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HomeMy WebLinkAbout0223 FIFTH AVENUE (HYANNIS) - Health 223 Fifth Avenue (folder ? 2) Hyannis A = 245 - 041 I � � o M l �o E �I — f Page 1 of 1 Desmarais, Donald From: Daniel A. Ojala PE, PLS [downcape@downcape.corri] Sent: Friday, June 12, 2015 4:03 PM To: Desmarais, Donald Subject: FW: Feldman #223 5th Ave. West Hyannisport Map 245 Pcl 41 Hi, Don: As discussed, here are some options for missing the tank with the sonotubes which the builder Scott Crosby sketched up. Option#1 is his preferred method. As he mentioned below, he can forward photos to your office. Please call or email with any questions. Thanks, . Daniel A. Ojala PE, PLS down cape engineering, inc. 939 Main St.Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com From: Scott Crosby [mailto:secrosby123@yahoo.com] Sent: Friday,June 05, 2015 4:04 PM To: PLS Daniel A. Ojala PE Cc: Robert Feldman Subject: Feldman Hi Dan, Attached are sketches of 2 options to deal with the footing%tank issue. I like option#1. We will need to deal with this situation on site during the new foundation work. We can hand dig around the tanks and determine the best solution. ( we can take pictures of this process if needed) I am forwarding you a complete set of plans separately. Don also requested we get a septic inspection. I have that scheduled for Monday. Thanks Scott 6/15/2015 AFE (1-888-344-7233) AND E LOCATION OF ALL .D & OVERHEAD UTILITIES MMENCEMENT OF WORK. x G� lVII FOUNDATION DESIGN BY 1 00 LOTS 322 & 3 4 C$] 81,000 SF IST. 4-BR PIPE AND STONE LEACHING FACILffY UTILITIES WITH �sl 8_ VENDORS �� l21 ° GAS METE. b . co P POSED FLOO PROPOSED 22,,6, 0 2 VENT (TYP) DWEL��NG 01 0 , 0' _ TOF = 13.1 I, "�\ l 0 r FFLP. = 14.25 j I k GT�,p��`� I TO DE �H �fA 21.0.E REMOVED ". ! a O 1 00 o o 4DECK� �$ . , E O / �� ' o a REPLACE o r_ SPIED PAVED DRIVE I \ WITH GRAVEL o EXIS1`ING "6 DWELLING i o `� . ` 100.001 ONE FACE RET. WALL PROPOSED GRAVEL VIALK (T`rP) 2 DWELLING I T}ANIEL �r � �� � SITE PLAN I A NOCl1CLr OF I4Io 4139150..,t ,C4 WVl-9WEST HYANNISPOR' CA 223 FIFTH AVENUE �,;�,�SUS�'�� ���� � �3��L� '`^`•�' off 508-362-4541 PREPARED FOR fax 5W-362-9880 � f . Uowncope.com O \. r ROBERT FEL D AN DATE: 16-•10-��2014 civil engineers REV,REV.. 12-4-2014 � = 41 land surveyors �, Scale'1 = 20 Street ( Rte 6A) '7-1-IPOR7" MA 02675 1�L 0 10 20 30 4.0 50 FEET 08 1:30A_ FELL 0 i HCS ' - . i / E1W GRAVEL _SPUNSIBLE FOR TREE DRIVE •344-7233) AND CROSS ; { DF ALL \D UTILITIES OF WORK. / %, X''-X GUY � ------- "---� 4h1RE5 DESIGN BY , f 1 00 LOTS 322 & 3 4 � ,� �87 g,000 SF �' XIST. 4-DR PIPE AND z' STONE LEACHING FACILITY 05 `�• GAS o.METE c o ' r 00 ' PRIPOSED FL00 PROPOSED 226` ao)I 02 o �C DWELING10 VENT (TYP) ImoTOF 13.1 . I FFLR = 1425 'ti GAF o SC i I OH �A� 2F�A TO BE 21.0,--' POR 1, REMOVED O �� �fgi(!�pk, I 1J ! �O 00 o O DECF\ i $� / ` REPLACE \\ o 5NFD � PAVED DRIVE EXIS tTNG �6 a WITHGRAVEL DWELLING, 100.00' ONE FACE RET. WALL , \ PROPOSED 'ApoGRAVEL WALK a g® TFni °� A y I .oEXISTIva I DWELLING \ �5N t3F L}gss ' DANIELc�s 'Y NQfiR( S \ SM U`LAIl \� v A. EL A. ` . U OJALA C7JA• OF a t No.40980 K CIVIL�' � fiV�.40 02css\ 223 FFTH AVENUE SUR . WEST HYANNISR RT 562-4541 \ PREPARED FOR 562-9880 • .0 sneer \ - DATE: 10-10�-2014. 'eyors 12I� 1v� R 12-4-2014 Scale:1 20' 3A) 0267-, 0 10 20 30 40 50 FEET OS-130A FELDMAN.DWG i I i I t , b I I ® I IiI �p1�}RQ� M1 � mm I II II 1 - 1 f11 It - L Rt. , i -, 3y � c•.,IIS• I 1m� y ��J I ® , mom II , I I I j •� t I I ro w � i N ' a H N V] H I f y Feldrom Residence rda eamonaldArchitech LW South and West Elevations 227 Fifth Amw 560 Do=Ro:d D )WAIS ld1 x}mom,,Ma. Fas nl,m& I II II I I G fI It 2�•U i HIZ Z ON 7 L d b I I � 1 I I I I 11 1 al I^1 I� __- sa,L_ 4, 1 6•-CM 9 9" �. 1 W ry �FyFy'y_f arI H Basement LCVCI FIOOL Plan Residence Pd"MCDmald A,oh inn c[c �sJ 227 PiFl6 A�irnue' 560 Dane Road - 3zziou ilytnnitpvt,hfa �� f i I 1 ti I { i j I 1 4 ;m i 1 I _ rm 1 I I - � I I 1 O - Ptl Em I c I 1 i f I I i I , ; I ,m 1 I � � t at oUffl - O i i� �� I � ri- sa•o^ { r i ail 1 i 1 '�•..IVZ=` I w:� 2�1•�ovs^ •o N se•a• to� 1 Feldman Residence Pe, McDowJd AmhiWo u.c North and East Elevations 27 Fifth M. w s6DO=ROWHL S i R i I 4 � I I I I I I , I I 1 `may Q rn i i I EM ,lam/ � G i i i ❑ � 6 r�'� P. I OEM]1 , I I iw✓ �s I a$3 =- I I G� I I I zO Q 10 j} �N I y I Feldman Residence reta Mi:Dw to nRhhccts u.c I North and East Elevations 227 Fifth Aee swna Road Hya,,;;s�,rii P clk�sSa' t TOWN OF BARNSTABLE LOCATION .93 �� Hyent),,O-- SEWAGE# "Zo(b —31s VILLAGE.,�Qan %Tn)�, ASSESSOR'S1o/MAP&PARCEL tRCEL c� S INSTALLER'S NAME&PHONE NO. a r lob; r,c�ruc ,°c,TJ nc SEPTIC TANK CAPACITY j 500gn 4v-,,,tC (�aC� ,.i D [Q mn o LEACHING FACILITY:(type) (size) �909,=T Sy Cr NO.OF BEDROOMS - Je-e�O rfAh ck OWNER O PERMIT DATE: q/aQ'(o COMPLIANCE DATE: toll 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 �j'rr'c zf�� �Ylf/w"�•-i I e U i oo o V (t o" 0 Aff N . OVAL ,t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION'. TOWN OF BARNSTABLE; MASSACHUSETTS 1 2pplitation for Disposal Opstrut Construction Hermit Application for a Permit to Construct( ) Repair(/) Upgrade( ) Abandon( ) 6 Complete System ❑Individual Components Location Address or Lot No. 723 '� ` OwW'sNN e,,Adddress,and Tel.No. Aseo�Ma©�l Installer's Name,Address,and Tel.No. Desi er's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms q Lot Size sq.ft. Garbage Grinder( � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required/l gpd Design flow provided gpd Plan Date Number of sheets 4V Revision Date Size of Septic Tank 1 ®O Type of S.A.S. '4'ie141,01, Description of Soil r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued his Board of Healt . / / i d Date `/ Application Approved by , Date Application Disapproved by Date for the following reasons Permit No Date Issued KA N . 