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HomeMy WebLinkAbout0009 ELAINE ROAD - Health 9 Elaine Road Hyannis .. ' 248 199 i IR it it No. 1 V l b 3? ,_IF Fee �W / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLation for -Disposal *pstrm ConstCUCtion Vermit Application for a Permit to Construct( ) Repair(g Upgrade( ; Abanddn( ) ❑Complete System ❑Individual Components Location Address or Lot No. ;3 C-4At 45— R i) t4V Owner's Name,Address,an Tel.No. i-(0 VA C c HG RJ y /T act f SC P&aJ&u. Assessor's Map/Parcel a 9`7 —3 6ZA IlJ y XJL Installer's Name,Address,and Tel. o. 509.477—99 7'7 Designer's Name,Address,and Tel.No.ZrO'S—,27,�—0?�'7`7 CAP64J1OC— Cf.J7--7ZPPlSE5 "C= UG. � d-� Ci�dC� =lu'CI / c 5'r 29V CA608aAU 9WY E Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building �$'(/�Ql1Tl�.0. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3 36> gpd Plan Date 0—aZ!Y--1 )!(0 Number of sheets f Revision Date Title 3 CGA/N'F K OX-h t4 /,� S Size of Septic Tank i d 000 GAvu )I%j Type of S.A.S.((,) Description of Soil A4 a0 4A-5 L= SA&b (P ,f / 15 Pin/ Nature of Repairs or Alterations(Answer when applicable) S &)US L 1X)CT 4000 GAl zx) 56Z7L 1 AUK ID A)Ice) 1/-d U D—baX' 7t) C1.) LC'-6, C44k{(pS cap e k a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal Signe Date �® Application Approved by Date Application Disapproved by Date for the following reasons Permit No. � IJ Date Issued 6 1 No. /l5/ /Q Fee �W - THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer:_ � - PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for-Misposal 6pstem (Construction permit Application for a Permit to Construct( ) Repair 04 Upgrade(`�y-Abandon( ) ❑Complete System `❑Individual Components Location Address or Lot No. 3'[-C, (1(1 c p ) t4Y Owner's Name,Address,an Tel.No. HoR4cg H6nJ�y T.��rSG pdul�t.�c.. _,:.•� Assessor's Map/Parcel G f g 9 7 3 6(.A/A.)& 'A-n yA,Ntit Installer's Name,Address,and Tel.f4o.562-477-99 7'7 Designer's Name,Address,and Tel.No._5109-A73-03� 7 CAPEw l>c- c1v7tq2PR l S6=S -,Lc- J<— =NG . 151 d0&k cc c 157r t14ASHP6C 882 e Awy 6 M Type of Building: Dwelling No.of Bedrooms 3 Lot Size 0 -.► sq.ft. Garbage Grinder Other Type of Building $/j�(eft'/1t1.(,. No.of Persons Showers( ) Cafeteria( ) Other Fixtures 7 Design Flow(min.required) 3 30 gpd Design flow provided 3 3Qu gpd Plan Date 9-2 Y,-1 p l(—Number of sheets Revision Date Title 3 C-6A IME ROArp _ Y-t+Aj J(S Size of Septic Tank 1 1000 &AuUZ&l Type of S.A.S.6,) L.0 (p 8 Description of Soil /b( -Q pr( `c SANA (P 4.� if 5'e� oR"-+,J Nature of Repairs or Alterations(Answer when applicable) (J S is C-)US'rl X)& 1,47I)C� a tt- 56-pTL TA-uAC TID Al rev N-aU 140)e 'Tb (4) LC -to Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in i accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal S i g n ed Date 7A40 0t b Application Approved by \ Date jp jp Application Disapproved by Date for the following reasons Permit No. o,.5 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO ERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�) Upgraded( ) Abandoned( )by UA Pe w(nib 6AjTF�l$e!; L'LQ_ at 3 `C,<IIJ F A D!E•a h t�Awlfj l 5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No;l* "595 dated h V' Installer(!Al6 I'D 4; 61JTEKPPJs°ff; Ll, C Designer TG, �nJ IN Q1 A/G #bedrooms 3 Approved design flow A :3 340 gpd The issuance of this ei mit shall not be construed as a guarantee that the system will cti n�/a's design d. Date ( Inspector V (LI r------ ---------------------------------------------------------------------- No. C f 6 30, Fee ld 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction Vermit i Permission is hereby granted to Construct( ) Repair()C4 Upgrade( ) Abandon( ) System located at 3 CLA//VE 0 4-D u Avv/.S and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to,comply with Title 5 and the following local provisions or special conditions. Provided:Construction-must be com leted within three years of the date of this perfnit. Date )DID ��to Approved by 1 V 1/ LV IV IU.LJ JVUL 1 V V V V 1 Town Of Barnstable Regulatory Services $ aAtttvBMBCE, 8 Richard V. Scalh Interim Director "un Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,ILIA 02601 Office: 5D8.862-4644 Fax: 508.790-6304 Installer&Designer Certification Form Date: 9- "I to Sewage Perrnit#t' A 305 Assessor's Map\Parcel Designer: EoStocerfnS Installer: CaPtw"de. E- kexeffse-s Address: 2951 Grafib�y 7k 4 wo_ Address: 1-5 3 Golmco erc(o( 54(6e,+ I:05' WaQf taM�NA 62.539 62 (og9 On � � � Ca�ew�c E�.rerrw was issued a permit to install a (date) (Installer) septic system at la to e- �o o�d based on a design drawn by (address) G E0 1`1 dated_ use (designer) -AZIeertify •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. Strip out (if required) was inspected and the soils were found satisfactory. 