORM j LOCATION 4 � / SEWAGE PERMIT NO. VILLAGE - - INSTA LLER'S NAME 6 ADDRESS S U I L D E R OR OWNER DATE PERMIT ISSUED- G, %-� DATE COMPLIANCE ISSUED .` �� -� �• �,� I i _ � � E No......79:..�....... ­1/_ Q Fi$........LAD..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........-------------Town .......OF.........Barl.table....... -----------•--•--•------•----------------- Appliration for Btgasal Works Tonotrurtiun Prrutit J Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: . ea View Ave. Qsteryille 02655 ......:. - - • ..._. - - Location-Address or Lot No. George.Jones..._... .................................................. -•263-.Sea_Vi.eta._Ave.,...Qst=..i.71e.,._.Q2L5.5....---•---- Owner Address A & B Cesspool Service 128•_Bisltgps.Te xaQjQ.,---jyaxlni.a.....QZ601.---•- Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons..............2__.-__--__- Showers — Cafeteria Q' Other fixtures -------------------------------- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity------------gallons Length................ Width---------------- Diameter.--............. Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area.,..................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) PercolationTest Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------------------- •------------------- •---------------------------- ---•................ ••---•------------ S0 Description of Soil..............SaIA------------------------------------------------------------------------------------------------------------------------------------------------ x W ------------------------------------------------------------------------------------------------------ ---------------------------------------------......................................... ri U Nature of Repairs or Alterations—Answer when applicable.... stallatiori_-Of..a_.1,_QQ_Q.:gallon.-pre-mast stonePacked leach pit (oyerfl ow�- ----------------------------------- ---------------------------------•-------........................................ . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. . 9/21/79....... 7 Inme_ Date ApplicationApproved By--•------•--•-••-•-----••••-••--•-•••---•--•-•-•--•---•--------•-------•---•-------•-----..-•---- ------9/21/79--_--------- Date Application Disapproved for the following reasons:................................................................................................................ / /�to Permit No......79 D ............................................. Issued-...............9/21/79....../V--- � ✓ ./ Date No -79 � Fll;s........ Q�...: J ,• THE COMMONWEALTH OF MASSACHUSETTS BOARD OF' HEALTH own ....OF.........Xaxr r xr1e.. ..............................................._ Applirafflott fear Disposal Works Tontrnrtion Famit r :k Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: z � 263 Sea View Ave, CsterVille 026 _ kx ................_... -- -...._...,...e - .... ........... Locarion'Address or Lot No. George Jones -3..Se ..V.te�?..�. e, Qtarst�.11e,..4�h�. - .............