6 `Fee THE COMMONWEALTH OF MASSACHUSETTS En�feredincomputer: t PUBLIC HEALTH DIVISION -.TOWN OF BARNSTABLE, MASSACHUSETTS Yes t� application for Ws osar 6 stem ConstructionPermit Application for a Permit to Construct( ) Repair(1/),'Upgrade,( ) Abandon( ) `196mplete System ❑Individual Components Location Address or Lot No. Z 43 ! 4 Q� Ownjeer's N e,Addre ,and Tel.No. As es�Oi's Ma� �l t lr� ��ZZm P 111 11yr �/so: J` Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms _Lot SizeE5r2_sq.ft. Garbage Grinder(� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (�� gpd Design flow provided � 5 l �,-�"��~ gpd Plan Date /Vf6ki 7 Number of sheets Revision"Date Title S,5/ le dlw 0 Z Size of Septic Tank �Jl�� TYPeofS.A.S. Description of Soil 10, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of �, �^ Compliance has been issued b-this Board of Healt . ` ighed Date Application Approved by /, Date Application Disapproved by Date for the following reasons Permit No. �Lnl —r Date Issued ----------------------------------------------------------------------- YJ - _- .- 7. _ -. -•_---------------------------- ------ THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that th On-site Sewage Disposal system Constructed( ) Repaired('41� Upgraded( ) Abandoned(ZZ )by / dAAC at ��J a een cons ructed in accordance _with the provisions of Title 5 and the for Disposal System Construction Permit No ated Installer � Designer fe/' #bedrooms Approved design flow l gpd , The issuance of his pd'rmit shall not be construed as a guarantee that the system wil nc'on . design d. ��^^ i ~ 1 Date �V Inspector ,•./ t ---------------------/0-77 --------- -_--------- ----- ----------- --- -------------------------------------- No. Fee E COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( Repair(E41-1 Upgrade( ) Abandon( ) System located at Z 7, 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 In st a co ted within three years of the date of this permit. Date Approved by I lKf- '" Town of Barnstable ti d21 hStaule MASS x," ; Board of Health �0 M A 200 Main Strcct,Hyannis ILIA 02601 2()07 Office: 508-862-4644 Wavil INUICr,M.11. NAX, 509-iK-6304 Paul CannitT rJ.M.D, Junidli S WayillWgi October 17, 2008 Mr. Dan Ojola Down Cape Engineering 939 Route 6A Yarmouth Port, MA .-. _ q= 245�041 RE: 223 Fifth Avenue, Hyannis J Dear Mr. Ojala, You are granted variances, on behalf of your client, Dr. Stanley Goldstone, to construct a replacement onsite sewage disposal system at 223 Fifth Avenue, Hyannis. The variances granted are as follows: 310 CMR 1.5.211: The soil absorption system will be located 7 feet away from the property line, in lieu of the ten (10) feet minimum setback required, 310 CMR 15.211: The soil absorption system will be located 12 feet away from the foundation wall, in lieu of the twenty (20)feet minimum setback required. Section 360-1, Town of Barnstable Code: To install a septic system and pump chamber 83 feet away from a wetland, in lieu of the minimum 100 feet minimum ? setback required. The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type roams are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property; at the Barnstable County Registry of Deeds restricting the Q; WITIU`,,'223 CifthAveHyauuisojala O 2008,doc Ed WHET:T T 0I0Z 2T -6n1d 0886Z92eOST: 'ON XFJJ cu i 6u i aaau i 6ua adro umcp: W0d{_� FROM :down cape engineering inc FAX No. :15083629880 Aug. 13 2010 11:24AN P1 property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Inspector prior to obtaining a disposal works construction permit. (3) Use of an adequate vegetative screen or a stone face will be used around the retaining wall. (4) The septic system shall be installed in strict accordance with the engineered plans dated September 10, 2008. (5) The designing engineer or registered sanitarian 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 engineered plans dated September 10, 2008. (6) These variances expire three (3) years from the date of the variance decision letter. It is the applicant's responsibility to obtain a disposal works construction permit within the three year period. These variances are granted because physical constraints at the site severely restrict the location of the septic system components due to the very small size of the lot. The proposed new septic system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Si rely y rs way Miller, M.D. Chai an 0:%WPCILES�223 FiRhAvellyannkojala(k.12006A(to r down cape engineering, inc. SIEVE SOILS ANALYSIS 08-130 GOLDSTONE.xlsx DATE OF REPORT: 7/7/08 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 223 STH AVENUE W. HYANNISPORT LOCATION: DCE TESTHOLE 7/7/08 SIEVE ANALYSIS Weight Sample(Grams): 526.4 F3/-4 IZE :WEIGHT RETAINED % RETAINED o PASSED , (sum 0.01 0.09'°'': 100.0% ----------:....................._..........._...............,.r.. __—_—_C.._................................................------- _.... ..........................._.....----,._--_____------- -€ 0.0; 0.0%; 100,0°/0---------..... ...._—__---_ ••_•4__----------------........_...................... . - 26.6€ 5.1% 94.9%- ----- . 124.A 23$%..-----------------Y78.4%--------i.... 306.4` 58.2%9---------•................................ .------------------,........................,...388.0 73.7% 26.3......------—.. .._.....................b_--___—_---.... .,................................... € 453.9: 86.2/o: 13.B i6.__.... _..........................._....... ..------------------................................,o.. #100 -491.0 93.3%• --------------�.............................. -------I-----------------�_ .. _--------_.._ #200 518.0; 98.0°10l 2.D% PAN: i 528.4 100.0% 0.0% ----------------- SAMPLE: 526.4' NOTE: TEST ON PASSING#4 ONLY, 4%RETAINED ON#4<45%0.