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HomeMy WebLinkAbout0028 ROOSEVELT ROAD - Health 28 Roosevelt Road Cotuit A = 039 131 i I �I s TOWN OF BARNSTABLE Cc, LCPCATION 5� Q v e ff rir SEWAGE # ,�002� y f VILLAGE Co y ASSESSOR'S MAP & LOT O 3°—1 A INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY S_O6 LEACHING FACII.=: (type)�3�DIti +Z Arhi�rl (size) f a,x;, �K.2 NO. OF BEDROOMS 3 BUILDER OR OWNER oo itna, PERMITDATE: L COMPLIANCE DATE: )-LO Z 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 F tot b�l 301 l qol No. —0� V Fee 1� / THE COMMONWEALTH OF MASSACHUSETTS � Entered in computer:�r Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for 30i5po.5ar *pzteut Cot 5truction Permit Application for a Permit to Construct(>Q Repair( )Upgrade( )Abandon( ) XComplete System 0 Individual Components -1 Location Address or Lot No. Z..8 Ro®s e v c It Pr &)v j Owner's Name,Address and Tel.No. p P-/tr £CA C'-Y/ 6CZ= -"-1 b Assessor's Map/Parcel 3 �� 13 /&g /, sou ,:� 1N17,4 Installer's Name,Address,and Tel.No.-5 6 5� '&3 3:' Designer's Name,Address and Tel.No. C_Krw C7� Sfizpha.. A Wi Isa+,,Pig ` (•LPG /�O 4�'{tlIH'L9KN bZ$ cZ b fglz w1ul,asp osCldzroilia AMA OV-557 Type of Building: Dwelling No.of Bedrooms jL,r« Lot Size_2 1', d/O sq.ft. Garbage Grinder(4/0) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow I I o ga49a&VeP4ay. Calculated daily flow 3 3 6 gallons. Plan Date Fe_br,r cs. 151�' 2©vz Number of sheets c4qy Revision Date Title S<�,�,� S�.cict. seyh Size of Septic Tank 1500 gc.11crw / Type of S.A.S. Zza,-&.., L�amh�,�s i2'x2�'x2t � Description of Soil Q ,. s� I Ib� �,. In io (�T-i�q 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 f the Environmental Code and not to place the system i era ntil a Certifi- cate of Compliance has been issued lth. Signeda U Application Approved b ate �_Z— Application Disapproved for the following reasons Permit No. -o On Date Issued Fee �.' ;r 1 TH COMMONWEALTH OFSSAC-HUSETTS -'� :i Entered in computer: w .--,'PUB C HEALTH DIVISION -TOWN OF BARNSTABLE.,MASSACHUSETTS Yes "ZIPPYtcatton for Migogar *pgtem Congtructton Permit Application for a Permit to Construct(X,)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components --� Location Address or Lot No. z_8 Ross e v<(t- (->r (d k,{ Owner's Name,Address and Tel.No. 1E prilLr a CA rrY/ Assessor's Map/Parcel /O /c.Gja Sf Installer's Name,Address,and Tel.No. 6�d 'C J y besign �s Name,Address and Tel.No. S o fs—4 Z_8'-913 j,­f 13 �3 eV i I( C �t�n�il�/ LtC 1C3✓l ��feplhg7fA Wils0..,Pt- lyh t� Type of Building: `X �4 . Dwelling No.of Bedrooms"fir«= Lot Size" sq.ft. Garbage Grinder(�o) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1 S� �r�h ga,,4/( -� . Calculated daily flow 3 3 0 gallons. Plan Date F�tiN)6E24 (! 