__... ••-------•-......... 177777 � Owner Address i a A �� Cesspool Sere 00 s: -28._L sho 9..T.Q=a.e .X.ya�ania---..Q2.CzQ1 -----•. a .7 4. i '77Installer Address Type of Building s Size Lot............................Sq. feet �d Dwelling—No of Bedrooms ____________________________Expansion Attic ( ) Garbage Grinder ( ) k x pal Other—Type of z:Buiiduig ` ------------------------ No. of persons..............2........... Showers ( ) — Cafeteria Otherfixtures ......................... ----------------------------.••-------------••------•---•--•---------••-•••••••••••---•-------•--•-------•---- -- ; W Design Flow............... gallons per person per day, Total daily flow--------------------------------------------gallons WSeptic 'Tank—Liquid:capacity ----- Length................ Width................ Diameter................ Depth.._ x Disposal Trench No:" r,s Width,................... Total Length.................... Total leaching area.................-.sq. ft. Seepage Pit No...............rDiameter.................... Depth below inlet.................... Total leaching area..................sq. ft. y Z Other Distribution box:°( ) s; Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date--------------............. a Test Pit No 1 mmutes per inch Depth of Test Pit------------------.- Depth to ground water........................ ' (s, Test Pit No 2..... mmutes per inch Depth of Test Pit.................... Depth to ground water..............-......... a _ .._...-••--•...•.............................•----....._..........•.................. .................... 5t W. Description of Soil.....,".- - --------------•--•------......_..------- h -------------------------- ................................. : _. .f-------------------------- .....------- .----------------- .---------------------------------- ...................:.. ___...:.. W `, ... ...:...........................................__.._..............._.---...._.....__._...�.... . . ------ n brrx<I U stone packped leaQh fi........................)• nstallaton--o- 0- P Nature of Repairs or Alterations Answer when applicable_..._._ _a...1,9._©._ lls re cst Agreement: The undersigned 'Akree's jo-.�.:16talF the aforedescribed Individual Sewage Disposal System in accordance with the.provisions of iITL ,3 5 of the State Sanitary Code— The undersigned further agrees not to place the system in Y operation until a Certificate of Compliance has been issued by the board of health. ....._.....-. r ate roved,By - ---•- --..._--•-----•--••--•-•......----• 21/ 9_Application App r. Date Application Disapproved for.the following reasons:..................................................................................................... ------ 't(.,, L ............................ a. .... ............................................_..............--•-•------•-•-••.._..._...,-•-_-•_•____....-_-._...---• Date / i e Permit No 79 -- ---------•----------.— Issued---------------•9I.21.�---•-•................ k. Date All COMMON5V1Yz1=ALT�H'eOF MASSACHUSETTS b BOARD OFF EALTH TpwnoF..... Batab.. .................................. .............. P .... f�rr#ifiratr of TontpliFanrr TAH1S IS,TO CET Y' That .th ndJvidual Sewage Disposal' System`construct d ( ) or Repaired ( ) ex �.esspos� ex��ce, � 1=Isriop$ Terrace, Hyannis, 1�7A Q ©1 ................................ .. -----•-•-....-- r ......... .•.... 263 Sea View Ave., Osterville, a265jst_"= George Jones at.................................... --•----•--•..............................----- ........................................... ,; ............................... h g has been installed in a ccordaricewrtli the provisions of T r of'`The State Sanitary Cod as described in the r t r �' application for Disposal Works'Coiistruction Permit No--------------- --2-.-----_--__----- dated....._ .... .................................. .;' THE ISSUANCE;OF,T,AIS .CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTI,,0K SATISFACTORY. w � DATE. �Q (�` ��.s Inspector._:. C ....... ............. . ..._ _... = THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH T own o f Barnstable 79 ... ... ....... ............................................................. FEE..... 5.0a - No......................... Iaa1 B Cesspool Service, 128 Bishops Terrace, Hyannis, 026a1 Permission is hereby granted ...:.......................... __ ....----- S , a an In dual Sew pos SystemtoC Qs u0te& vewr R 0stervile, A - 6 George Jones at No ---------••---••------------- -----•-- --•------------•---•--......---••....-----......--.--•••----------•-•--••---•---•---- ..... ., Street _ M as shown on the application for Disposal Works Construction Pe No ;__9 ,.�11. - " �at/e�d..._..?�21�79 �h Board of Health DATE------ --------- ... .............. FORM 1255 HOBBS & WARREN; INC.,.'PUBLISHERS ' Alterations 4 A e alker esidence •Massach _._.. .._ ] �...................... ........ ..... - 9 .. .. _. ....- ... ....... 19 fi. ...._... 5-7' 4-2' 2'IQ 2'-0' � 4'.7 ..... ...... .� 1 <A 71 " Ahearn Schopfer 8c Assoc a tes _ Mud Room B O I _ ,6eca monw�lnA.m� PC Laiirld.—y I p `; Ncv uae IJ w�nttr sna EdganoMnMA .: wi 106 .. _: ......... ......_'. I WWW. - : I [ FOLDING / T � 4 .... .. - P`509 9.W M7p J ..I .......... ......... ...... .... .., , ahearnscho fer.com a G COUNTER f .. 107 '- - L-AN AND PA I ,o I STING DOOR tJLx. S "'L FAINT =%1 AND 1 I 1 1� Library J.Study N % 'GREEN DOOR r - - 1 :woov FLoce 1 .I ' A; TRE1-155,SEE J r Y ) I. �F_ Front Porch . I1 EXTERIOR ELEV. 'I i 3 •.00v DECK - - - . . 6 6 ARE ........ 'fi-7t '. 10l S 3 COL NUMS. - .r. s Family Room/Den ' w .aY10D ROOK I DP I .............. ...... .._..._.._ �i--- wCOD FLC'Fy w UP 13R U Keeping Room „i ) \ •� \\ •waoo Root _ T FIRE PLACE AND .t.......... N l . '^ IL AND - _ MANTLE SEE INTERIOR AL STAIR.RA . I _ ELEVATIONS I K ......-. I , .V BALUSTERS I STEP DN arM 1 r. III hl .w90�FL00R ---- F•-Io— --- s-0— h - P.R. Kitchen/Br ealCfaSt �p D aw og Copy ghC I ' LANDING r.DOp LDDR ... - - r�mlPlrean W.C C A PwA A6�ALA Ste' _ i .. ... ..., .•_lD, IIYI 4'/i". - .. % - wv,�.