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b (GRANULAR, SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING 94) #50101Ya-100% #100 0%.20% #200 0%-5% REQUIREMENT FOR"FILL"IN TITLE 5. <5% PASSING#200 SIEVE RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINJIN. MATERIAL 1H(0 4f4�n, NONCOMPACTED SOIL DESCRIPTION: MEDIUM SAND 17AN OJA �A. N cif f� e� s' Ofvll. U --7h 106 2d Wd:T:TT OT07- 2T '6nd 0886ERMOST: 'ON Xdd out 6utaaaui6ua adieu umop: WOdd i s. i DOWN CAFE ENGINEERING, INC_ 939 M�j+n°Street, 9u[ta C, Yarmouth Fort, MA 02675 p _ 508-362-4541 ph 508-362-9880 fx PREPARED FOR: C /1,-O�S SOIL ANALYSIS (SAMPLE ) t_OCUS: �• arii7 �(�r'9`. DATE: // �� - SAMPLE DRY'- D, WT RET % RET % PASS 1l2" r #4 #10 #20 #40 . / #80 �. 4 BOTTOM bd Wd2T:TT OTOZ 2T '6nd 088EZ9280ST: 'ON Xdd oui 6utaaaui6ua adeo umop: W0�{d i SEP-26-:!ooa 02 :43 PM S`T H EY GOLDSTONE DMD 781 $44 7697 P. 01 ---------------- iz x � y XI Nyy Sd WtiS:Z:TT OTOZ 2T -6n0 0886Z9280ST: 'ON XIJd out 6utaaaut6ua ad-eo umop: Wodj r` �F r— h l 1 w y v L � r a 9d WUET:TT OTOE 2T '6nd 08BEZ9280ST: 'ON Xtid oui 6utaaaui6ua adieu umop: WOdd J t, TTETv�cN � fL►$� 04r5 �"m2 4-47782 i v2loD1 ` Declaration of Restrictive Covenant t / 1 Declaration of Restrictive Covenant.by Robert N. Feldman(hereinafter".Feldman")of Wellesley, f' Massachusetts, being the owner of land by a deed from Stanley Goldstone and Delores B. Goldstone,as f Trustees of the Cross Street Nominee Trust,which said deed was recorded at the Barnstable County I I Registry of Deeds on July 17,2010 at Book 24687 Page 267,with buildings thereon in West Hyannisport (Town of Barnstable),County of Barnstable,Massachusetts,described in Exhibit A attached hereto said ' I land being hereinafter called "Land"), i r WHEREAS, Feldman and the Board of Health for the Town of Barnstable(hereinafter the"Approval Authority")desire and intend to impose certain restrictions on the Land; NOW THEREFORE, Feldman and said Approval Authority do hereby make and declare said lands to be ' f subject to the following restrictive covenant and provisions: l' 1. Restriction. i The land contains a single family dwelling and accessory structure. Said single family dwelling shall not exceed four(4) bedrooms. This restriction shall stay in effect until waived or released in,writing by the Approval Authority as provided for in paragraph 2. In no event shall any use be made.of the'Land, which is otherwise prohibited by the By-Laws of the Town of Barnstable,,as the same may from time,to I time be amended,or by any applicable law, ordinance,or regulation of any governmental unit'ha'ving t' jurisdiction thereof. 2. Approval and Waiver of Restriction. The term "Approval Authority"as used herein shall mean the duly appointed members of the Board of Health for the Town of Barnstable. Said Approval Authority may amend,waive,terminate or release ' (: this Restriction by written instrument at any time. hi. 3. Duration. The Restrictive Covenant set forth herein shall not expire unless sooner amended,waived,released or terminated as provided herein by the Approval Authority. , r: 4. Benefit. k; The provisions contained herein shall run with and bind the owners of the Land and their heirs, devisees, legal representatives,successors and assigns. 5. Non-Waiver. The failure of the Approval Authority to enforce any restriction, covenant,or provision hereof,shall I. i not be deemed to be a waiver of the right to do so thereafter as to the same breach of to one occurring + E" 4 l prior to and subsequent thereto. E I � kr 4. i 6. Severability. If any provision hereof or the application of any such provision to.any person or circumstance shall be held invalid,the remainder of this declaration or the application of such provision to persons or j circumstances other than those as to which it is held invalid,shall not be affected thereby. PROPERTY ADDRESS: 223 Fifth Avenue,West Hyannisport,Massachusetts 02672. iI WITNESS the execution hereof under seal this 13 day of September, 2010. � L is 1 ROBERT N. FELDMAN i ' I � COMMONWEALTH OF MASSACHUSETTS Ba . ss. On the 6 day of September, 2010, before me,personally appeared Robert N. Feldman; known to me to be the person whose name is signed on the above document,and acknowledged to me that he signed it voluntarily and for its stated purpose. i i w pMICONIERwwy i s pow"WAM OF MV�gou i f�. l r o•. t t i / 1 i I I { i i G EXHIBIT"A" LEGAL DESCRIPTION j I f Owner: Robert N.Feldman Property Address: 223 Fifth Avenue,West Hyannisport,MA 02672 E r } l {. { The land with the buildings thereon situated in that part of Barnstable called Hyannisport, Barnstable County, Massachusetts,bounded and described as follows: i 1 NORTHERLY: by Cross Street as shown on aplan hereinafter referred to,one hundred(100) I feet, l EASTERLY: by Fifth Avenue,as shown on said plan,eight(80)feet; SOUTHERLY: by Lot 320, Block E,on said plan, one hundred(100)feet;and { WESTERLY: by Lot 530, Block E,on said plan,eight(80)feet. The above described parcel is shown as Lots 322 and 324, Block E,on a plan entitled, "Plan of Seaside Park at Hyannis Port, Mass.,owned by the Seaside Park Association, Boston, Mass.,August, 1893, Fred j 0.Smith,C.E.",and recorded with Barnstable Registry of Deeds, Book of Plans 34, Page 23. For title,see deed recorded at Book 24687 Page 267. i a F f. t ` I t f{ 1 f I S { i FROM :down cape engineering inc FAX NO. :15083629880 Oct. 29 2010 12:03PM P1 OCT-29-2010 10:33 From:BORTOLOTTI CONST 5OB4289399 To:15083629eSO P.1/1 Regulatory S-eiwfaw nNwcr� ao, The=as F.Geiter,Directer M . Public Health Divuaion �! 'Tho maa McKun,Director 200 Noun Stwmat,nyanals,MA,02601 4ffirew Fax: .508-190.6104 Xas%1]Az _Dcsimmer Cerdifleation Form 1)a>te: W01 Scwago l?ermit# O?0/d"3/d Anemesmor's M op\)'at'cel oI �.. ocsiguer. L"im La i�epq Installer: fJ 1 r4/0�A f..Q Address; i ,Addreaa; �d. �;�� 7— t . atit o -64 H4- NUJ'bnZl /tf(f aaftj ,a��t � was issued 0,Permit to inmo H a . �._ Sptie system at _ 11k C. buod on a.deaign drawn by s an e 1 . dacl �-y` ��}�.�mo V I Cel tiff+tW IhO 11000 eYMM,ref'arenced above vwa 3r lled subaumtially according to the design, which may i6eWe tninQr a oved changes och as latual relocation.of ft distabaVou box mftr eeptic tamk df e: •► P' o%. too w �stt.Y&y, �` ati Pa 1 600 moictl t`I�►1��w.