1 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 system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construe ncc with the terms of the IAA approval letters (if applicable) CHUR ILL dR. (I stalle ' Signat e) A 6m , VI I' s signer's Sigrid (Affix igZZN, mp Here) ASE ETU 'To STABLE PUBLIC HEA D - CERTIFICATE OF COMPLIANCEWILL NOT 30TM T411S FORM AND AS- BU T CARD ARE RECRIVED DY THE BAMSTADTJE PIJ C HE TH D VISION. ' THAN .'YOU. QdSepticTesigner Certification Form Rev 8-14-13.doe i 117 Q j (t 3 t i - f �. q-), o � U !( i rb O C3 i c r� I n P � TOWN OF BARNSTABLE LE3CA'f;ON j/ Y Y—Al Vim_`�cIALO SEWAGE # N VILLAGE ASSESSOR'S-MAP & LOT ' 0 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) ��C � NO.OF BEDROOMS ` BUILDER OR OWNER C e-- I PERMTTDATE: l; 2 COMPLIANCE DATE: Ot c 0 L/ Separation Distance Between the: f Maximum Adjusted Groundwater Table and 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 1 � , i OD Fee THE COMMONWEAL HkF M SAS S Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUiSETTS 0[pprication for Oiopooar 6pgtem Construction Permit Application for a Permit to Construct )Repair( )Upgrade( )Abandon KComplete System O Individual Components Location Address or Lot No.g E'G /tiG` A Owner's Name,Address and Tel.No. f/ �.v.•-�s� esrrrS. a Z da/ eiA Yo�v �. G a e.4 l A'vS f- Assessor's Map/Parcel y 3 t G'/tie R/> Installer's Name,Address,and Tel. _8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—8 8 8—4 9 7 5 a-Ing CJ Engineering 449 Route 130 2 Suite 13 Sandw -ch,Mass. 02563 Type of Building: DwellingXXXNo.of Bedrooms 2 Lot Size /OS'y v sq.ft. Garbage Grinder(yl� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. t7 4LLk-" � Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 —1 5 0 0 gallon septic tank. 1 -Dic;t-ri hut-j nn how and 9-500 crallon leaching chambers 1 XVI ate last inspected: Agreement: "� Th agrees to ensure t cons ctio nd aintenance of fe�tfore described on-site sewage disposal system in cordance with the provisions of Ti e 5 o e Envir nmen 1 Code and not to plac the system in operation until a Certifi- cat of Compliance has been is t ' oard o Signed Date 1 0/3 0/0 2IV `-Appli on Approved by Date 12-9-b 2- �- on Disapproved for the following reasons `� Permit No. Date Issued 1— O Z 11 CO No SYV 2''S Fee �Q THE COMMONWEALTH F SSA- S T.S Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE,, MASSA H SETTS ' ZippYicatton for �Dtop ar 6'otem Construction Vermtt Application for a Permit to Construct X)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �"L Owner's Name,Address and Tel.No. //7 ass, -.4, 04-1 0, C 6 C Assessor's Map/Parcel -- 01-4-, I V Installer s.Name,Address,,artd Tel.No 7_7 75 33 Designer's Name,Address and Tel.No. 5 0 8—8 8 8—4 9 7 5 l ` `- Iic, l - - CJ, Engineering 449 Route 130 f` -emu` __5.02632 -Sete 13 Sandw6kh,Mass.02563 : ' Type of Buiiding:"'� , DwellingXXXNo.of Bedroom" Lot Size 5'9 v sq.ft. Garbage Grinder y Other Type of Building ' No.of Persons Showers( ) Cafeteria( ) ` Oth Fixtures t Design 'Flow ---- + f% gallons per day. Calculated daily flow gallons. �1, PI Dkate F Number of sheets Revision Date \} itle E .. t Y Size ofjSept* ' - Io - o V ,J ,Type of S.A.S. 0 J Gt c.Lt v•• r Y J Descriptiio of�So t Natu�%e+,o.f Repairs or,Iterations'(Answer when applicable) 1-1500 gallon septic tank. D1 x'iV%cvk4 1 and ,_C;nn ryniinn leachincy nhamhars a 5� 2' S2 1 ate ast jnspected: , Agreeme t: f °,The undei;#i' a agrees to ensure the cons ction nd aintenance of t e afore described on-site sewage disposal system in a--cordance with the provisions of Title 5 of the 1 Code and not to place the system in operation until a Certifi- } cat of Compliance has been is bd t •s�Boa _ Signed �� Date 10/3'd`/0 2 R. ; Application Approved Date 12 9—O-2- ,�ppllcation Disapproved for the following reasons A) ' Permit No. Date Issued 'l+ O 2 ---`----------------------------------- -; THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS k Certificate of Compliance THIS IS TO'CERTIFY,that the Owsite Sewage Disposal System ConstructedX(XXT,Repaired( )Upgraded( ) Abandoned( ),by J.P.MaeoWb6r & Son.-Inc. at 9 Elaine Road,'-Centerville,Mass. has been constructed in accordance - with the provisions-of Title 5 and the for Disposal System Construction Permit No. 'Lo02-579 dated tZ 9—©g. Installer J.P.Maeomtabr & Son Inc. ` Designer CJ En ineerinq The issuance f/t :s permit shall not be construed as a guarantee that the systri w011unctib s designed. - Date b u`lr: Inspector �. No. "'e�1.'�- j'.'�t� ----------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mk;pooal *p! tem Congtruction Vermtt ? Permission is hereby granted to Construct'(X )Repair( )Upgrade( )Abandon( ) System located at 9 Elaine Road Centerville,mass. and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. ._ Provided:Construction must be completed within three years of the date of this permit Date: C) ?111-4 — Approved by, 1 `°/ .