`�nMM..vr.. _. ,......... ._ .. -.._...I s+w. rc rm �n1A1 k'mm A .. r•,4m.,�. ' .. FACE OF EXTERIOR " - WALL ABOVE Y w]A r171 a.,11 e. Drawing Title: y Proposed First a < Wing Room Living Room A ._. ._....__ .. Di _ .._. .. lr5 - --1---; o •ADSRDJ gpFLD[ Floor Plan ; • - - .... .. Drawing Issue Dates:E. r 10 Design: M„2-1.M rl 1.. - i 1 ❑Design: . 1+ ra Zu.non-g R.,ei view: -- 1 .ro•....L.. - — --- —_ ____ __ __ Zoning Review: 9 C nSt ction Set: July 17.ZMW ._..._ _..__.___ _. ' ls"d Construction Set: 4u.1 .. _. ..y Rear Porch _... I 1 ' Proposed First Floor Plan �= I Dratvn by: aw Drin 4 =1•-0• n, 8 ScRIe:]/ Checked by: wh....�s.n<.n<rhnpr...no, - I —_ I I THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) M ACC DATA i : � 2 r I I ............. ��. III I '., 3��� 4 f3 r IiiVt"M " Al !a' ..� .. le T i I } i rya.: ... IE W J: e '� f 8'-I0 - 9'.In ")'3�"-- Y.I V" .§�k�,..ql�)..E 4h#- A '�• NM1y'W�R.` � :,, yE,�y�y�y � � •, I 3'-I 1' I I" - r-u_ ,� y )-s• z s• s-o z-s• z zi" r�J' i z i r a o• • r-r rs• "-s' �: a`'+ ,j�, '^ � I T I4 AW 31'� I I I - cl{"�I>t+ t� - � � `� �i+� - `' r4• �• t u.f � II a m .....: . I : o` .... 8 \ fix• 'F° l >. . : r,�- ..vwAW1R.91E FDLOCEDRI : ..,' ••F�.m._DF LDG c . •.vwIrgD,:F.o LWC-E F6 eM.C•-J.a _ •.vFWADJLDiEfOl 0E0ELL4 xlr- .P.AAUDLu 9D LF E NGWi.5't o'rffY 'F-#e An y At`€Src:?..I:p' ei`. r�xl,4;+"y Y�''`c'���` )H�C•:': ~d Bath 4 2I , �C t^tyam,z w� .`."—�,4�,!•�i r.' N=- ' Stero S y ,4 • 1 edrom 3 MBedrooms � Bedroom 4 _ d-A / s. � .� ' -X - � � — -T�r, ;P%(� �' - ��. b�! 2� —I l'-11• 9—r,® r�'''. �� i . e QIke 1d en`q7-9t ath 3 _ L O I'-1 eEn-NrD i 'a:. Master Hall+i +: t' �i ql , Ta. .1'-I -111•' Ory ( Hr.wI vLwaaY }' I _ } ,gip -,7.. rr _Z z Bedroom 2 edroom2 iI E�:• n - •, � g x�Ri r 7k1 ,K•V � yT � +.........._ ._......._.. ..._.._.. 0_ P 9� s o 4J f °sk+ 1 "a 6 ��r^e ":k' "p .3 r• z. '!"� _.: _'...... .._... aster Bedroom p ._._ .......... }.. :O 3 _,>ir __._ Oadonr_Terrace _.... -. = t> 9 r&As ......... ..__... °elates - — _.__.._....[. i F - ?'�"" •a„ ;'�l fit, ti'rf'i ti :y.cU'. •d� hF 1 A6 _. .......__.-_... _.... ..-_ -.. - ...:.. : 8 A-).i 6 :�.j 2 • , { )F5 y w - f C• 11 4: nj. Fa IJ z ,.' ... ....... .—........ ....: ........... .�f ✓..- N w(V IIII " .. _..... ".. II P� .._...._....._. ... ..: ' — 1 d _ "•. � vi. rw� r`D- a "+fit"C R`I 7 .. ,�* r -. ..._ • .___...._ ..__....._. ._...._ ......... v. �, a y *fy fer.com O,Bath 2 xt}t I c F s ff .,V Y! v yw„ {x R# ° o e q_. yyrt - ^: N �" "'. :. ......._� P.. ---. %''31: � `�.� �' r3' ✓-'F G '3,.. •�- O i. r��F 1 } 9 9.6 Vs I wa'p� ra K lO I 0 :0 A„i'I�ti. } T - ?� g•'[ '.' 4r ^A.� { ••4'f , :..... ......... ............ 1 .... ... ... .................. ........... ....... .... ...... ,¢kN'r-• f. { ......_... j a-0 _ _fit• 1. z•ai z•-zi r-n• .. a-0'... ..11...., ,a.�. y a.n_. ,)_trp..� c `!•" +']L..�a '.'��,L_ kh iF'1 ;.t}�r tiE .,``F '"• 10 y._In- --- ->� -Q-'=-f 6-- w_'»„ L _ .,I y'4k`�r 9 ,ra '` 1•'�s �W �n s • IN. 1 Proposed Second Floor Plan �a � `: Drawing Scale:1/4"=1'-0" 40 rqs, x'-' 4 po r �_ 1 .a e N. •�Y'^' Ira_�.