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HomeMy WebLinkAbout0006 CARLA ROAD - Health _ 6 Carla Road Hyannis P A = 248 091 r N 0 a i II, fa TOWN OF BARNSTABLE Z� LOCATION .Cj�r I 01- • e O(k& ,„ SEWAGE # VILLAGE�Q(\ 5) 60-0419 c ASS$SSOR'S MAP & LOT 2 r 91 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ob LEACHING FACILITY: (type) �C� (size) NO.OF BEDROOMS _ BUILDER OR OWT4E IT, V ierGi PERMIT DATE: t1r Z COMPLIANCE DATE: 1 b 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 �� � Q-� L. G„ t }� - � N w � E-y � w n;� . � � � � � l�� =c w N � �' vg �� N . vl � ,,J No.- THE COMMONWEALTH OF MASSACHUSETTS FEE BOARD OOF HEALTH OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit Ito Construct ()4 Repair ( ) Upgrade ( ) Abandon ( ) - []Complete System ❑Individual Components G, 692L/3 �L� S�/C-8 -7-o'i-,).O C-�(o- ` � � Location�71D � F � Jt e. \yO�ner'sName 1 Y� L Map/Parcel# Addr s �5, d �.� Lot# C Telephone#u �� j orvv Desi�gnedr's Na Ili O l I`(r 7i Address �� TJ 7 Telephone# a 3 Telephone# Type of Building: &!ci � Lot Size Sq.feet Dwelling—No.of Bedrooms l Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min. equ'red) �10 gpd Calculated design flow ZU gpd Design floyv provided 2Zggpd Plan: Date w I-,-- Number of sheets Revision Date N Title TZ-C- S l"2 Description of Soil(s) AA_ Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Dispw431 System in accordance with the provisions of TITLE 5 and er rees not to place the system in ope Lion until a Certificate liance has been issued by the Board of Health. Signed i ate 9 (o/GZ Inspections FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 !'� �,.^�"y"„"'"'u'�y-i"�iyt+-.•.d•/�� ..���r'�����'�'�r�. �'v're'i74"{+'s',� OrFt�`a .�w..orw-....y.�,.. n.c *t�ai.ae^.rri'7rM' t.�•T ! :+Y -sr�.� � - ... .,,.,_ ,iy,.i •,f'..'ii�ti• ��„ .+!'"�'St r � T !"� ``�'`1r�+ ri°'.r •r '3c'�;a �.,+tt .tom VN6-4 002'�`� -�. THE COMMONWEALTH OF MASSA_CHUSETTS FEE y. BOO A R D`'O` H E A LT E APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION,PERMIT ^tom ,r,wn.�'iV Application for a Permit to,Construct (�) Repair ( ) Upgrade ( ') Abandon ( ) - ❑Complete System ❑Individual Components Location \Vrr's Name .GG Map/Parcel# .- Addr s G S� UU C 1 1� �N� v mq , �,6,7 ` Lot# Telephone# Designer's Nam Addressdd Telephone#LTOj Telephone# Type of Building: �Ci�QGQ,LtGL Lot Size S'O Sq.feel Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building - No.of persons Showers ( ), Cafeteria ( ) f Other fixtures Design Flow(min. eq 'red) gpd Calculated design flow Z�xgpd �Des>gn'fl'ow provided 2iF gpd Plan: Date �y Y- Number of sheets Revision Date N�.9 Title I,T-2,� s �!-Z< WA>-1 Description,of Soil(s) Soil Evaluator Form,No. Name of Soil Evaluator `Date of-Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS i; .