„ < TOWN OFF/�BARNSTABLE LOCATION -1 �`AI AI ZEE. b1-2-0 SEWAGE# Q N VILLAGE E����UI.LL ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. Zl.C. � C® SEPTIC TANK CAPACITY 15 ®U LEACHING FACILITY: (type) (size)• NO.OF BEDROOMS BUILDER OR OWNER e PERMUDATE: v 2 COMPLIANCE DATE: IP 6 0 L` • Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 A4 lie ® �� i /e I ((( e VIN �` n 1 AUG-11-2004 07 :02 AM DOWN CAPE ENGINEERING 508 362 9880 P. 01 Town of Barnstable Regulatory Services a a�wgets Thomas F. Geiler,Director HAM • • Public Health .Division Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: S Sewage Permit# Assessor's Map\Parcel Designer: Luin CA 0f, /11e Installer: Address: II���• Address: Ya_e_M o u`t'L or M 11 0 Z.6 S Dn (date) (instal was issued a permit to install a ler) Septic system at m/ n Q Z'� based on a design drawn by (address) 0,1 aj a dated c.4(_� 3 / signer) t/ 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. 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 system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. (Installer's Signature) �7RN rAFINF (Designer's Signature) (Affix F;;s. ere) N TO BARNSTABLE. EIJBLIC HEA TDI L ZRITFIGAII OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND &Q4BJJ&T CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU 1: Health/Sptic/Designcr Ccrtification Form 3.26-04.doc c �J t� 131,,12764 PIG -r' 0 G 3'=1 DEED RESTRICTION WHEREAS, John G. Doherty, Jr. and Kathleen A. Doherty, of 211 Pleasant Street, South Yarmouth (Bass River), Massachusetts, Trustees of The Doherty Realty Trust, under a Declaration of Trust recorded in the Barnstable County Registry of Deeds in Book 4167, Page 154, are the owners of Lot 34 on a plan of land entitled "Craig Port, a residential subdivision in West Hyannis, MA, Propertyof Rolkin Realty Trust Frank L. . Y ( Elkin, Trustee, dated September 1961, Ed Kellog, Engineer, Osterville,"which plan is duly recorded in the Barnstable County'Registry of Deeds in Plan Book 165, Page 41, which lots were conveyed to us by Deed from Cape Cod Building Supplies, Inc., dated- December 29, 1986 and recorded in the Barnstable County Registry of Deeds in Book 5483, Page 227; and WHEREAS, We, as the owners of said lot have agreed with the Town of Barnstable Board of Health to a restriction as the number of bedrooms which can be included in 4 any home built,on said lot as a pre-condition to obtaining a variance from the 310 CMR . :. 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface x;. Disposal of Sanitary'Sewage and to obtaining a building permit for this lot; - L WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting the s variance from 310 CMR 15.214, 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'lot 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, THEREFORE, We do hereby place the following restriction on the above referenced parcel in accordance with the agreement with the Town of Barnstable Board of Health, which-restriction shall run with the land and be binding upon all successors in title:. fi 1. We may have constructed upon the lot a house containing no.more than two (2) bedrooms.. We agree that this shall be permanent deed restriction affecting Lot 34 on Lillian Drive, West Hyannis, MA, as shown in a plan recorded in Plan Book 165, Page 41. For our title to Lot 34, see deed recorded in the Barnstable County Registry of Deeds in Book 5483, Page 227. . :t11 i 14,lii• . " !- ) A e Executed as a sealed instrument this day of January, 2000. 1i ohn G. Doherty, Jr. Kathleen A. Doherty P COMMONWEALTH OF MASSACHUSETTS �. Barnstable, ss. January a 2000 - x Then personally appeared the above named Jo n G. ohe y, t. and acknowledged the foregoing instrument to be his fre act a de d, efore me, otary ubfi Michael J. Princi Y My Corr6i/ ion expires: a/a/oa . . COMMONWEALTH OF MASSACHUSETTS I; Barnstable, ss. January a , 2000 = John G. Doherty, Jr., under Power of Then personally appeared the above named�Ka hlee D erty and Attorney for acknowledged the foregoing instrument to be her fre act �de efore me, tlotary ubl Michael J. Princi My Co mi sion expires: 9/8/04 BARNSTABLE REGISTRY OF DEEDS TOWN OF BARNSTABLE =OF THE brP�' wo OFFICE OF i Heaa9TSHn BOARD OF HEALTH Y6 9• �6�� 367 MAIN STREET Jul - HYANNIS, MASS.02601 February 9, 2000 David Sauro 20 North Main Street, South Yarmouth, MA 02664 RE: .9 Elaine Road, Hyannis Dear Mr. Sauro: You are granted a variance on behalf of your client Davenport Building Company, from 310 CMR 15.214, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone 11 districts. You are granted permission to construct an onsite sewage disposal system at 9 Elaine Road, Hyannis, with the following conditions: (1) No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling to two (2) bedrooms. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health 2�E to obtaining a disposal works construction permit. This variance is granted because it is the Board's policy to grant applicants approvals to construct two (2) bedrooms on lots of less than 18,000 square feet in size. Sincerely yours, Susan G. R'.19k, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs sa=7 Property Location: 9 ELAINE ROAD MAP ID: 248/199%// Vision ID: 17784 Other ID: Bldg#. 1 rd 1 of 1 Print Date:11/15/2002 11:00 YV TA COLE.. aN *, .aa`.�<•:-.x:;A ^. „�1s. me.µ - ,;'x - �. « \i .m'� :;+emu. ,KIM TOIN R im Description 1, o e Appraised Value I Assessedvalue OLE NOMINEE TRUST ELAINE RD 801 ANNIS,MA 02601 yx: ^ Barnstable 2003,s41A dditional Owners: ACColin an e . Tax Dist. 400 Land Ct# er.Prop. #SR .yp Life Estate ♦ ISION DL 1 LOT 34 Notes: � DL2 GIS ID: 17784 7otall, , h Cw v r` h UU r UU r. ode ssesse a ue r. 'code Assessed Value Yr. Code Assessed value OHERTY,JOHN G TR& 5483/227 12/15/1986 Q V 1 , ZM 1300 , ----3ylum APE,COD BLDG SUP 1434/650 Q 0 ota: 42,1001 75fiaTr ota. 31,000 p is signature ac now a ges a visit y aData Collector or ssessor :'�..- �...._.�- •air':s�\�r ..�.�� k '�„�-as ,K, ,��. ',. 'wa,:, :ate' f may_ .�rx3 Year I)vpelDescription Amount Code Description Number Amount Comm.Int. .. "tg Hai F Appraised Bldg.Value(Card) 0 Appraised XF(B)Value(Bldg) 0 ora: Appraised OB(L)Value(Bldg) 0 z Appraised Land Value(Bldg) 42,100 < _ ,�� Special Land Value Total Appraised Card Value 42,100 Total Appraised Parcel Value 42,100 Valuation Method: Cost/Market Valuation NetTotal AppraisedParcel Value 42,IUU f , Permit ID Issue Date Iype ------Description Amount Insp.Date o Comp. Date Comp. Comments Date ID ca. urpos esu t ^' \ \... r Use Code Description Lone rontage Depth Units Unit Price L Poctor actor Nbhd. Adj. Notes-AdjlSpecial Pricing Adj. Unit Price and value Vac Lando es:13 IVAL 42,100 ota ar an nit Parcel Totalan rea: 0.24 ACI Totalan a u , Property Location: 9 ELAINE ROAD MAP ID: 248/199/// Vision ID:17784 Other ID: Bldg#: 1 Card 1 of 1 Print Date: 11/15/2002 11 .. - ement Cd. ICh.I Description CommerciatVala Elements Style ype 99 Vacan Land Element CA Ch. Description Model 00 Vacant Heat rade Frame Type Baths/Plumbing Stories Occupancy eiling/Wall ooms/Prtns xterior Wall 1 /o Common Wall 2 Wall Height Roof Structure Roof Cover nterior Wall 1 � 2Element Code Description lactor nterior Floor 1 Complex 2 Floor Adj Unit Location eating Fuel Heating Type Number of Units C Type Number of Levels /o Ownership Bedrooms Bathrooms Total Rooms nadj.Base Rate 1.00 Size Adj.Factor 0.00000 ath Type Grade(Q)Index 0.00 Kitchen Style dj.Base Rate 0.00 Bldg.Value New 0 Year Built 0 ff.Year Built 0 rml Physcl Dep 0 USE uncnlObslnc 0 con Obslnc 0 Code Description ercenta a pecl.Cond.Code vac an pecl Cond% Overall%Cond. 0 eprec.Bldg Value 0 Code Description UB Units Unit Price Yr. Lp Rt %C;nd Apr. Value Code Dirscription LivingArea CirossArea Ejj.Area Unit Cost Undeprec. Nilue ti #' �1F t Uross 1.vlLease Area 01 'i'.{;~• 0 1 Bldg a: i RROVE9 DATE: 3a/! of tHE AFC t�. � C, 3 1999 FEE: �S•Q� �z IARNSTAB[�, I �'Noa MASK. HFA(*H�pNSTgg�F 1639• '`0 ePT REC. BY p� own of Barnstable RECEIVE® SCHED. DATE: DEC v Board of Health 7/ - 1999 - 367 Main Street, Hyannis MA 02601 TOWN OF BgRNSTABLE HEALTH DEPT. Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P:H: Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION - r � Property Address: Q,ti�'►1$- Assessor's Map and Parcel Number: A&A ZcF /0 Size of Lot: Wetlands Within 300 Ft. Yes Subdivision Name: / No Business Name: CONTACT PERSON Name: Name: ay.'d 6au-r'0 Address: an 00C& /rein Sy Address: nn .5 Phone: ���-3 9�— a 9.3 Phone: SV - 393-tea 93 FAX: S758 - --:3q*- 6765 FAX: 6-0 9-13 914 - te1715 VARIANCE FROM REGULATION(test Res.) REASON FOR VARIANCE(May attach if more space needed) z 4 Checkli t(to be completed by office staff-person receiving variance request application) t--� Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only) / Full menu submitted(for grease trap variances only) Variance request application fee collected(no fee for lifeguard modification renewal,grease trap variance renewals(same ownedleasee onlyi•outside dining variance renewals[same ownedleasee only),and variances to repair failed sewage disposal systems[only if no expansion to the building proposed)) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman . NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ +�AP j RECEIVED DEC 3 u 1999 if "I TOWN OF BARNSTABLE a HEALTH DEPT. Ino --------------- ---------------- ------� ---------------- r--- --- -----------------—------ -- ------------------------ - I `------------------------� ------,'- ---------------------------- -------- ------ --------- ------ ----------- -- --- ------ r {�LCPr BL�VATIo►J 1'-A-'\"--INr e-LCVAr1ON J' F w,ao ��Ala: 1/4"• 1`-O" �c1O0 2aAlg: 1/4"� 1.'