+�T Way q•&+1iP4J. vJwt� ywrs�m.wy-ro bwO1ntNl�f`C�.��r• , or ,h,�...ar� Z certify thW the septic systems refer raced above was installed with major aim8w (i,e. Pater tban,10' fatal r owdou of the SAS ar eay vertical re10e11i0U of any component of the sc system)but in accorducc vith Stale&Low Regplat;ious. Plarri ravisioa or certified by designer to Mow, 0,F c►w DANIEL& "' DANIEL� (I7Ei9fift)le7'S 51 tm OJAiA " A. CIVIL OJAI.A �Na A9S02 No 4000 Peaipm'e SIPIitt ) a taraa �1CAAN; 'aa�"�'f]1�>�;r`[� '0A1t1VS7', � P. t�ZrC�D7i�+'F.�!,.,.Lti!Y!a'�'�N• �>R�rrRrcATA: raF CULCLatVxD HY TEE.Its,�'TA��i,��A1'��'tOTV'lagl<�N. �'AA..>c1T1��aa'tJ. q: Form 3•16-04.dac FROM :down cape engineering inc FAX NO. :150836298eO Nov. 01 2010 11:19AN P1 QCT729-aO10 10:33 From:BORTOLOTTI CONST 5OD4209399 To:150836298®® P.1/1 9"Am" tali Barnstable Regulatory Services Thamets F. Geiler,Director MAN. Pu bli'c Health ]Division The n.:as McKean,Dinc4or 200Main street,Hyanob,lA+ U01 Office: 508-862-4644 Fax, 509-790.6104 xnaaataLlc>r_dr_11�olt�maetr C+Qadi�idlald��n�'ortar DBtP.: a`? /0 SCwa o PePII�I,lQI Assca9s111a'!S 1MIap11PaD'eeE �r m'JA Coe � �v A4 to tat_l p�. 1 A A 4. 70� a�aa�aa�eas: Address: 1 a� 0. �Ox _Yowm 0 A_60"t 1144. On_' dWc Was ia#a ood 5 p6rax>at to ing'a a a ) (installer) sage system at � I T� Ave. based on n deli9p dra Wra by an l 01441 dastard sA 10 a I cam' that The septic system.raft maad above was ioswed sublttatially accadi,ng to the drsi.p, which may mcludc minor approvod chaups such as 1awal teldcatio.n of tie , distrib utioKnr bsoMxr and/or c t hk. . gdm. dk roll. 4v � � it "1% r%MRG'al I& WI$ f�%Pj. w« 4 dwv%er CVe54'1 *AP)1 wo I etd* that le Wfic $y3t= refa:renced above was insuffied with major o4meu (i.e. meter ALO 1.0' lateral relooedoa of tho SAS or 13M Vadoll relowtioax of my compoaeait oftbo sepVo system)but in accordmoe with a^'tate&Lood RegWatiow. Flag,revision or cer6fle by designer to follow. ,ySN OF A(�yy OF M4$ g S ] C yid OJN EA QANIEI ' A CIVIL sn OJAIA No 40502 b No 40980 (Dqiper's ip mre) tam PLUM UART T1N 71'A= PUBS =,u.rft. UMmkuN, CERTMC,A' 9? UE - D aka r LE aMIC EMALTLI AMST YN Q:Henitbl5;0d0zsIV 7 CetJt]tdlon?Pam 9M2aD Cdoe NOV-02-2010 10:39 From:BORTOLOTTI CONST 5084239399 To:15087906304 P.2/4 Re(gu.l trtPry Services Thomas F. Geifer,Director iA{WBI'AI31drn � MAW � Public Health Division Thomas McKedaa,];Director 200 Main Street,Hyaadats,MA 02601 Qf#"i= 508-862-4644 Fax- 508.990-6104 Installer&Deslaner CerfiffeadonYoarm q Dmte: �p d-7 �� SSewage 'eradralt 0�0"31 Assessor's 11�mp1Pmresi a r � ,�Qp 1 Dcsi pee: 0 LJA C /MEn Inslailer: U 1 a /t4 i'1a.r 0 r` �. n address: ✓1 Address: � �30, to""-vet 0 (AA do0 Qn was isatied a permit to install a date) (ixtstiil r septic system at based on a design drawn.by (addxess) 0*1 a/9 dated 'V• (desd.gndW -- V I certify that the septic system referenced above was installed subsmbally according to tlae desigr4 whiob may imiude minor Approved changes such as lateral relocation of the distrib�ultion box and/or septic tank, ffi _q X certify that the septic system referenced above was installed with major changes (i.e. greater t=1.0' lateral relocatiou of the SAS or any vertical xelocatioa of any component of the septic system)but in accordance with,State&Local Regulations. Flan revision or certified It by designer to follow. VA OFA(4 Q,4f, ANISLA. DANIEL �, Zotastaller's Slgdaakakutt; =� pOJALA A. ram~ 'g CIVIL N " OJAIA _ No 46502 a No.40080 Pam. r.. �na�rR�laT1`-S��`eltiw lRryRF,'48���0� �Ij �� la("t.�IZtS� SS1dNAL �Nd ��o tiUfiV.� cgiper'S igrww-i) ( esigner"s Stamp `,I.O_BARNSTABLE l'Ml!; __t A�Lt :r._,���v�410 CERT2X +� CC1N rr1,AN41�.. O'' 3Z `SUE. tTPBh,&N1) AS-DU4,T CARD A. r M&EM-D BY TBE BARNUABLE EUBLIC B7ALTCI MMSION, THANK.YgTJ. Q:HealtWSeptddDeadgngr Ccedflemlon Form 9-26-04.dor c Town of Barm-table P# Depnrtinent of RegulaWF" Services • Public I eaI Di v dull Date aeartsreet e " " Meas 200.Main Street,Hyannis.nnis. A.02601 r6�p. ♦� .. Date Scheduled Time Fee Pd. Soil Suitability Assessinent for Sewage Disposal- Performed By: Witnessed By: � (/� /IJ LOCATION �&-GENERAL NFORMATION / Location Address Owner's Name O/�x� C Address Assessor's Map%I'arceL•' 7 -�� - - ��� �''�� a AN NEW CONSTRUCTION REPAIR Telephono III 2J!0 6 a 5 � Land Use Slopes(%) _ Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands 4n proximity to holes) . Al T _ i _. n� r- Depth to Bedrock. oA Parent material(geologic) -( p Depth to Groundwater: Standing Water in Ho N 12 u Weeping from Pit Neeled1 Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: I,, Vle'-t.n,cnll mottle _. N+./, in. —�+ - - Depth Observed standing m obsaiote: ..--.:-=— -,.-�- - r••-� Ct Depth to weeping from side of obs.hole: ILL Groundwater Adjustment Index Well# Reading Date: Index Well level, ._,_ Aril.factor.,,,.,..,.-- AtO.Oroundwater Leval PERCOLATION TEST Thne Observation Time at h" Hole# — t,� Time at6" Depth of Perc Start Pre-soak Time @ Time ff'-6") ----- End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site,Failed: _ Additional Testing Needed(Y/N) Original: Public Health Division Observation.Mole.Data To Be Completed on Back----------- ***If percolation test is to be conducted within 1001 of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. (2:\SEPTI0PE11CFORM.DOC II r 4 DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o istenc o Qrave_ I) a fib`: J 3J. r DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Surface(in.! Soil Color Soil Other (USDA) (Munsell) j, Mottling `(Structure,Stones,Boulders. 0„ o� Consis e c 96 G MAIL-Ls DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil'Iexhire Soil Color Surface(in.) Soil Other ' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i tc c Gravel) t DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA; (Munsell) Mottling F g (Structure,Stones;Boulders, . ons' t n , w Flood Insurance Rate Map.