� :c •"® '" ~< �,\ u FF + .. o a ' •,.Z' V L �+{ JF+l �'.F?" LF' • .4 4�+f M1...f 7 R., � , n .• '� � ����;�r„m ����•x� vCD�r•;�\Re4te e Qat i+ y is R,€ ¢ •''�. ° �`' ?� :�;,.y` 4 Nd 14CIib4� !4 TOF =22,0'± FINISH GRADE OVER D-BOX= 20.0''�' FINISH GRADE OVER CHAMBERS - 19,75'- 20.25' GENERAL NOTES REMOVABLE COVER TO SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER TANK EL.= WITHIN 6"OF GRADE 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE ' FINISHED GRADE 5"DIA. OUTLET(S) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FOUNDATION = VARIES 21 .0�± 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. - - ----- ------- ---- - --------- ------ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20" MIN. ACCESS COVER PROVIDE RISER OVER OUTLET "} PLACE RISERS ON ALL OF HEALTH AND THE DESIGN ENGINEER. 12 MIN. 12"MIN TOP OF SAS = 17.90' CHAMBERS WITH PIPED INLETS (3 TYPICAL) TO WITHIN 6"OF GRADE 36"MAX. 36"MAX. , 12"MIN. TO 6"OF FINISHED GRADE 3• 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 16.90 36"MAX. BREAKOUT EL - 17.40� BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 6" 3" 2" DROP MIN. " 9„ JOINTS(TYP.) ELEVATION = 17.40' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. --- -- 3 3 DROP MAX. o 0 0 0 0 o UNLESS A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. 4" PVC IN FROM � � 0 O opC5 �� O op AND THE TOP OF THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 6 10" SEPTIC TANK 4" PVC OUT TO 14" 7717 LEACHING FACILITY pp DO 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM. T o0 0 0 0 0 0 = = 0 = 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 17.32' MIN. 17.15' 2� op 0 0 0 0 0 o0 0 op 7 LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO 18.00� 48" OUTLET TEE oo Cx� oo BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR 7 BACK FILLED 6" CRUSHED STONE o p oo op APPROVINSPECTAL FMN. BOARD OF H ASYSTEM IS NOT TOBLTH AND DES G EING NU ERRST OBTAINING 22"ZABEL FILTER OVER MECHANICALLY o _ 18.3' MODEL# COMPACTED BASE 3.75' 8 5, _ 8. ELEVATIONS BASED ON 1929 NGVD DATUM OF 18.65'OBTAINED FROM A NAIL A1801-4x22 5 OUTLET DISTRIBUTION BOX 4.0' SET IN UP 68/24 AS 50.0' (TYP.) 4 0' 9. CONTRACTOR SHALL VEWN ON RIFY FY AL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.- � 9.90' 12.9' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE OVER MECHANICALLY BASE. FIRST TWO FEET OF OUTLET 14.90 AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY COMPACTED BASE C C PIPES TO BE LAID LEVEL. PROPOSED 1500 GALLON CONCRETE SEPTIC TANK 5'MIN. DISCREPANCIES TO THE DESIGN ENGINEER. LENGTH 10' 6' WIDTH 5 8" DEPTH 5 8" (DIMENSIONS PER CROSS SECTION VIEW 5 - 500 GAL. H-20 CHAMBERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE WIGGIN PRECAST H-20 DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE H-20 CHAMBER DETAILS CHAMBER END VIEW STRUCTURES SHALL BE MADE WATERTIGHT. SEPTIC TANK PROFILE CORP., POCASETT, MA) NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE _ ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH ---- DETERMINATION FROM APPROPRIATE AUTHORITY. TEST PIT DATA 12• ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS • * • • • LOCATED UNDER PAVEMENT DRIVES OR TRAVELED WAYS IN WHICH CASE s.