-O" Ol a I � s U! o'g pigan$ . M Q� -_$ o, K1 ,: _ • 6n` E _ CIE P Ni9 Ey�S. P is L ------- lit�;ig d I I I i a��9i�F y I 98 [AyC h L--------- ---------- i F`9�ta I I I I a! p a E a r_L___— _J_—___—_______________________—______-__-______________ �____-— ------—---___.l__________. �`fig G .F—CAFL CLEV A I / \F•1GHT r-LCVATIOF.F auwwc Trn: Moo �*rilfls. A.00 sHm wMBFII: A 4 00 r t F� J �w7 'a P fr f I P 4 _f Q— q a oo i f -- • e _ + 9 6 ' I 0 0 s � a O •p wP O f i "*+'�"•"';+"�'• DAVEteORTBUI7DINGOO. PROJECT: DRAWNRt cwvv��TM � 20NORTHMAINSTMT �. m.m w weaexxral ei.vasP-4-. 3 ..Y.w��pn•u�.mn en SOU74i YARMOV[$MA02661 Q.w�eeWure a2. i¢..... R�ennsth rowdlcr Aesociwts.. Oce.a,.r�,..R,...s,zeieo - - �sslggl6Nlmng 0eslgn--`- �_ _ --�cgngne�ap'ra9mP�i �I r. ,V ---------------------—-------------- ---� i - i 1 1 i 1 1 j i i4 li 1 e � j IJl ° t i gg j i 1 I I a i �.Fp! a ' ' �4} i€i I j � ice. II o i IR] 2 1� j 9 t._1L i i j " R r � 1 > e e oD d 1 ' k z .... u wrap•.«..v^a«.w r...r. DAVD-WORTBLMDIN000. PROJECT: avN ar. '{,, ' v�>•v� �'woev: 20 NORTHMAJN STREET SOUTH YARMOVJN,MAM664 1'GMIC7lIvA �.ew vwA�en..0 auutgoagm. y �mthae o{ealHrywNpn LOCATION: _ uwyor�s _l—�psnnsth bwdsr Associfyeo Oae�..rr R...1 aiseiaa � /C--��Pessh�Wlttlhg Aeslgl r'4'nl^RaP''ret'ge"N�-' —' � � I n 'yavr,�ioawl•sae.aoeazS-�" _r_i.l.zsra.•iasmsyln a rrao.»<.ynmm.. y A 0 Q � y sP � � 6 r 0 b i 0 Af F S V c if Z — e ' � f - �e n wsw•„«a�e.......m.� DAVE14PORTRUIIDMOD. PROJECT: _ RA�Or �cse� ey�aw�a•O`:x. 70 NOR'( STREET SOV(HYARMOUIMOUT H,MA0266t WG e�c.sq� O _ Il�ams#b 4wdcr Aosocu#<>` LOCATION; O ? �uere,w..�eisnien - -yrofessgnd Du6UMg Calgn . Town Of Barnstable C/O Health Division Board Of Health 367 Main St . Hyannis,Mass . 02601 Board Of Health: My name is K.Robert Cole,and along with my wife,Teresa, live. at 3 Elaine Rd .Hyannis ,Mass . ,where we have lived since 1968 . I am writing to you again to bring to your attention a fact that may not be -known to the Health Board members . Enclosed you will find photostats of the current owners of record,as per your Engineering Dept. , listing the owners all the lots and permits for Davenport Building Co. and submitted by David Sauro on December 14, 1999,on January 18 , 2000 and again on February 3 , 2000.No where does the true owners in question show on the applications for a variance from 310 CMR 15 . 214 to construct 2 bedroom dwellings on the proposed lots . I strongly object to any permits be issued to lots 34 and 35 due to an invalid application as my attorney,Paui Wightman,brought up to you at the January 18 ,meeting.This- was. sent back for review by town counsel and then to be resubmitted with the proper owner listed on the applications . Apparently. this was not done,because as .of this morning, I consulted with Barbars Sullivan of your office,and she stated that there was no new applications on file pertaining to these two parcels ,as specofied in the agenda under items B and C of Old Business . My previous letters also state additional reasons for my strong objections to any permits being issued at this time. Thank- you for your consideration, Yours truly, eWnmonyvealth of Massachusetts `County of Barnstable o before me ou"CrIbed and sW 9C� day,of P bilc q�'�,WURCt�EY,Notaryz "o COMPONENTS-* * A VARIANCE IS REQUESTED FOR A TWO BEDROOM ZONE: RB LOCUS: SYSTEM ELEVATIONS* DESIGN FLOW"(DEED RESTRIC;71ON REQUIRED). SETBACKS: z MIN. 3" TOPSOIL FRONT 20' ROUTEUYRT$ w 1. TOP FOUNDATION............................... ............... 104.00 _ -: SIDES - 10' ORGANIC MATERIAL & REAR - 10' � 2. INVERT OF PIPE AT FOUNDATION......................... 100 17 BOULDERS, IN COMPLIANCE ` ' "` FRONTAGE - 20' - WITH 310 CMR 15.255(3)), :•; AREA - 43,560 S.F. �• 3. INVERT OF PIPE AT SEPTIC TANK INLET.............. 99.96 COMPACT TO_909e DRY ' WITHIN WELLHEAD ZONE DENSITY Q,vW M 4. INVERT OF PIPE AT SEPTIC TANK OUTLET........... 99.71 2" LAYER OF 1 8-1 2 DOUBLE WASHED STONE FEMA FLOOD ZONE C yT 5. INVERT OF PIPE AT D-BOX INLET........................ 99.46 7 PANEL J250001 0008 D Ofy CARL MA Ave. _ I� (AREAS OF MINIMAL FLOODING ' 6. INVERT OF PIPE AT D-BOX OUTLET..................... 99.29 - 8 OUTSIDE 500 YEAR FLOOD ZONE) CARL„ RRs 5 5 2 3 5 = SITE 7. INVERT OF PIPE AT GALLEY................................. 99.26 B. BOTTOM OF GALLEY..... 97.26 � 9. BOTTOM OF AGGREGATE.................... 97.26 314-1 1/2" DOUBLE WASHED STONE GENERAL NOTES, *LOCATED ON SECTION & PROFILE `-. / 1. THE SYSTEM COMPONENTS AND CONSTRUCTION � ' 1 P-8877 I SHALL BE IN ACCORDANCE WITH THE STATE OF **BENCHMARK = PK NAIL SET = 100.00 (ASSSUMED) - -! 