• Above 500 year flood boundary No_ ve. _ Within 500 year boundary No_ Yes �)I/. - Within 100 year flood boundary No yes .X Depth of Naturally Occurrine Pervious Material Does at least four foot of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervio material? _ Certification I certify that on (date)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 CMR 15.017. Signature — Date Q:ISEPTICIPERCFORM.DOC r down cape engineering, inc. SIEVE SOILS ANALYSIS_223 TH AVE HYANNISPORT.xlsx DATE OF REPORT: 7/7/08 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 223 5TH AVE W.HYANNISPORT LOCATION: DCE TESTHOLE SIEVE ANALYSIS Weight Sample(Grams): 550.5 SIZE :WEIGHT RETAINED ; % RETAINED : % PASSED ------------- - (sum v-----------------�---------- -- -- 1" 0.0: 0.0%: 100.0% ------------- ------------------------ -a------------------ ------------0.0% 3/4" 0 OA_ 0.0% 100.0% 1/2" 7.1: 1.3%: 98.7% ------------- --------------------•---------- --------r------------------ 3/8" 13.9: 2.5%; 97.5% #4 24A: 4.4%: 95.6% #10 -- 9.2%: #20 _ __ 148.5 27.0% __ 73:0% ------------- ------L-------------_n: #40 330.5: 60.0%: 40.0% - --------------f..........................Y--.----------------f------------------ #50 412.1; 74.91 6: 25.1% - ------------%------------------------ -Y--------------.8-%: ---------- #80 478.0: 86.8%: 13.2% ------------->--------------------------d------------------� - #100 515.1 93.6%: 6.461. .............. ..........................A------------------L------------------ #200 540.1: 98.1%: 1.9% --- -------------=--------------------------•-------------------------------------- PAN: 550.5: 100.0%: 0.0% --------------r---------------------------------------------------------------- SAMPLE: 550.5; NOTE: TEST ON PASSING#4 ONLY, 4% RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-1-b(GRANULAR, SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) #50 10%-100% #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL" IN TITLE 5. <5% PASSING#200 SIEVE ?�ZNOFMgss9 c RESULTS: PERMEABLE MATERIAL-CLASS 1<5 MINJIN. MATERIAL �° DANIELA. yes NONCOMPACTED OJAIL CIVIL N SOIL DESCRIPTION: FINE SAND,TRACE SILT o No.46502 0 S ERGO 0 _ G f �pFZHE tp1Y,L Barnstable Town of Barnstable y AtAmerica City BA • MASS.. � Board of Health 9 MASS. 1639. �� m prFDMA%A 200 Main Street, Hyannis.MA 02601 9007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D_. Junichi Sawayanagi October 17, 2008 Mr. Dan Ojala Down Cape Engineering 939 Route 6A Yarmouth Port, MA RE: 223 Fifth Avenue, Hyannis A= 245-041 Dear Mr. Ojala, You are granted variances, on behalf of your client, Dr. Stanley Goldstone, to construct a replacement onsite sewage disposal system at 223 Fifth Avenue, Hyannis. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located 7 feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The. soil absorption system will be located 12 feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. Section 360-1, Town of Barnstable Code: To install a septic system and pump chamber 83 feet away from a wetland, in lieu of the minimum 100 feet minimum setback required. The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the Q:\WPFILES\223 FifthAveHyannisOjala Oct2008.d0c property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Inspector prior to obtaining a disposal works construction permit. (3) Use of an adequate vegetative screen or a stone face will be used around the retaining wall. (4) The septic system shall be installed in strict accordance with the engineered plans dated September 10, 2008. (5) The designing engineer or registered sanitarian 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 engineered plans dated September 10, 2008. (6) These variances expire three (3) years from the date of the variance decision letter. It is the applicant's responsibility to obtain a disposal works construction permit within the three year period. These variances are granted because physical constraints at the site severely 'restrict the location of the septic system components due to the very small size of the lot. The proposed new septic system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sic rely y rs I Wayl Miller, M.D. Chai an Q:\WPFILES\223 FifthAveHyannisOjala Oct2008.doc tt1E TQ� DATE: �'lJ FEE: RARNSrARLE. + / MASS. �° REC. BY e 1639. � 1� A Town of Barnstable dr SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2 Z 3 Assessor's Map and Parcel Number: Size of Lot: X Oeo Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: t)✓Ceie M Jwc Phone 5��` 3.G 7- �1 � Did the owner of the property authorize you to represent him of her? Yes _ No PROPERTY OWNER'S NAME / D CONTACT PERSON Name: 2- L �(GCS F Name: � iL /f - O�FI Vr'T (- f. Rus . Address: D11. .S�k7*Zdress: Phone: �' Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 310 CAPe � �� -E 7'-C I,s f+-�r�vtts i j)UES6i-619c!L 'N 5a0 1 6 ZO 2 Gct Ceh.s CA 0". PUV45j� 3.ao- 1 £ - �� S ►4c(c fa w�T n urn 3 NATURE OF WORK: House Addition ❑❑CEED House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) 3 Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form i t�I 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 tf1 C? a' Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicankff expense (forTitle 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 o evleaAe ) only outside dining variance renewals[same owner/leasee only], and variances to repair failed sewage disposal systems [only,if no exp sion to t&�Z uildi lvg proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.I� Town of Barnstable Geographic Information System September 30, 2008 245102 #200 245129 245083 ^"'� #191 245080 #201 #202- 245105 #212 245132 #0 CD �A t 245 082 4 O4 #2 11 �. 245081 #216 '24510 F G en 'Z C 245045 ; ; ; ;2451Y- , #217 1 ?�7 CROSS WQV In in ':'24504: a 245134 . 1 :•;rl•2 GG rn 245043 #25 24fS�42 #15 , 245044 N nR{V C �R #231 B ::.::•.•::.::::::•:;:;.;:::.:.:::.::::: :•.: :::::::.: :. 