�,p i * '' • . • • I THEY SHALL WITHSTAND H-20 LOADING. • •� ,', INSPECTOR: Donald Desmarais • • • • ' �� ma's 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND •'+ • • • • • . J ,�, EVALUATOR: Michael Pimentel, E.I.T. FINES. s « •• + - " :+ ��/ . 4 DATE: January 4, 2006 • 1 +� s 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND s s • • • •!l �� y� TEST PIT#: 1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF • •• • . +� LI • '. / LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN • ` ' ELEV TOP= 20.0' • ' s '" • h: . COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN / ••• • "• :�' • �� ; ' • , , • ELEV WATER= <10.0' ACCORDANCE WITH 310 CMR 1;5.255(3). • * • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN o _„` : * • • . w • ti o i PERC RATE _ < 2 Min./In. SOP 1 s s !t a SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. IP 54 LCB `�� ,NBC ' •• ~♦ , DEPTH OF PERC= 36"- " 16. PROPOSED PROJECT IS LOCATED WITHIN: (FND/HLD) (FND) _ ., TEXTURAL CLASS: 1 ASSESSORS MAP 138 PARCEL 19 P, x19.1 17. OWNER OF RECORD: GEORGE D. &JAMES B.JONES 'QQ���GI (4 PROPOSED 5-500 GALLON • • 0 20.00' \I �P 0� TP 1 H-20 LEACHING CHAMBERS f •I &JEAN JONES CHEN TRUSTEES S 1p�p 20x0 Fill ADDRESS: 353 LINDSAY POND ROAD \, o� f j P�E�-O� �y • j�� .ds w' 12" 19.00' CONCORD, MA 01742 0, B.M. x18.8 G� ,. .. Loam Sand °° :': 0-7� p,.. ,, s ' *•• A 10YR 3/2 FEMA FLOOD ZONE V11 (EL. 22)&C Nail Set in UP 68/24 f 0- \ /i s 16" 18.67 AS SHOWN ON COMMUNITY PANEL# 250001 0016 D °- Elev. =18.65' (5 �X� � O .. :_ : 3 � ` /•� � .�_ '� 3 PROPOSED H-20 "D-BOX" 18. PLAN REFERENCE: •, B 1. PL. BK. 109, PG. 95 Loamy Sand �OQ N6�� - ``0 19x9 PROPOSED 1500 s _.- +�`,, 10YR 5/8 2. L.C. PL. 17322 A d- F c9 EA STONE C GALLON SEPTIC �, 2� `{' tt '� °� > 3. L.C. PL. 9596 A c 10 WALK TANK �ON�`��,2 11 � (' N .=.� 36" 17.00' 4. L.C. PL. 9965 A 6) /LSA (2 60 O 0 ��J � ?.,� Perc 19 DEED REFERENCE: - (1 ti - `` k £ 54" 15.50' 1. PL. BK. 9095, PG. 147 / .•°•., PORCH MAP 138 f / C13 " i2�/ LSA �8'' '� 1 Medium Sand 120. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. (FND/H ) PARCEL 18\ N/F MORRISON C 2.5Y 6/6 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY HC 2 \ PROPOSED CLEAN FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY #253 \ \ OUT TO GRADE FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 100' COASTAL 2 MAP 138 TYP. FOR 3) 22. IN ACCORDANCE WITH 310 CMR 15.401-15.404, THE FOLLOWING LOCAL UPGRADE EXISTING �' ( LOCUS PLAN APPROVALS ARE REQUESTED FROM 310 CMR 15.211: O BANK OFFSET o � 2 +`' ti PARCEL 19 6-BEDROOM s / a \ PROPOSED 1. A 10.0'VARIANCE 10.0'-0.0' FROM THE MINIMUM SETBACK DISTANCE FROM THE HAYBALE LINE 120" 10.00' ) ( )�o o= ''\14,810 S.F.