1 �� i i -I �� �� MASSACHUSETTS SANITARY CODE TITLE 5, AND LOCAL SHOULD UNSUITABLE MATERIAL BE ENCOUNTERED BOARD OF HEALTH REGULATIONS. BELOW 99.26 IT SHALL BE REMOVED & REPLACED SECTION A - A PICKET FENCE WITH A 5' OVERDIG,PER TITLE 5 REGULATIONS \ \ TYPICAL SECTION LOT 35 �� �� CQN2. �UCTIONRAND BE RESPONSIBLE FOR SHALL-NOTIFY DIG-SAFE ALL TO NOT TO SCALE UNDERGROUND UTILITIES. ESTIMATED HIGH GROUNDWATER CALCULATION \ _ � J. ELEVATIONS ARE BASED ON BENCHMARK AS SHOWN. (USGS/CCC METHOD) \ \ L 0 T 32 4. PIPING SHALL BE SCHEDULE 40 PVC. INDEX WELL: # AIW-230 ZONE: D ✓ \ DATE OF READING: 2120197 DEPTH TO GROUNDWATER 21.92 '�\ �,yFj LOT 3 � ��\ s a 5. SYSTEM COMPONENTS SHALL MEET H-10 LOADING GROUNDWATER LEVEL ADJUSTMENT., 1.90 �� j • �\Q,540 S.r.\\ sr UNLESS OTHERWISE SPECIFIED OR H-20 LOADING ACTUAL GROUNDWATER LEVEL 0 SITE: EL. 73.00## UNDER DRIVEWAYS. � � SLOPE TO DRAIN AWAY ESTIMATED (MAX) HIGH GROUNDWATER LEVEL: EL; 74.90 RETAINING WALL, \ \�..\ Oj4 � \� \ O �� FROM FOUNDATION Y 6. CONTRACTOR SHALL WATER TEST D-BOX FOR ##PER USGS MAP - PROPOSED SAS AT EL. 50.00 f ABOVE MEAN SEA LEVEL, MAX. HEIGHT = 2' \^ \� �� �� ss m LEVELNESS. PER GROUNDWATER CONTOUR MAP 1995 - GROUNDWATER AT EL. 20.00 (MSL) ` \ \� `� � �-, J 7. ANY ALTERATIONS OF THIS DESIGN SHALL BE 50.00 - 20.00 = 30.00' TO GROUNDWATER TWO 500-GALLON PRECAST APPROVED IN WRITING BY THE ENGINEER AND BOARD OF 103.00 (GRADE AT SAS) - 30.00' = 73.00 (GROUNDWATER ELEVATION) �� he \ �Y CONCRETE GALLEYS, 8'6" x 5'2" HEALTH. F EACH, 4' CR. STONE 0 ENDS � 8. ENGINEER SHALL BE NOTIFIED 48 HOURS IN 0� AND 3.5' C ` STONE N SIDESADVANCE FOR FINAL P�� ,� � \�� \�� SYSTEM INSTALLATION. SPECTION OF SEPTIC SOIL TEST LOGS P-8872 P-8877 p \ F� �. DEPTH HORIZON DEPTH HORIZON � ���� �� _11pQ \'r��. fry, �� J DESIGN CRITERIA: GRADE = EL. 102.00 ".GRADE = EL._,.94.25* ,�0@�' ��\ ` STK FND 0" O * P-8877 BASED ON DIFFERENT �" 'o U•P ORGANICS & ORGANICS & ASSUMED DATUM (SEE SITE PLAN & o P-8872 F QP DESIGN FLOW: ,� � G:' \� ` ' ' �\ � LEAVES _._ LEAVES SEPTIC SYSTEM DESIGN, LOT 35, 49 �P 2 BEDROOMS ® 110 GPD = 220 GPD " " LILLIAN DRIVE, CENTERVILLE, MA BY CJ �\ GP ,?�� �� SEPTIC TANK = 1,500 GALLONS 6 6 ENGINEERING DATED 11 23199) C) � LOAMY SAND O LOAMY SAND O N �� �* ,; �% jl e` NO:jGARBAGE DISPOSAL 7.5YR3/1 7.5YR4/1 SIZE OF LEACH FIELD REQUIRED: 12" - 9" �j lU 8 DESIGN OF PERC RATE: 2 MIN/INCH SANDY LOAM q SANDY LOAM q N / '�' 40 ,•�� REO'D AREA = 22010.75 = 293.3 S.F. 10YR618 7.5YR3/3 F <�� ; i ref !___ �__ �6h• �� AA = (8.5+8.5+4+4)(5.2+3.5'+3.5) = 305.0 S.F. 16" 12" LOAMY SAND Bw LOAMY SAND Bw Gj IOYR416 10YR316 \ 9s 9LF a EFFECTIVE LENGTH = 25' 32" 22" �� �� 1 EFFECTIVE WIDTH = 12.2' MEDIUM TO CI MEDIUM TO Cl �,r ELF C8 ND COARSE SAND COARSE SAND `gyp l LOT 36 W/GRAVEL WIGRAVEL `�\ J ` �( _ VED 10YR716 10YR718 RETAINING WALL. ��' 66 72" MAX. HEIGHT = 2' MEDIUM TO CZ MEDIUM TO C2 �` �. � 1 COARSE SAND COARSE SAND r' \ �' 6 i 1�9 E` GEND• 10YR614 10YR716 �\ ,?, Q LOT BOUNDARY_ 120' 120" w WATER TOWN AA TH DE TI- TT M QF FXCE��ATI' N r .R2 LEACHING FACILITY TO � ��� y �����iDEPT. c GAS SOIL TESTS CONDUCTED ON 2/1:3/97 --` e.c ELECTRIC CABLE TV BY CtROLYt<' J. DOYLE, P.E. BE INSPECTED vr_m FHE �1l�'EFR OR HEALTH AGENT �� \ AT TIME OF CONSTRUCTION� �\ i TELEPHONE WITNESSED BY BARNSTABLE BOH PK NAIL SET EXISTING CONTOURS AGENT JERRY DUNNING 9� �� _ ___ EL = 100.00 (ASSUMED) 80 PROPOSED CONTOURS- LIMITS OF OVERDIG OF --"-----"---"-"- LIMITS OF LEACH FIELD NO GROUNDWATER OBSERVED AT 120 (EL. 02.00) SLOPE TO DRAIN PERC RATE <2 PAIN/INCH AT 32" IN P-3872 STK W/NL CAROLYN TEST PIT, LOCATION & NUMBER AND 22" IN P-8877* FND J. - P-8872 YL . 34631 SOLID 4" PVC, S=0.021 D-BOX TO BE PLACED ON CRUSHED STONE BASE, MIN. 6" THICK 2" LAYER OF 118" - 112" DOUBLE �E E� , � REVISIONS: RISER TO WI THIN 6" OF GRADE, TYP. WASHED STONE ABOVE GALLEYS 0 20 40 i0 SOLID PVC, FIRST 2' TO BE 1 SOLID 4" PVC, S=0.021 LEVEL, REST AT S=0.005 SCALE. 1"-- 20' ��� TITLE: SITE PLAN & SEPTIC SYSTEM DESIGN LOT 34, 9 ELAINE ROAD, CENTERVILLE, MA 0 0 :. _:, �` �f�As OWNER: DAVENPORT BUILDING CO. TRUST 2 �� c o 20 N0. MAIN ST., S0. YARMOUTH, MA 02664 TERRY �. 