245135002 #40 245135001 #246 245039 #241 0 34 Feet DISCLAIMERS:This ma s for planning purposes only. It is not adequate for legal Map:245 Parcel:041 Board of Health p i Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1-100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map Buffer such as building locations. %r � SEP-26—:2008 02 :43 PM STANLEY GOLDSTONE DMD 781 344 7697 P. 01 lot x a i ? i i f; /V tr n id 1 � � -w9- r) jr •: x N � � h tv v s M � A . i Re: Z 7-3 5 E DCE# To Whom It May Concern, Please be advised that I/we am/are the legal owners of record and Uwe have authorized Down Cape Engineering,Inc, to act as our representatives for 1)Conservation Commission, 2 3) Board of Health meetings and 4)any other hearings at the above referenced property. 51-A NL.E Crp LvS-ro Pe DO�o Res 6©� ram s Y 'DS�-�tn ec ,, ��4"rr;A. Ol n -Afa "-- ture s WK/100f —(date) T0 'd L69L bb8 T8L awa 3NolSaio9 A31NI$IS wV ZS= TT. 800Z-qGT-d3S Abutter,Report, ' Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '245041' Direct abutters(no set distance) and the properties located across the street. Total Count: 6 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CitystateZip HILLSTROM, GLORIA A MILLBURY, MA 245040 GLORIA A& HILLSTROM IRREV 3 KATHERINE ST 01527 21384/147 WILLIAM H TRS TRUST GOLDSTONE, CROSS STREET W 245041 STANLEY&D B TRS NOMINEE TRUST PO BOX 612 HYANNISPORT, USA 1772/274 MA 02672 245042 BRADLEY, PATRICIA 943 MIDLAND SOUTHLAKE,TX 20598/272 E CREEK DR 76092 W 245103 VILLA, PHYLLIS A P O BOX 301 HYANNISPORT, USA 5407/286 MA 02672 245104 HERRINGTON, 25 BATCHELDER ST MELROSE, MA USA 11338/308 JAMES&ELLEN 02176 QUINLAN, W 245133 RAYMOND L&JANE PO BOX 536 HYANNISPORT, USA 8021/057 B MA 02672 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessors database as of 9/30/2008. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 9/30/2008 tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court September 30, 2008 Andrew R.Garulay,R.L.A. surveys Re: 223 5th Ave site planning W. Hyannisport, MA Board of Health Hearing sewage system Dear Abutter: designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Title 5 Regulations under CMR 15.000 and inspections Town of Barnstable Regulations for the subsurface disposal of sewage for the proposed septic system at 223 5th Ave West Hyannisport. The variances requested permits are as follows: Variances requested under Maximum Feasible Compliance 15.405: landscape architecture (1)(a): reduction in setback, SAS to property line (10' to 7') (1)(b): reduction in setback, SAS to foundation(20' to 12') Variances requested under Town of Barnstable 360-1: Reduction in setback to wetland, septic tank and pump chamber- From 100' to 83' Said hearing will be held in the Selectman's Hearing Room in Town Hall, 367 Main Street, Hyannis, October 14, 2008, at 3:00 pm. Please check with the Health Department to confirm date and time. Sincerely, David D. Flaherty Jr., R.S. Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health J j D I , \J\ aCD �� III II i IO I _? 'I N I! ——• I' \ h I j 0 0 I I AI_4 O 11 O r.� Iti T I I i N I I — a 6 o rn I ga; I I �� -�---i i I N ® � � �.—.� � z I - 3 f < - - I � I - ---- - I- a m l ° It j� 13 i I I mA I ~ - W 1 N ly H I Feldman Residence Peter McDonald Architects LLC 560 Doane Road Date:3.26.2015 227FifthAvenue Eastham,Ma. First Floor Plan N Hyannisport,Ma. 508 240 0843 4,_0" �D n r�� > a t) /2 � O I 10 . O I -- - O 75 7 _ 6 g�_I Zu I_gu I I i Z I vn V1 a I / I N N~ � I V = Q I _ O M NI— OI R I J' N � I _1 � N I II ❑ � � I N= �I ay 3 Ig,_2g„ I II jjjj I y I I c¢ O V I NF- # I I I i y UI NI- I v II 14 I u I I a� IO ___== I--------I - 3 7. A. M " 3 h Y 1 i g2'"p" 11J N to LPG i Peter McDonald Architects LLC Feldman Residence 560 Doane Road Date:3.: Second Floor Plan 227 Fifth Avenue a Ea8 240ham, 843 Hyannisport,Ma. 508 240 0843 W I i LEGENDSYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES SYSTEM DESIGN. MARKED WITH MAGNETIC TAPE OR o (N:IT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. tvGVD � 1. DATUM IS - 99 _ EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF M. GRADE PROVIDE OBS. PORT WITHIN 3" GRADE X 99.1 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED \ .3' 2. MUNICIPAL WATER IS EXISTING --�- PROPOSED CONTOUR 8.0' 1 MINIMUM .75' OF COVE 9.6 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD R OVER PRECAST 9.3' 2% SLOPE REQUIRED OVER SYSTEM 0 v%lle 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.41 PROPOSED SPOT EL. USE A 440 GPD DESIGN FLOW PRECUT M-10 TO BE AASHO H-MCb - TH 1 w 4'scH4o e RI 20 4"mSCH40 PVC 2" DOUBLE-WAS PEASTONE 3' MAx TEST HOLE SEPTIC TANK: 440 GPD (2) = 880 ;., � PIPES LEVEL 1ST 2' /� OR GEOTEXTILE 0.75' MIN 5. PIPE JOINTS TO BE MADE WATERTIGHT FULL / FILTER FABRIC R STONEa 1 00 GAL. SEPTIC TANK BASEMENT *8.3'f to' t4" y v / 8.8' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MW MONITORING WELL USE A 5 Q ..,- 1500 GAL H-10 , USE A 1000 GAL. PUMP CHAMBER 6.00 T SEPTIC TANK TEE 5.75 �. O°O°O°o°O°O°°°°°O°O°° ° O°O°O°O°p°°°° 310 CMR 15.000 (TITLE V.) Locus UTILITY POLE QJ 0 000000000° o� 00000o00000000000000o0000000000000lo0000000a00000 00000000000000 4' UQ. LEVEL o000000 8.39 0000o000000000000000000000000000 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO ACME OR EQUAL GAS BAFFLE "' O o 00°0°0°0°0�0 0° °0°0°°0°°0°0°0°0°0°0°°0°0°°o°o°O°o°°o°°0°°0°0°°0°0°0°°0°°0°0° °0°0°°0°°0°0°°0°0° 7.8' Nantucket Q BE USED FOR LOT LINE STAKING OR ANY OTHER LEACHING: " PURPOSE. FIRE HYDRANT ":a :: 8.68 1 8.51 4 PVC SET AT .005/' SLOPE /i SIDES: N A ON 6" DOUBLE WASHED 3/4"- 1 1/2" STONE J Sound NOTE Nor ALL SYMBOLS MAY APPEAR IN DRAWING 0 •o 0 0 0 •o 0 0 •0 c PROVIDE TUF-TITE EF-4 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 00000 0 0 0 0 0 0 0 0 o EFFLUENT FILTER OR EQ. 18 MAX. LENGTH 4 PVC SET AT .005/' SLOPE BOTTOM 609.5 SF x (.74) = 451 GPD = 4' °°°°°°°°°°°°°°°°°°°°°°o` EFFLUENT FILTER OR EQ. DEPTH OF FLOW ., ., ., .. f% .. 