'zooz Number of sheets Revision Date Title i+� J�►� _ tom, s,4� Size of Septic Tank Isoo acIlcoe // Type of S.A.S. lfem ,.1 121x7_SWiz!p , ' Description of Soil R_L .I„ h w . Nature of Repairs or Alterations(Answer.,w5ten applicable) 1' ?,� ,Date last inspected: Pt.Agreement: The undersigned agrees to ensure the construction and'maintenanceof the afore described on-site sewage disposal system in accordance with the provisions of Title f the Environmental Code and not to place the system in opera \until a Certifi- cate of Compliance has been issued Signed �• Application Approved b - ` �" ;y -'ate 0 Z_ Application Disapproved for the following reasons Permit No. rZ:2) 1-- "0 3M Date Issued / ` ------------------------------ —_______ THE COMMONWEALTH OF MASSACHUSETTS , BARNSTABLE, MASSACHUSETTS i .. �tCer iftcate of (Compliance THIS IS 4CERT� ya;',tha�tdie"On- rte Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( ) 'y 'f , at u o • '. �,, r' �'" has nstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No..r -� d Installer Designer The issuance of thi permit shall not be construed as a guarantee that the sys ill,finction as s ned. Date Inspector )!�Y . No."�C.l)� -------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mtgpogar *pgtem Congtructton Permit Permission is hereby granted to Construct( Repalii )Upgrades( e)Abandon _ 7 ( ) System located at Z� ns,rtA "`' 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:Constructio fnust a completed within three years of the date of t ' pe _a,r Date: L�� Approved b PP Y 71 /P,5 TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE G _- ASSESSOR'S MAP & JLOT ° —I3 INSTALLER'S NAME&PHONE NO. 13 P✓1,1pC_� SEPTIC TANK CAPACITY n�lSUy LEACHING FACILITY: (type CL.�,� <1 . (size) la{X2.S'1K.I NO. OF BEDROOMS 3 BUILDER OR OWNER 6004AAl 7 PERMITDATE: D L COMPLIANCE DATE: 2ak Z- i 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 j on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist I within 300 feet of leaching facility) Feet Furnished by i i i I � I Fo^� P 3 �3, `rB 9 tot 6" C 301 sir t �s0 i oseu�� c�r l3 4-92442 92 42 02 42 Andersen FWH9068 22'a' n'a' a 61 Breakfast `9 - - #24 Ih 2 N #2442 CII NOTE: Master . �� 12/6x616 C All windows shown are Bath g� I+H+I I I4.a, Andersen Narrowline Double Hung w/screens 1a 6' 16'1a' Master Great Room Storage and grilles. Bed Room Laundry Room _ 12, t O 9 9 I 15'9„ s,8:, LEA Ivx� (N Guest Bath 2'2° po Kitchen O to 61 N N 2'6, i , F loret loset� 3'6" I CO � --j closet '6' 2/6x6/6 " o closets "� "C. C0 o I ki Dec! Garage Room 2/Ox6/6 � N N = I •1•a" Dining Room a; � �I u I Foyer ::opening 5'6" closet 2/Ox6/14 `x # Bed Room 24 2 #24 2 ! 42442 11'C' 3 6., T 2„ 6'6., o N cD #2442 #2442 Porch - n'a, 16 5'6.. 11' ' 2C a' 22'a' FIRST FLOOR PLAN RESIDENCE FOR MR. GOODMAN SR. -- _ - —I—, I /CZ1l ^1 r, .�y I 5'10" 4816" 211211 4'-5"X 4'-5"X I'THICK 3'0" CONC.FOOTING FOR FIREPLACE 7 216" 2 '3„ II i NOTE: 2x1O'5-9 12"O.C. up N provide min.of 4-3'wide 916,1 basement 5a5h.Location 10"conc.wall by owner. 8'T tn� 10" deep 7'10" 7' 0 7'10" — — 7'8" �- 21'2" I 3-2x1O'5 j 2'x2'conc.footing 1'deep 6"conc.wall w/3-1/2"conc.filled lallie5 4'deep I 4"conc.51ab 01811 2x1O's 0 12"O.C. 0'10" f— 4— 4"conc.51ab --0 10"conc.wall d- 8'deep c� I � I 2-2x1O's. 20'10" - 1'3]� gl 011 I? 6 91 Oil 1'3" 16 8" 11'O" 20'0" 22'0" BASEMENT FLOOR PLAN RESIDENCE FOR MR. GOODMAN SR. Scale: 1/5"=T-0" Date: 12/14/0 !- _ 12 t2� - I II ® tr o lire III III III III � �. 