3 6 0 o NOTES FOR SEPTIC TR.NK v WARN R N CJ ENGINEERING 4 5 71 4' "' '' No.38721 449 ROUTE 130, SUITE 13 D-BOX DB-5 BY SHOREY 1. fNLET TEE SHALL EXTEND A 'MIN, OF 10" BELOW THE FLOW LINE. ? �a xw` SANDWICH, MA 02563 -I CONCRETE PRODUCTS OR g , Qr, a SEPTIC TANK EQUAL, PROVIDE FLOW 2. OUTLET TEE SHALL BE PROVIDED PER THE TABLE BELOW. �' �I- '`., (508) 888-4975 LEVELLORS ON OUTLET - LIQUID DEPTH IN SEPTIC TANK DEPTH OF OUTLET TEE BELOW FLOW LINE H RATED 3.5 CR. STONE 1 //�� PIPES ON SIDES 4 FEET 14 INCHES / tifAP: 248 PARCEL• 19S N' PROVIDE GAS BAFFLE 5 F":ET 19 INCHES 9 i�-JAI 6 FEET 24 INCHES l5 ® DATE: 12114199 SCALE: AS SHOWN � PROPOSED SEPTIC SYSTEM - PROFILE 7 FEET 29 INCHES YGq/ NOT TO SCALE 8,F-ET 34 INCHES SURVEY BY: TERRY A. WARNER, PLS DWG: CJ134/9ELAINE.DWG SHEET 1 OF 1 V. HARWICH, MA (508) 432-8309 FINISH GRADE OVER D-BOX= 34.4�± FINISH GRADE OVER CHAMBERS= 31.5't 34.4± PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM GENERAL TES REMOVABLE WATER-TIGHT COVER OVER 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE WITH COVER OVER INLET 8 „ o INSPECTION PORT WITH ACCESS 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION ' RISER TO WITHIN 6"OF FINISHED GRADE 4 SCHEDULE 4p PVC MIN SLOPE 1 /0 2 OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE OUTLET TO WITHIN 6"OF F.G. BOX TO F.G.(SEE NOTE#21) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 4O.O�t F.G. OVER TANK EL. = 39.6�'f 5" DIA. OUTLETS) _._.._® 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS= 29.20� PLACE RISERS ON DESIGN ENGINEER. PROPOSED 4" 4.40' MAX 5.20' MAX CHAMBERS w/PIPED -EXISTING 4" -7 �- SCH. 40 PVC 4 PVC TEE SEE NOTE 22 28.37 SEE NOTE 22 , INLETS TO 6"OF 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL BREAKOUT EL = 28.87 SEWER PIPE 1 SYSTEM UNLESS OTHERWISE NOTED. „ SEWER PIPE - FINISHED GRADE ----- - ��� 3" DROP MAX ° 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ 6 3 2" DROP MIN 3 9 MIN..SLOPE@ Rio L-35 t PROVIDE WATERTIGHT o °° o Q,o ELEVATION= 28.87' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A _-? i 13" 4" PVC IN FROM , ------JOINTS (TYP.)i o 00 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF ' * EPTIC TANK 4''PVC OUT TO O o °° oo O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 4-1 36. ± S o CONTRACTOR TO PROVIDE • LEACHING FACILITY 1' po 00 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. SPECIFIED DROP BETWEEN o0 00 12 6 - o 0 0 0 00 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 29.00, MIN. 11 28.83� 1' �ooc) o '� o 0 00 0 00 0 00o cx� � o0 0 000 00 00 OUTLET TEE o 00 00 °° o0 0 0 0 0 0 00 SHALL VERIFY SIZE 48" VERIFY CONDITION OF o AND CONDITION OF EXISTING TEES + oo � � o 00 °o 00 00 0o 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE LYP) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY 2.0' (6 0, 2 0� 2.0' (TYP.) 2.0' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 3.0' AND DESIGN ENGINEER. 5 40.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00, OUTLET DISTRIBUTION BOX - < 21 .00 TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.- 7'0� ESTABLISHED ON THE CORNER OF A CONCRETE PAD AS SHOWN ON PLAN. 26.37 BASE. FIRST TWO FEET OF OUTLET PIPES TO BE LAID LEVEL. 5'MIN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 6 - LC-6 CHAMBERS THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 9,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING �t � DISTRIBUTION20 TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORKSEPTIC TANK L- NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE TEST 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • E REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM `• '', « * • • .` « PERC NO. 15129 APPROPRIATE AUTHORITY. NOTES: .M + " «� � ' � '" - �` 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF k `� • '' * INSPECTOR: David W. Stanton R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED EACH SEPTIC SYSTEM COMPONENT. MAP 248 ' ;� � «� « � � � � « « EVALUATOR: Michael Pimentel EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR LOT 200 * ,� TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF • . + ' .� ,� C.S.E. APPROVAL DATE: Oct. 1999 THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST • • • « ••� • ,,, . « August 15 2016 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL �, * � • DATE:- PIT BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. _ • ': • " �` +� r « 11 y,. • +" TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE _ MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. . .3t." •* * • ELEV TOP- 32.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 3.) ENTIRE PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2,THE • � • ' .• * '� FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). WELLHEAD PROTECTION OVERLAY DISTRICT AND THE ESTUARINE " : ELEV WATER= <21.00' WATERSHEDS. . • «. • " ' tiw . 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN , e 933820„�N " • PERC RATE_ <2 minJlnch* SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. LOCUS . _^ �3 O ` • • . DEPTH OF PERC=- 42"-60" 16. PROPOSED PROJECT IS LOCATED WITHIN: MAP 24$ LOT 202 a � . � •,:�, � r « • ' , ASSESSOR'S MAP 248 LOT 97 TEXTURAL CLASS: 1 * • ; • « , - `- - • r •;„ . ,►• *Pere test done by Darren Meyer on 6-1-09 OWNER OF RECORD: HORACE A. HENRY&TAMISE POWELL O • ,,: ., Pere reference#12580 APPROX. LOCATION OF EXISTING SAS - p ' (LEACHING TRENCHS PER ASBUILT CARD m .