5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED TOTAL: 609.5 S.F. 451 GPD TEE SIZES: �_ 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND . *THE INSTALLER SHALL VERIFY THE INLET DEPTH = 10" WATERPROOF/WATERTIGHT COMPACTION. (15.221 [2]) PERMISSION OBYAINED FROM BOARD OF HEALTH. LOCATIONS OF ALL UTILITIES AND ALL USE LEACH FIELD OF PIPE AND STONE OUTLET DEPTH = 14 HIGHEST GROUNDWATER ELEV. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH DIMENSIONS SHOWN (SEE DETAIL) (VIA MONITORING WELL OVER 2 8' DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND MIN. FULL & NEW MOON CYCLE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY MIN. PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000't PORTION OF SEPTIC SYSTEM ( 2 % SLOPE) ( % SLOPE) ( 1 % SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 245 PARCEL 41 MA PUMP LEACHING FACILITY. APPROVED DATE BOARD OF HEALTH FOUNDATION 18' SEPTIC TANK 1' 22' D' BOX 14' LEACHING CHAMBER FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. BUOYANCY CALCS: VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: TEST HOLE LOGS 1500 GAL. H-10 SEPTIC TANK WEIGHS 11,480 LBS. (SHOREY) 1 a: REDUCTION IN SETACK, SAS TO LOT LINES (10' TO 7') 1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' To 12') 8.0' ENGINEER: DAVID FLAHERTY, R.S., SE2755 1.3' x 10.5 x 5.67 x 62.4 = 4830 LBS UP (OKAY) ALARM AND CONTROL PANEL TOWN OF BARNSTABLE ORDINANCES: TO BE INSTALLED INSIDE WITNESS: DON DESMARAIS, RS 1000 GAL H-10 PUMP CHAMBER WEIGHS 8240 LBS (SHOREY) BUILDING. ALARM TO BE ON 1.6' x 8.5' x 4.83' x 62.4' = 4099 LBS UP (OKAY) 360-1: REDUCTION IN SETBACK, SEPTIC TANK AND PUMP SEPARATE CIRCUIT FROM PUMP INV. IN 5.T JUNE 23, 2008 CHAMBER TO EDGE OF WETLAND (100' TO 83') 1000 GAL. H-10 S 2 PRESSURE LINE DATE: ALARM ON 470.GAL+ SLOPE TO DRAIN BACK TO PC < 2 MIN/IN FLOAT SWITCH RESERVE WEEP HOLE PERC. RATE _ CH SETTINGS: PUMP ON 8" CHECK VALVE CLASS I SOILS P# 12254 4" WORKING RANGE ZOELLER "WASTEMATE" 5.3" SUBMERSIBLE MODEL M282 1/2 HP PUMP PUMP OFF 12 SYSTEM (OR EQUAL) ELEV. ELEV. �� �� �� o„ 4 8.5' o" 4 8.0' PUMP CHAMBER FILL (NOT To SCALE) 26" FILL 24" WATERPROOF/WATERTIGHT A A CROSS STREET LS LS OVERLAP LINER 10YR 3/4 30" 1OYR 3/4 ONTO WALL EDGE OF PAVE. +� `7 PROP. CONC. RETAINING - B - - - - -+� T _+7 Sj FENCE - - - o �12 B X NCE ���_ 9.13 WALL. TOP AT EL. 8.8' ��,$7 i34- X X GUY WIRES LS LS 1OYR 5/6 34" 10YR 5/6_ 5.2'_ 36' 5.5' _ MW ;" LOTS 322 Bc 324 6 10 g �� I .. 40 MIL POLY VINYL AND EXISTING TH * 8,000 SF 8.91 �� I EL. 8.8' ,_10 I MASTIC ON INSIDE OF C PROP. LINER CONCRETE --�6. 1 r "-"t H � +9_ o'� I � '�:; ;: :F> TAINING WA LL WALL \\ }8.73 wAL 9. t PROP. VENT WITH CHARCOAL FILTER \ 8•0 8 9 { 9. 8.73 :��r FMS FMS AND BUGSCREEN (FINAL PLACEMENT BY I \ ?• + 08 = %'•".:i�Y, CONTRACTOR WITH HOMEOWNER 6. 3 10.7 9. o I ,.. .. (6) #3 BARS CONT. FOR CONSULTATION) ' +8 7 9.27 I D :•.;::; HORIZONTAL REINFORCEMENT 720# - 2,5 67" -W 2.4' © .98 I 5 REMOVAL OF UNSUITABLE SOIL REQUIRED �:• ' ,.;. 4:b" 2" CLEAR AROUND PERIMETER OF LEACHING FACILITY, 5.0 EL. 5.8' - 7 9.32 00 I Z DOWN TO SUITABLE SOIL LAYER. REPLACE EXISTING GAS O WITH CLEAN MED. SAND. OVERLAP UN� °' C %' '�` 120" 2.5Y 5 2.5Y 5/4 DWELLING METER p I .;. ^ 4!�.% " " ' TOP FNDN=10.3 p .#3 BARS 12 O.C. FOR VERTICAL /4 -2.5 120 -2,0 ONTO WALL 8.61 :'` ;REINFORCEMENT 9 \ �� 9.01 ( *PROVIDE 40 MIL LINER IN ,•x ••,,.�`:;;::: ''' .;. : :.. 9.7 9.03 OH WIRE 8.36 :.:H�` :. AREA SHOWN, 5 OFF EDGE :r.. .•'¢ 2 . '' '. BENCHMARK: USE �� EL 98 XII8 22 OF SAS. TOP AT ELEV. 8.8', 2" CLEAR NOTE: SIEVE ANALYSIS PERFORMED 7/7/08 CORNER OF WOOD 2 O METER CONC. 8 85 I- - 8 23 BOTTOM AT EL. 4.8 t RESULTS: CLASS 1, < 5 MIN PER INCH 3.8' BASE ELEV. MATERIAL, BULKHEAD AT +7.54 SLAB • "' TRACE SILT.NON-COMPACTED.4XRETAINED ON I#4 SIEVE (< Op 7.67 DECK 84 a' � I''*�'' ELEV. 9.8 p g• ,� I ;:.. ..,.�$., /CP= PAVED 45X OKAY) O SHED 8 �\J� 8 79 DRIVE , NATURAL SOIL 8.78+8.78 +8.6 WALK + .36 o° I +7.25 II7.96 7.�99 + . - x - 18 - 7.91 CONC. RETAINING WALL 100.00, NOT TO SCALE NOTE: ADDITIONAL z7f 8.00 CESSPOOL MAY BE EXISTING IN THIS AREA DWELLING TITLE 31 , 5 SITE PLAN j OF 19, -- \� 223 FIFTH AVENUE \\\\ WEST HYANNISPORT I \ \EDGE OF SALT MARSH PER APPROVED PLANT \\ PREPARED FOR DATED 4/1/05 BY DBC ENVIRONMENTAL to DESIGNS M ; STANLEY GOLDSTONE SEPTEMBER 10, 2008 4" PERF. PVC IN 3/4" - Scale: 1"= 20' \ 1 1/2" DOUBLE WASHED STONE FIELD 0 10 20 30 40 50 FEET 6.1' PITCH LINES .005'/FT off 508-362-4541 oa��y�rioF,�yssgcy � NOFM.gs fax 508-362-9880 DANIEL c o DANI c`a ( downcope.com 0 A.SAS DIMENSIONS � ELA. s C;;� JA ca down cope eagineeriog, Inc. OLA y � 1 - 10 No.409880P �No.46502 Civil engineers e p S S ' Q,S t ,. land surveyors t7 q � SURVE�O s1 G � y 939 Main Street ( Rte 6A) 08- 3O DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 ------------- ---------------- ------ I C I I � LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES o MARKED WITH MAGNETIC TAPE OR 99 _ EXISTING CONTOUR SYSTEM DESIGN. (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NGVD ACCESS COVERS TO WITHIN 6 OF FIN. GRADE PROVIDE OBS. PORT WITHIN 3" GRADE X 99 EXIST. SPOT ELEV. GARBAGE DISPOSER IS NOT ALLOWED 3' 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 99 PROPOSED CONTOUR MINIMUM .75 OF COVER OVER PRECAST 9•3 296 SLOPE REQUIRED OVER SYSTEM 9.6 DESIGN FLOW: 4 BEDROOMS 0110 GPD = 440 GPD PRECAST H-10 ville RISERS (Tl'P.) 8" MIN. DIAM. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �9g•4] PROPOSED sPor EL. USE A 440 GPD DESIGN FLOW 2'o COVER TO BE AASHO H-M TH 1 4"scH4o PVC p�,� 4"OSCH40 PVC 2" DOUBLE-WAS E PEASTONE 3' MAX PIPES LEVEL 1 ST 2' OR GEOTEXTILE 0.75' MIN 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 440 GPD (2) = 880 FILTER FABRIC V R STONE , YYY �u Mini MONITORING WELL USE A 1500 GAL. SEPTIC TANK BASEMENT *8•3f , 10" 14" v 8.8 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH SEPTIC TANK-10 5.75' E USE A 1000 GAL. PUMP CHAMBER 6.00 TEE TEE310 CMR 15.000 (TITLE V.) Locus 0 0 0 0009 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o .7 ° ° ° r °o°o°o°o °o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°o° o°o°o°o°o°o°o Q ,o °°°°°°°°o°o °° 8.39 °o°O°o°° °°°°°o°o°°°°o°O°O°O°°°°°°°O°O°°°O°o°O°O °°°°0°0;°°°°°°° UTILITY POLE 4' LIQ• LEVEL o o°o°o°o°o°o° °c °o°o°o°o °o°o°0000000000°000000000000000°0000000 00°0°0°0°°°0°0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BAFFLE ° °°°°O°O°O°O° °C °°°O°O°O °O°O°O°°°°°O°°°°°°°°°°°°°O°°°°°°°°°°°0.