0 .. � transn5omm winin dows 2-7x9 garage doors ��u 1000 dj1 - _ _-___ 00 0 Window cons 5 of 2#2442 with 2TR2420 transom u n is and a#ELFW 6006 half ro•,nd.. All Andersen e m FRONT ELEVATION RESIDENCE FOR MR. GOODMAN SR. . Scale: 1/8''=1`0" Pate: 12/14/01 Iffil I F11 II FF1 I FF'EDA i t REAR ELEVATION RESIDENCE FOR MR. GOODMAN SR. Scale: 1/8"=1'-O" Date: 12/14/O1 n 2 a9 T O" window head fin.floor line a+ --- --------------------- - RIGHT SIDE ELEVATION RESIDENCE FOR MR. GOODMAN SR. 0" Date: 12/14/01 A � 12 a9 window headIME a gil fin.floor line 1 LEFT SIDE ELEVATION RESIDENCE-FOR MR. GOODMAN SR. Scale: 1/8"=1'-0" Date: 12/14/01 2x10 Ridge Note use the following: 1x8 collar ties @ 4'o.c. 1x8 fascia 12 2x8 Rafters 1x3 Soffit 9 � 1x5 Soffit 1x8 freize/bd. 1x6 C.B. 1x8& 1x3 rake Note: attic insulation min.R30 2x10 16"o.c. 2-2x12 header 2x4 5tud5 1x3 Strapping Stud wall insulation 1/2"CDX 1/2"blueboard min.R11 Tyvec and plaster White ceddar 5hingle5 floor insulation 61 5/8"CDX Sub floor min.R19 2x10 12"o.c. �— Steel beam Size grade to be determined Alt.3-2x10"5 10"cone,wall '8'high 3-1/2"lally ` 4"cone.51ab 2'x2'x1'deep coc.footing SECTION RESIDENCE FOR MR. GOODMAN SR. Nnt to Scale Date: 12/14/01 i Design Schedule ELEVATION Leaching Area Requirements TOP OF FOUNDATION 102.5' 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD FINISHED BASEMENT FLOOR FINISHED GARAGE FLOOR - 100.5 ADDITIONAL 50% FOR GARBAGE DISPOSAL -NA-GPD � SEWER'INVERT AT FOUNDATION - 100.1' SEWER INVERT INTO SEPTIC TANK 99.9' PERC RATE _ <2 MIN. / INCH (CLASS 1 ) SEWER INVERT OUT OF SEPTIC TANK - 99.6' LTAR = 0.74 GPD/S.F. SEWER INVERT INTO DISTRIBUTION BOX 99.4' SEWER INVERT OUT OF DISTRIBUTION BOX - 99.2' MIN. LEACHING AREA OF S.A.S. �j SEWER INVERT INTO LEACHING SYSTEM - 99.0 BOTTOM OF LEACHING TRENCH 97.0' 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. 1' WATER TABLE; NONE OBSERVED AT 87.5' SITE PROPOSED SYSTEM 330 GPD W/LEACHING AREA OF 448 SF 0 CB/DH FND 3 TOTAL UNITS 1 STARTER,1 END, & 1 INTERMEDIATES. o w to M Z o A 42.5 20' 2.5', LOCUS oNTS a '*•:1-1.5"..WASHED STONEa.:., : +� - ZONING DISTRICT: RF CN OVERLAY DISTRICT: AP 0o N/F MARJORIE W. HALLER BUILDING SETBACK REQUIREMENTS t.: Ki TBM r 1 N/F KENNETH P. AMELIN :. FRONT= 30 SIDE= 15 R= 15 I CATCH BASIN RIM I� . . .:.. EL.= 102.00' d 25 ' ===-- __ PLAN O F LEACH CHAMBERS Locus PROPERTY Is COMPRISED OF: sTK/sET too !1!? ASSESSOR'S DEED OREFER�E:39 PARCEL: 31 0ERT. #163,557 W N.T.S. PLAN REFERENCE: LAND COURT 36,608C (SH 3 OF 4) S 81-.38'13` E 1 150 84. 1. COMMUNITY PANEL NUMBER 250001 0018 D r' 12' F.I.R.M. MAP ZONE C i sTK/sET FINISHED GRADE ;•. ��,_ CV p 2s.o' MIN N 36"MAX. 9"MIN. /\y/\\//\\/\\//\\//\//\\//\\//\\//\\//\\�/\\//\\//\\/ COMPACTED FILL z ;l ._- :.,.; 20.0' _ :.. _ LOT 29 43.6T 2"-i ... ...................._ .... ..._ ... ... ..............\ \ \ \ \ \ Uj 1 W MIN PARCEL AREA • PEA STONE w 21,010+/- SQ. FT. 314 /" TO 1 1 2 " a ; N 401 -0• MIN 0.48+ - ACRES 3 .5 • O • '• '. • • / [�] U- �- O p _ •. : • .' DOUBLE ^-1 • .°. W WASHED STONE w L - °• GENERAL NOTES -- _ I_ W `I-----20.o' SECTION W ► MIN PROPOSED HOUSE s s ^~ _ _ ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE Or LOCATION _.