-'' °� I 4 i The undersigned agrees to install the above described Individual Sewage,Dispo I System in accordance with the provisions'of - TITLE 5 and J"I peer agrees �not ttto place the system iin�o/per Lion until a Certificate o/C liance has been issued by the Board of Health. Signed C�(l6�L� v / _ ate 9 1/1, DZ .. I Inspections { FORM 1 - APPLICATION FOR DSCP DEP. APPROVED FORM 5/96 R N0. 2UOZ�i �3 THE COMMONWEALTH OF ::,:-...�.�� �.•��- ��-, �,___,R_ .,tom...._, -.�-___:,,__.____, _ p MASSACHUSETTS FEE /UU--r- l�—r'15' BOARD OF HEALTH CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed(Repaired( ),Upgraded( ),Abandoned by: at £ Cn �r y has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.'WOZA 13 dated Approved'Design Flow (gpd) Installer Designer: Inspector - -� Date The issuance of this certificate shall not,be construed as a guarantee that the system will function as designed. FORM'3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 -- - No. 2602' y�3 THE COMMONWEALTH OF MASSACHUSETTS FEE /00 BOARD OF HEALTH DISPOSAL, SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct (VI) Repair ( ) Upgrade (. ) Abandon.( ) an individual sewage as described disposal system at in the application for Disposal System Construction Permit No. 200 2-C1�3 dated Provided: Con truction shall be completed within three years of the date of this permi oc Icon s trust be met. Date 1 I w ba Board of Health FORM 2 - DSCP DEP APPROVED FORM S/96 FORM 1255 (REV 5/96) H&W. HOBBSB WARREN TM PUBLISHERS- BOSTON s Bk 17428 PS 141 —92299 08-08-2003 c"li 01 _ 29P DECLARATION OF RESTRICTION I, Joao L. Junqueira, of 18 Cornell Way, Waquoit, Massachusetts, owner of Lot 65A, shown on a plan of land in Hyannis, MA, prepared for JOHN and# BARBARA DRISCOLL, Scale 1" = 20' January 30, 1995, Eagle Surveying and Engineering, Inc., Ten Seaboard Lane, Hyanis, MA 02601, recorded in Barnstable County Registry of Deeds in Plan Book 520, page 6, hereby impose the following restriction upon said land, which said restriction shall run with the land and be binding upon our successors and assigns thereto: Any dwelling constructed or placed upon the Premises shall contain no more than one (1) bedroom unless and until (a) such dwelling is connected to the public sewer system, or (b) the Board of Health of the Town of Barnstable permits otherwise. Property Address: 6 Carla Road, Hyannis, Massachusetts For title, see deed recorded with the Barnstable County Registry of Deeds in Book 15801, Page 135. WITNESS my hand and seal thisl� day of ugu , 2003. Joa Jun eira COMMONWEALT O MASSACHUSETTS Barnstable, ss. August _, 2003 Then personally appeared the above-named Joao L. Junqueira and acknowledged the foregoing instrument to be his free act and deed, before me. f OFFICIAL SEAL "PNItiP MICHAEI`BOUDREAU NOTARY PUBLIC-MASSACHUSETTS �y otary Public _My Comm. Expires Feb. 19.2004 My Commission Expires: \\Ntserver I\hcg\WPDOCS\HELEN\REALESTAVoao.carla.rest.wpd I TOWN OF BARNSTABLE LOCATION �r `� 