° °°O°O°° °°O°°°° 7•8' BE USED FOR LOT LINE STAKING OR ANY OTHER Nantucket ACME OR EQUAL Op $ 68' ^o^o °^° 8.5 1, ° ° ° ° o °4" PVC SET AT .0050 o SLOPE ° ° ° q ° ° ° FIRE HYDRANT LEACHING: Q Y » " `% " PURPOSE. Sound SIDES: N/A 6 MIN SUMP ON 6 DOUBLE WASHED 3/4 - 1 1/2 STONE: NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O O o 0 0 0 0 0 0 0 0 c PROVIDE TUF-TITE EF-4 12" MIN. TNT. DIM. 18' MAX. LENGTH 4" PVC SET AT .005' SLOPE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0000000000000000OOOOOOOc EFFLUENT FILTER OR EQ. /' BOTTOM 609.5 SF x (.74) = 451 GPD o„o„o„o�o„o O� o„o�o„Ono, 5' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED TOTAL: 609.5 S.F. 451 GPD 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE WATERPROOF/WATERTIGHT � LOCATIONS OF ALL UTILITIES AND ALL USE LEACH FIELD OF PIPE AND STONE HIGHEST GROUNDWATER ELEV. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING WITH DIMENSIONS SHOWN (SEE DETAIL) (VIA MONITORING WELL OVER 2 8' DIGSAFE (1=888-344-7233) AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES BUILDING SEWER OUTLETS AND MIN. MIN. FULL & NEW MOON CYCLE) PRIOR, TO COMMENCEMENT OF WORK. SCALE 1"=2000'f ELEVATIONS PRIOR TO INSTALLING ANY % SLOPE) ( 1 x SLOPE) ( 1 % SLOPE) PORTION OF SEPTIC SYSTEM ( 2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5` BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 245 PARCEL 41 MA PUMP LEACHING FACILITY. APPROVED DATE BOARD OF HEALTH FOUNDATION 18' SEPTIC TANK 1' 22' D' BOX 14' LEACHING CHAMBER FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. i i TEST HOLE LOGS ' BUOYANCY CALCS: VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: SECURE, WATERTIGHT MIN. 20" DIAM. ACCESS COVER TO GRADE � 1500 GAL. H-10 SEPTIC TANK WEIGHS 11,480 LBS. (SHOREY) la: REDUCTION IN SETACK, SAS TO LOT LINES (10' TO 7') 1b: REDUCTION IN SETBACK, SAS TO FOUNDATION (20' To 12') S.o' ENGINEER. DAVID FLAHERTY, R.S., SE2755 1.3' x 10.5 x 5.67 x 62.4 = 4830 LBS UP (OKAY) ALARM AND CONTROL PANEL \ I TOWN OF BARNSTABLE ORDINANCES: TO BE INSTALLED INSIDE may , ` ` �+ ,, DON DESMARAIS IRS 1000 GAL. H-10 PUMP CHAMBER WEIGHS 8240 LBS (SHOREY) BUILDING. ALARM TO BE ON '�� WITNESS: 1.6' x 8.5' x 4.83' x 62.4' = 4099 LBS UP (OKAY) 360-1: REDUCTION IN SETBACK, SEPTIC TANK AND PUMP, SEPARATE CIRCUIT FROM PUMP INV. IN 5.7 1000 GAL. H-10 S 2" PRESSURE LINE DATE:- CHAMBER 23, 2008 CHAMBER TO EDGE OF WETLAND (100' TO 83') ALARM ON 470 GAL.+ SLOPE TO DRAIN BACK TO PC < 2 MIN INCH PERC. RATE _ / FLOAT .SWITCH RESERVE WEEP HOLE SETTINGS: PUMP ON CHECK VALVE 8» CLASS I SOILS P# 12254 � 5.3" WORKING RANGE ZOELLER "WASTEMATE" 5.3" SUBMERSIBLE MODEL M282 1/2 HP PUMP I PUMP OFF 12 SYSTEM (OR EQUAL) ELEV. ELEV. r. o00000 `0000 0000 0000 O" 8.5' 0" 8.0' PUMP CHAMBER- FILL (NOT TO SCALE) FILL WATER PROOF/WATERTIGHT 2691 6 24" A A LS CROSS STREET LS 10YR 3/4 OVERLAP LINER 1 OYR 3/4 30" ONTO WALL EDGE OF PAVE. + - 3091B +-54-7- - - - - -+CrS � -��15- - -�7.�J3 - - PROP. CONC. RETAINING 8 FENCE 0 �12 GUY B LS WALL. TOP AT EL. 8.8' k1�$7 16.z54X X X e 2-- g.13 WIRES LS 10YR 5/6 00.0ua 1 R .:w £ . - .,1: OY 5/6 5 5, 34" 5 2' MW LOTS 322 & 324 g _ -- 6 10 I - 40 MIL POLY VINYL AND EXISTING TH 2 * 8,000 SF 8.9i I EL. 8.8' 10" C CONCRETE --t H PROP. LINER -� .-I MASTIC ON INSIDE OF C _ ,• ,:, "RETAINING WALL WALL +8.73 9. ?' WgLK- 5' REMOVAL OF UNSUITABLE SOIL REQUIRED - -� AROUND PERIMETER OF LEACHING FACILITY, ,'� FMS PROP. VENT WITH CHARCOAL FILTER I �. 8.0 12, 8. 9 +g + 08 �1.71 DOWN TO SUITABLE SOIL LAYER. REPLACE :,Ya FMS AND BUGSCREEN (FINAL PLACEMENT BY 10.7 9. 0 WITH CLEAN MED. SAND TO MEET CONTRACTOR WITH HOMEOWNER 6. 3 +8.7 9 27 I D SPECIFICATIONS OF 310�CMR 15.255 3 '"' "T;� (6) #3 BARS CONT. FOR „ -W -W 2 4 CONSULTATION) I O '> r= HORIZONTAL REINFORCEMENT 72OBS. 2.5' 67 ' © 98 '4�j; 2" CLEAR I\ I rn oo I Z 510 '. EL. 5.8 EXISTING GAS 9.32 O •:.: : ,,. " DWELLING METER C .`: -:: 4`• ;:.',#3 BARS 12" O.C. FOR VERTICAL 12O 2.5Y 5/4 -2.5' 120" 2.5Y 5/4 -2 0' OVERLAP LINER 8.61 TOP FNDN=10.3' �o I rn f'•A.` REINFORCEMENT ONTO WALL 9.01 I k; g �� *PROVIDE 40 MIL LINER IN �' ''•' 9.7 9.03 8.36 , a: r5a;; •• ••.•.•::.r' •;! OH WIRE AREA SHOWN, 5 OFF EDGE •'$' O `�� EL .98 OF SAS. TOP AT ELEV. 8.8', 2" CLEAR NOTE: SIEVE ANALYSIS PERFORMED 7/7/08 BENCHMARK: USE 2' Q 8,93 X ,hI8.22 " CORNER OF W00 METER CONC. BOTTOM AT EL. 4.8 t <?:. ,::,; RESULTS: CLASS I, < 5 MIN PER INCH 8.85+8 - - 8.23 3.8' BASE ELEV. MATERIAL NON-COMPACTED. FINE SAND, BULKHEAD AT } 7.54 � DECK 84 LAB 00 7.67 TRACE SILT. 4% RETAINED ON #4 SIEVE (< ELEV. 9.8' 0 8. I ..,..�; �.. � ' •� 45% OKAY) CD o SHED 8 0 iCP% 8.79 WALK + .36 DRIVE I NATURAL SOIL OO V I 8.78+8.78 +8.6 +7.25 I 7.96 7I99 I X a +7.91 CONC. RETAINING WALL 100.00' NOT TO SCALE 1 NOTE: ADDITIONAL 8.00 CESSPOOL MAY BE EXISTING IN THIS AREA DWELLING I I ~' T I T L 1 T OE P L A N 31 I OF 19, 223 FIFTH AVENUE �. WEST HYANNISPORT _J/_ ` PREPARED FOR EDGE OF SALT MARSH PER APPROVED PLAN iA NI ` DATED 4/1/05 BY DBC ENVIRONMENTAL n DESIGNS M , STANLEY GOLDSTONE ry r SEPTEMBER 10, 2008 REV. 8/1 1 /10 (NOTES) " " Scale: 1"= 20' 4 PERF. 'PVC IN 3/4- - / �L 1 1/2" DOUBLE WASHED STONE FIELD 0 10 20 30 40 50 FEET 6.1' PITCH LINES .005'/FT � H of^ygSs off 508-362-4541 �t>3aFtiAssq fox 508-362-9880 �� �y , �o DANIEL �� • � downcape.com SAS DIMENSIONS �° DANIELA. G,, A. m °JVIL down cape engineering iac. 1 " = 10' CIVIL OJAIA u ' -- No.46502 q No.40980 civil engineers QISTr- �*�' q ors land surveyors L r�[ 939 Main Street ( Rte 6A) 08_ '30 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675