± DWELLING HC 1c�, -� SCALE: 1"= 1000' PROPOSED LEACHING FACILITY TO THE NORTHERLY PROPERTY LINE. 50' COASTAL TOF= 22.0'+- o \�, ST/TK 2.) A 5.0'VARIANCE (10.0'-5.0') FROM THE MINIMUM SETBACK DISTANCE FROM THE BANK OFFSET i CRAWL SPACE) o (FND) _ PROPOSED LEACHING FACILITY TO THE EASTERLY PROPERTY LINE. (TYP. FOR 2) 3.) A 5.0'VARIANCE (10.0'-5.0') FROM THE MINIMUM SETBACK DISTANCE FROM THE MAP 138 PORCH , \ o'"-TOP OF TEST PIT DATA � PROPOSED SEPTIC TANK TO THE EASTERLY PROPERTY LINE. PARCE20 / /�`1 ,/CONK TAL DESIGN DATA 23. THE FOLLOWING LOCAL VARIANCES ARE REQUESTED FROM THE TOWN OF BARNSTABLE N/F JONES / B Donald Desmarais LOCAL REGULATIONS ARTICLE 1,SECTION 360-1: EXIST. CESS POOL / / / INSPECTOR: 1.) A 5.5'VARIANCE (100.0'-94.5')FROM THE MINIMUM SETBACK DISTANCE FROM THE TO BE PUMPED 2 PROPOSED LEACHING FACILITY TO THE TOP OF COASTAL BANK. _ / / EVALUATOR: Michael Pimentel, E.I.T. AND FILLED WITH _ / DATE: January 4, 2006 2•) A 38.5'VARIANCE (100.0'-61.5') FROM THE MINIMUM SETBACK DISTANCE FROM THE G \ CLEAN SAND­ �11 c� / � � -" / TEST PIT#: 2 PROPOSED SEPTIC TANK TO THE TOP OF COASTAL BANK. N \ PROP. 90 DEG. i _ - NUMBER OF BEDROOMS 6 EJ -J \ LONG SWEEP / ELEV TOP= 19.9' w LEGEND ON ►U , ZO / DESIGN FLOW 110 GAUDAY/BEDROOM / / ` TOTAL DESIGN FLOW 660 GAUDAY ELEV WATER= <9.9' > > s �6 / i x 50.0 EXISTING SPOT GRADE uj W /� / tip '° DESIGN FLOW X 200 % = 1320 GAUDAY PERC RATE _ < 2 Min./In. 0 0 _ ys , ,L� - - - 50 - - - EXISTING CONTOUR DEPTH OF PERC= 36"-54" 50 PROPOSED CONTOUR USE PROPOSED 1500 GALLON SEPTIC TANK TEXTURAL CLASS: 1 -E/Tic -- E/T/C - EXISTING UNDERGROUND UTILITIES LINE w - w EXISTING WATERLINE CB/DH /// INSTALL FIVE 5 500-GALLON H-20 CHAMBERS 0 19.90' (FND) � � � TEST PIT LOCATION 4 Fill o o PROPOSED 1500 GALLON SEPTIC TANK /� SIDEWALL CAPACITY 12" 18.90' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (LENGTH +WIDTH)(2 SIDES)(EFF. HEIGHT) (.74 GPD/SQ.FT.)=GPD A Loamy Sand Q 10YR 3/2 PROPOSED H-20 DISTRIBUTION BOX / (50.0' + 12.9')(2)(2')(.74 GAUSQ.FT.)= 186.2 GAL. LEACHING/DAY 16" 18.57' i 0 PROPOSED 500 GALLON H-20 LEACHING CHAMBER / BOTTOM CAPACITY EXISTING / / NANTUCKET SOUND LENGTH WIDTH .74 GPD/SQ.FT. = GPD B Loamy Sand EXISTING (LENGTH)(WIDTH)( ) 10YR 5/8 EL=2.0'± (50.0')(12.9')(.74 GAUSQ.FT.)= 477.3 GAL. LEACHING/DAY REV. DATE BY APP'D. DESCRIPTION WALK TAKEN 1/16/06 36" 16.90' - ------ ----- -_ SWING TIES EXISTING @ 12:00 PM _ PROPOSED SEPTIC SYS GRADE JETTY /.r TOTALS: Perc ,;rM�S 1 TOTAL LEACHING AREA 896.6 SQ.FT. 54" }�� 15.40' ���� 5�= PREPARED F r� DESCRIPTION HC 1 PC HC 2 �' TOTAL LEACHING CAPACITY 663.5 GPD o J R. JAM ES J ES m� Medium Sand U FARREN SEPTIC COVER IN (1) 37.9' 14.8' --- '�� r/ C 2.5Y 6/6 � No. 33590 0� LOCATED A SEPTIC COVER OUT(2) 44.7' 11.5' ---- P S' ° 5 2 3 SEA VI HIV VE E LEACHING CORNER(3) ---- 27.4' 50.6' G�° STE LE, MA 02655 LEACHING CORNER(4) ---- 38.9' 57.3' 120" SCALE: 1 IN = 20 FT. DATE: JANUARY 17, 2006 LEACHING CORNER(5) --- 50.0' 35.0' 0 20 40 80 FEET VA LEACHING CORNER 6 ---- 41.8' 22.2' � +�,� L _ _ JaNN - m e PREPARED BY: CHURCHfj- JR. JC ENGINEERING, INC. " 2854 CRANBERRY HIGHWAY SITE PLAN EAST WAREHAM, MA 02538 SCALE: 1"=20' 508.273.0377 / Drawn By: MLP Designed By:MLP Checked By:JLC JOB No.983 -- ------ ' - -' . r