0� " SEWAGE # — 91 C ASStSSOR'S MAP & LOT 2�� VILLAGE � r Y33 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) .S X //• 3' i NO.OF BEDROOMS BUILDER OR 0 T � Ju PERMITDATE: la 16 COMPLIANCE DATE: 1 4� Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by I I Z . �/ 117 9 N TYPICAL EXTERIOR WALL -FRONT ELEVATION 4" CEDAR CLAPBOARDS SIDING -SIDE ELEVATIONS 4" CEDAR SHINGLES SIDING 151bs FELT BUILDING PAPER V-01 28 o" 1 xr'o" - I/2"EXTERIOR 6HEAT4ING .211 x 4" STUDS lad Igo" O.C. a� -HEADERS /DOUBLE 2"x12"W/ 1/2"PLY WD 3'-0" '-O" - R=15 HIGH DENSITY BATT INSULATION -6 mil POLY VAPOR BARRIER 4'-6"x 4'-0' - 1/2" BLUE BOARD W/1/6" SKIM COAT PLASTER PAINT INTERIOR 3.COATS,EXTERIOR 3 COATS, FIRE PROOF ALL WALL PENATRATION5 Y � D _ TYPICAL FLOOR SYSTEM ®_ DECK n . g _ 4 -3/4" Tt G PLYWOOD SUBFLOOR SCREWED MASTER BEDROOM 4'-6"X -9"4' g i5,-0 1-0° - 2'�x12" FLOOR JOISTS a� Irv' O.G. v �4'-0, _. '-'��^ 2-2 - 2 x12 SOLID BRIDGING & 4"X 6'LAMINATED P0$T9 EACH END " " m TBA 4_ SOLID WOOD FIRE BLOCKING _ — -—-— -— ® 3-O - DOUBLE FLOOR JOISTS UNDER PARTITIONS C 2 213/4'x 16'LVt SEAM UNDER ROOF ® O E EXTERIOR WALL$ SMOKE'DETECT R 3 ? SMOKE 7O _ b - (BASEMENT FL)R=19 BATT INSULATION DETECTOR �° - FIRE PROOF ALL FLOOR PENATRATIONS 6 26 - a 03 I � 4 a� �= FIRE DOOR Q = / }'_I W.I,ctOSETI CONCRETE'. STEP ��P4Gl�L DECK �Q C 21 1 3/4 i6 LVL REAM -USE 2 X 10 P.T,JOISTS S 16 O.C. 2 2'-10' TO 5UPPo T CLa.JO15TS -1 -USE I° X 4"FIR DECKING _ ! - -— - - —-— - 4 a _ -SUPPORTED BY 4' X 4" P,T.POSTS _ Q ATTACHED TO 12" DIAMETER CONCRETE. Q 1 � FAMILI ROOM 4 4 ° 4? PIERS 4' BELOUJ GRADE 4 RE5TING v 2 _ _ - 2 CAR 6ARAOE n, ON UNDISTURBED SO[L BATµ — DIRECT VENT 77 GAS LOG LAUNDRY 4 KfTG+IEN *bk 2 I ❑ ENTRANCE I TR E I I L (- u 4-0 4 5-3n Coyr pORCH 4_ -si 6'LAMINATED POSTS EACH END [2 113/¢° x tl vB" }Vt © [3 1 1 3/4"x 16"LVL BEAM UNDER ROOF - �-- — -—- r 8" STRUCn1RAL lO FIBERGLA9 COL'6 5-0 :4-9 6-0° *GENERAL 4 SUB CONTRACTORS SHALL VERIFY ALL DIMENSIONS PRIOR TO ORDERING MATERIALS 1 STARTING CONSTRUCTION,ALLSTATE 1 LOCAL BUILDING CODES SHALL BE ADHERED TO,ANT DISCREP'ANC}ES SHALL BE 10'41" 22'-0° BROUGHT 10 THE OWNER OR ARCHITECTURAL$ATTENTION, DO NOT f{ELD MEASURE DRAWINGS FOR LATOUT PURPOSES,ASK QUESTIONS (o CARLA ROAD f ecaa a ve't-C --sr Co C ALHOUN Dazaw�uo. FIRST -1 DAR' 9A0110D2 REYreED r"`E FIRST FLOOR FLAN TOTAL SQUARE FOOTAGE I,106 SF A C H I T E C T u F A f_ S 16 4 3 BEACON STREE?, NEWTON, MASS. 02466 61l-S64--1965 51 SACHEM DRIVE:, SAGAMORE BEACH, MASS. 0756E 50S-633-3106 TOP FNDN EL. 54.75' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) RICK JUDD, RS PINE ST ^r ACCESS COVER (WATERTIGHT) TO ENGINEER. WITHIN 6' OF FIN, GRADE pAVID STANTON I 53.5' MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 53.0 WITNESS: 4/5/Q2 1_ LINDA RUN PIPE LEVEL 2' DOUBLE WASHED PEASTON DATE: j I 51.75 "'�"- FOR FIRST 2' PERC, RATE _ < 2 MIN1INCH i cAaLA PROPOSED 1500 3' MAX. 0 'LOCUS 