__ . _ __. .__._tot-._-.�.--.- N.T.S. WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, �1 `� I _ _ _. __ 1995 & ANY LOCAL RULES APPLICABLE. MIN_.._ r � r�r�r LEACHING D �p DETAIL A 10>0' _ J _ PLASTIC l l� LEACHING CHAMBER �.G l Al L ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE DESIGNING ENGINEER. 4 � ['� 4 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIRING, 0 3 NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT FOR OD %- TIP _ _ _ INSPECTION. . . PROPOSED.PS�21VE t00-- �"- -- - _ ESP N/F F JAMES T. HOECK ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC, SCH. _. ._ . /• "`-- p & 'TARA O'KEEFE 40. .,� PROPOSED GARAGE~ y ----- , CERTIFY THAT THE PROPOSED FOUNDATION EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE SURROUNDING SURROUNDING THE LEACHING FIELD FOR A AND SETBACK REQUIREMENTS AND IS NOT LOCATED DISTANCE OF 5', PER 310 CMR 151.255. m 100 WITHIN THE FLOOD IN. Id PRIMARY BENCHMARK ASSUMED DATE: -0�-02 R.L.S. PROJECT BENCHMARK : SEE PLAN -~-- -- - - OFFSETS SHOUL NOT .BE USED TO DETERMINE LOT LINES. o; �_- -"'" LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY y STK/SET COMPANY PRIOR TO ANY CONSTRUCTION. • ~... _ .._._.__...._.___..._____-_.._ 14,3.23• sa N 79�,26, IP FN STK/SET / SN OF Mgssq 28 Roosevelt Drive / �N "-81 '13• w coLis y Cotulty Massachusetts W 143 67' 30216 2W4 GIST PREPARED FOR N/F LUCY R. DENTON S/ONAL �� o 1^ z Peter & Cheryl Goodman 2 N/F CATHERINE M. BURKE TITLE BAXTER, NYE & HOWGREN, INC. BAXTER, NYE & HOLMGREN, INC. SOIL LOG P-10,089 DATE:10/29/01 SOIL LOG P-10,089 DATE:10/29/01 Septic System Design BOAD OF BOAD OF FINISHED GRADE 101't TYPICAL SYSTEM PROFILE ENGINEER HEAL H AGENT : ENGINEER HEAR H AGENT _._ J.K. HOLMGREN DONNA MORANDI J.K. HOLMGREN DONNA MORANDI BAXTER, NYE & HOLMGREN, INC. TOP OF NOT TO SCALE TEST PIT 1 TEST PIT 2 Regisk4W Professional FOUND. = 102.5' FINISHED GRADE OVER TANK 101't 99.5't 101.2't Engineers and Land Surveyors = FINISHED GRADE OVER D. SOX t01.5' 0 0 812 Mann Stree Osterville MA 02655 . = t 0� SANDY LOAM O LOAMY SAND �' ' FINISHED GRADE OVER LEACHING SYSTEM 102' = f 87MIN. t 2" 5 YR 2.5/1 i 2" 5 YR 2.5/1 Phone- (508)428-9131 Fax-(508)428-3750 4" SCH. 40 PVC :: ' 3''( ►) " FIRST 2' (TO BE LEVEL) „ ' (TYPICAL) 4 SCH. 40 PVC - .. 9 (min) Cover B B s•( .) OL2 min 36" (max) Cover py� S SANDY L LOAMY SAND :..: GAS BAFFLE 4" SCH. 40 PVC 36" 10 YR 5 3 36" 10 YR 5 3 CI TE FINISHED CONSTRUCT ACCESS 2"Layer 1/8"tot/2" BASEMENT : " MANHOLE OVER INLET Pea stone LEACHING CHAMBER C C TO TANK TO AT LEAST '; . . . " SAND „ SAND WITHIN 6' FINISH G 6" CRUSHED Slope = 0.005 min REINFORCED coNCRETE ... •: STONE 144 10 YR 613 144 10 YR 6 3 ' 4 PVC / / SCALE:1 =20 DATE: 02/01/2002 FOOTING " • O O O O O NO WATER ENCOUNTERED NO WATER ENCOUNTERED p REV. DATE: REMARKS RATE= <2 MIN/IN RATE= <2 MIN/IN C' ■ 1500 GALLON SEPTIC TANK DISTRIBUTION BOX 5' MIN DRAWING NUMBER TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE No Groundwater Observed El 87.5' H:\2001 100 surve worsht 2001 - 1 00ws2.DWG Job # 2001 - 100