- • z « • t 0" 32.00' ADDRESS: 3 ELAINE ROAD DATED 6-3-09. SEWAGE #2009-153) Q _ 1 J M t . : * Fill HYANNIS MA, 02601 \� __ • ' .. . " ll : • «r FEMA FLOOD ZONE X X A •. •,. � `; ,. • Loamy Sand" •. • •` �' 1 « * '�E 10Yr 6/1 COMMUNITY PANEL FM25001 C0564J y, SHED '.• "«• % « • 17. DEED REFERENCE: BOOK 24318, PAGE 190 GAS METER + . , . Loamy Sand X MAP 248 ar . •• • r• • • B 10Yr 5/6 18. PLAN REFERENCE: PLAN BOOK 165, PAGE 41 X Z fir, LOT 199 r, •• " " �. I N "' " ` «r� »)r ' « " • ' •'."* Perc42 28.50 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. I o r " ;," •rc ;: " i„ j ,,-11' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY >< - o J - o. . "" r�, y,.=,,; 60 27.00 �` FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY i woo � F r • " r " ,. .• . • FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 18„ OAK #3 • �` ., « o • * " -. I _ - EXISTING • 3-BEDROOM s �',, •"',:: * Med.-Coarse Sand 21. A 4" PERFORATED.SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A EX. VENT I ', DWELLING C 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A x REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. . \ F.F.E=40.T± APPROX. LOCATION OF EX. I ` \ �S , - LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15A01 -16.405,THE FOLLOWING LOCAL UPGRADE DISTRIBUTION BOX TO BE ABANDONED x APPROVALS ARE REQUESTED FROM 310 CMR 16.221 (7): \ / SCALE: 1"= 1000' (1.) A 2.20'WAIVER(3.00'-5.20') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. � 132" (2.) A 1.40'WAIVER(3.00'-4.40') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX. Q� 6a I ��� HC-1 �Oj 21.00' Q No Mottling, Standing or Weeping Observed x �' X--X"X-X �¢�2d 23. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL - -X J IT DATA REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. „ �x _x---X-x_x � x--�- w � x x- � j !! PROPOSED 4 PVC VENT; LOCATION x cr (1 I 32T` !� 0� DESIGN 15129 TO BE DETERMINED BY OWNER x 33 � HC-2 PERC NO. 4 INV. = 36:5'± Benchmark PROPOSED INSPECTION PORT >< O 7.0 cxy/ Q® '� \ Corner of Conc. Pad NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: David W. Stanton, R.S. LEG E ND •. •�_. �\�� �? Elev. =40.00' EVALUATOR: Michael Pimentel, EIT, CSE PROPOSED H-20 DISTRIBUTION BOX \ DESIGN FLOW 110 GAUDAY/BEDROOM 50xo EXISTING SPOT GRADE ' \ u O�G Approx. M.S.L. C.S.E. APPROVAL DATE: Oct. 1999 - MAP 248 -: `�." ` TOTAL DESIGN FLOW 330 GAL/DAY DATE: August 15,2016 50 - EXISTING CONTOUR LOT 201 =' \ MAP 248 DESIGN FLOW x 200 % 660 GAUDAY TEST PIT#: 2 50 - PROPOSED CONTOUR --�� USE EXISTING 1,000 GALLON SEPTIC TANK - \ •. LOT 97F+ ELEV TOP= 32.00' 50 PROPOSED SPOT GRADE Q ` EX. 1,000 GAL. TANK BIT. DRIVEWAY 11,836 S. ._ 0 " \ TO BE UTILIZED IN w ELEV WATER= <21.00' Gas EXISTING GAS LINE 20" OAK •r•, 0" AK 3 Z P THIS DESIGN ❑/H/W EXISTING OVERHEAD WIRES x l \ \ CK _ PERC RATE ;. °� ' \ \ `� , a �O - INSTALL 6 LC-6 LEACHING CHAMBERS W/AGGREGATE = w w EXISTING WATER LINE DEPTH OF PERC z X �• 20" cAK SIDEWALL CAPACITY 4r 0 I -< X \ TEXTURAL CLASS: 1 TEST PIT LOCATION rrz < \ (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY =d ! •. C \lycA '� a- GRAVEL DRIVEWAY p -�X •• ,. �, \ \ 12" A c,, G "9 3a ,y_ (38.0'+7.0')(2) (2') (0.74 GPD/S.F.) - 133.2 GAUDAY EXISTING 1,000 GALLON SEPTIC TANK d 18'° OAK <e k O CC> O ` \ � PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE TP 1 � � ��, 2 � 3 BOTTOM CAPACITY 011 32.00 32xp' *.. \ \ \ i,, FlII P 0 y (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 31.00' w \ _ 00 $ \ ` �3____ (38.0'x 7.0') (0.74 GPD/S.F.) 196.8 GAUDAY 0 PROPOSED H-20 DISTRIBUTION BOX X t� \ \ �E Loamy 10Yr 6/1na , Q O_ 20 30.33 O PROPOSED LC-6 H-20 LEACHING CHAMBER PROPOSED 6 LC-6 LEACHING x \ \ I .13 6Q -4, TOTALS: CHAMBERS w/AGGREGATE 1 10.1' (2) \ \ \ 3 ?1--, 36 75Loamy Sand x (3) TP 2 ,� \ \ L-� TOTAL NUMBER OF CHAMBERS 6 B 10Yr 5/6 REV. DATE BY APP'D. DESCRIPTION 32x0 TOTAL LEACHING AREA 446.0 SQ.FT. TOTAL LEACHING CAPACITY 330.0 GAL./IDAY 42" 28.50' PROPOSED SEPTIC SYSTEM UPGRADE X / \ �' -~ �� ` \ �P��N OF MASS �� PREPARED FOR: aoHN t s� CAPEWIDE ENTERPRISES �. CHURCMI JR. X X 24"OAK \ \ �. \ \� \ Med.-Coarse Sand NO Iv18o7 C 2.5Y 6/6 q �p���s t51ER �a� LOCATED AT --------- ��' �" 3 ELAI N E ROAD EDGE OF PAVEMENT __ -- SWING-TIES TM HYANNIS, MA 02601 EDGE OF PAVEMENT - p p DESCRIPTION HC-1 HC-2 SCALE: 1 INCH = 10 FT. DATE: AUGUST24,2016 ELAINE ROAD 3 132" 21.pp' 0 5 10 20 40 FEET (40'WIDE LAYOUT) CORNER OF STONE(1) 32.T 51.0' No Mottling, Standing or Weeping Observed PREPARED BY: 3 CORNER OF STONE(2) 57.5' 59.4' RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. CORNER OF STONE(3) 61.T 65.5' 28554 CRANBERRY HIGHWAY CORNER OF STONE(4) 39.6' 57.9' EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"= 10' Drawn By: JC Designed By:JC Checked By: MCP JOB No.3576