50.62' GALLON SEPTIC 50.37' S0 6�3' I 10208 _� CLASS SOILS P# TANK (H- 10 ) GAS 50.0' "; : BAFFL 50.17' oaoo CI C] m ® `..l 0 m Cl I I �� A MIN o 49,65' m 71 ED m 0 c1l m 17-1 77 3.5' AT SIDES ( z % SLOPE) �6' CRUSHED STONE OR MECHANICAL [] m = m m 0 ., 4 ® NDS a r COMPACTION. (15,221 123) MIN 3 2' 0 C1 0 L� C� C7 C� C1 I 47.85' ELEV. Cam] ° DEPTH OF FLOW = 41 ( 5 % SLOPE) < 1 % SLOPE) Or 53.5' Q" 53.1 TEE SIZES, 3/4' TO 1 1/2' DOUBLE WASHED ST :NE INLET DEPTH = 10 0 " 5„ A/E q/E 4„ 0 OUTLET DEPTH = 14 LOCATION MAP NOT TO SCALE FOUNDATION--- 16' SEPTIC TANK 4' D' BOX 4' -_ LEACH;NG SL SL ASSESSORS MAP 248 PARCEL 91 FACIL'.TY 8" 10YR 3/2 10YR 3/2 ZONING DISTRICT: RB 5' 9' YARD SETBACKS Bw Bw FRONT = 20' LFS LMS SIDE = 10' 10YR 4/6 REAR = 10' 32" 10YR 5/6 50.83' 2911 50.68' 42.85' FLOOD ZONE: C C i C PERC MED/COS MED/COS 53.6+ 53.5 2.5Y 5/4 2.5Y 5/4 + o 53,2 � ., q.2.25 0 .r � 123 43.25 123' 42.85, N CI T E S ,) + 53,40 1 NO WATER ENCOUNTERED RISER\jz J 1 14.5 52.7 N ! IAPPROXIMATED FROM QUAD MAP OT 65A co SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS 1 10 07t SQ. FT. _ 1 0 + 53.9 DESIGN FLOW 1 _ FEDROOMS ( 110 GPD) ?10 GPD 2. MUNICIPAL WATER IS AVAILABLE 1 F- u' USE A 110_ GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER rOO T. 1 --�'" ~:rtl N i;t~r�TIC' TANK: 11u hPD < 2 ) 220 - - 4. DE.Sib LEJADINu FUR ALL Pr�ECA'1. UNITS TOBE AASHO >_ __ 1 r x - _ `�d 1 `� 1500 5. PIPE JOINTS TO BE MADE WATERTIGHT.1b' o °�CK 0 USE A GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 1 53.2 i r O 1 � �,5 x _EA�HING� ENVIRONMENTAL CODE TITLE V. y o THE GAR 2(16.5 +11.83) 2 (.74) - 83.8 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 1 0 + 5 .4 N I SIDES! USED FOR LOT LINE STAKING. a 1 PROP. DWELL. 16.5 x . 1.83(.74� = 144.4 1 16.9 BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. a TOP FNDN = 54.75' + C 52.5 M 46 1 + 53.5 TOTAL: 308.5 S•F, 228.2 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1 1 x INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 1 90RCN , 1 1 USE (1) 500 GAL. LEACHING CHAMBER (ACME OR FROM BOARD OF HEALTH. cn EQUAL) WITH 3.5' STONE AT SIDES AND 4' AT ENDS 1 22'6 PROP, x 1 12 12' 1 11 DRIVE. 1 1 1 N L 31.72 TH 2 1 x 2.7 BENCH MARK - CTR OF C.BASIN 1 + 53.4 ro 1 1 ELEVATION = 52.2' ' �. W L ` GEN 52.3 TITLE 5 SITE PLAN R= 5' CT 2, 518 100.0 PROPOSED SPOT ELEVATION OF 6 C A R L A ROAD 2' 100x0 EXISTING SPOT ELEVATION �- 2.2 �� IN THE TOWN OF: 0 PROPOSED CONTOUR ( HYANNIS) B A R N S TA B L E CARLA ROAD 100 EXISTING CONTOUR PREPARED FOR: JOAO JUNQUIERA 20 0 20 40 60 BOARD OF HEALTH APPROVED DATE B MA SCALE: 1„ 20' DATE: , EPTE E 00 R 12, 22 off 508-362-4541 fax 508 362-9880 �P`�t\ OF M N p s down cope engineering, inc. o�� ARNE yes ��� 'r9 ARNE FI. (yG o OJALA in o OJALA n f CIVIL ENGINEERS No.zssaa o4 CIVIL` LAND SURVEYORS �oF� fCISTER�SJQ,� 0 2 02--069 939 main st, yarmouth, ma 02675 4�IAATE RNE H. OJAL , P.L.S.