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Home My WebLink About0041 HIGH STREET - Health 4'! W ' S-.� yet A J f CDtuit ,i I A - 035 027 li IJI No. ]Fee �� f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migozal Opotem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) &Complete System El Individual Components Location Address or Lot No. � � � Owner's Name,Ad�ss and Tel.,No.'� t1l#� .?` „_ � ® (Y1 Assessor'sMap/Parcel 3, /,2 r7 � Installer's Name,Address and Tel.N 1 ` �9 Designer's Name,Address and Tel.No. My Type of Building: Dwelling No.of Bedrooms Lot Size 3�1 sq.ft. Garbage Grinder( ) Other Type of Building R-- No.of Persons Showers( ) Cafeteria( ) Other Fixtures �-L -- Design Flow 7 J gallons per day. Calculated daily flow 1—5—a gallons. Plan Date 4tdi(It. aJ : Number of sheets I Revision Date Title _ Size of Septic Tank zX 1 `J I ld i Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) . J1.26ah 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 E ' onmental Code and not to place the system in operation until a Certifi- cate of Compliance has beep ed T.411arH Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. O 2 Date Issued p d No. VO��O2 ( Fee �� Entered in com uteri THE COMMONWEALTH OF MASSACHUSETTS p -Ai Yes a PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE,, MASSACHUSETTS 0[ppYication for &.5pogal *pgtem Congtruction Permit " Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) KComplete System ElIndividual Components _ Location Address or Lot No. Owner's Name,Add ss and Tel.No. —�20 Assessor's Map/Parcel � lar7 rye Installer's Name,Address and Tel.No. �� Y7 H-)3-09= Designer's Name,Address and Tel.No. �e�rg,Y4 an 61/Dja Type of Building: .� 22 t -+ Dwelling No.of Bedrooms Lot Size ''/y 1&'�sq.ft. Garbage Grinder( ) s Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures n Design Flow 5 D gallons per day. Calculated daily flow gallons. Plan Date 1 Number of sheets Revision Date Title _ Size of Septic Tank 5 `a 19NA , Type of S.A.S. s `� Description of Soil Nature of Repairs or Alterations(Answer when applicable) l I Date last inspected: Agreement: The undersigned agrees to ensure the construction rind maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the E . ' onmental Code and not to place the system in operation until a Certifi- cate of Compliance has bepp-iss ed y th Boaz f Signed ? ' Date Application Approved by Date Application Disapproved for the following reasons m Permit No. 2-0b 3 - b 2 Date Issued 11 / t W O 3 i� THE COMMONWEALTH OF MASSACHUSETTS 1 i BARNSTABLE, MASSACHUSETTS Certificate of Contpfiance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed )Repaired( )Upgraded( ) Abandoned( )by IJM i _ at ! �7 mlY has been constructs in a cordance with the pr/ovisions/°Title 5 and the for Disposal System Construction Permit No. 2..003 -0 29 dated '� & 0 3 { Installer Win,, I�-t��s Designer l, The issuance a this ermit shall not be construed as a guarantee that the syste�t ilU i!ile 'o s designed.. Date 3 3 Inspector / v No. Z t�U 9 Fee U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS Migool *pgtem Congtruction Permit Permission is hereby granted tc Co''""nstruct Re air(� )Upgra e( )Abandon( ) System located at /1 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: Constru ctio must be completed within three years of the date of this p t Date: / t �Q 3 Approved by TOWN OF BARNSTABLE L � �}��'ATIGl1 lGt� � SEWAGE # -7 VILLAGE r ASSESSOR'S MAP &LOT !NSTALLER'S NAME&PHQJn NO. SEPTIC TANK CAPACITY LEACHING FACMrrY: (type) `E \A)VA 1 (size) 7ac-> X 10.SS NO aOF BEDROOMS — BUII:DER`OR 0 R PERMITDATE4 � COMPLIANCE DATE: g'alQ'D 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 A Z 55•S P-5 (off•S v 30.5 ��.3I.5 3-3 -333 A a-`F soa' • i @ ke) 7 C-4- (el , 3-00-a5, e� -- It 3-'7 75 . Cl-$O- 7� i TOWN OF BARNSTABLE ig SEWAGE # LOCATION ASSESSOR'S MAP & � _ 2-7 LOT VILLAGE INSTALLER'S NAME&PHO N0; SEPTIC TANK CAPACITY (size) 't`f-7 A� x 1 b 2�'S HI LEACNG FACILITY: (type) NQ OF BEDROOMS 6 — BUILDER OR 0 R _ � COMPLIANCE DATE: PERMIT DATE -Q Separation Distance Between the: Feet Maximum Adjusted Groundwater Table and 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 co VJ vet 4� •Ve �n -;r N V� t!s o 'y� V 'ate � •~• Rs: • �� n 00 Jam" CP C7 t 1 NO ON ' " PI 2�� /��rz �J �f �Q - C�� Z o ID 90 N �a O L o-r. i o-z• � = o. a. Q I TYPE C' ROOF DECK Q1 "" Cubs. BUUC7IEAD I a-2• I a-2' • . I O'J9 L 3'-f m m BEDROOM I. Z 4 3 f -------- a I 1 = ------- o 7 W10 x 7 S1L.BEAM�1U5/1) L' G gYP.I r I. - 3-x a• � +t �. I � I � ..1 STORAGE I 3 - iwz•, for I �v I � O' BATH O o A 7 STUDIO 1® c? Kl CHEN 3 eL 1 j m W70 x 79 M.BEAM �� m m BATH (7�) 1 O Q F9 W10 x 0 SM. EMA kFLlS --0„J O `� z . —J — Q WO CAR 1 s'�ua9 wn 6 �u GARAGE i m 1 - ofNea� m i 1 LIVI G ROOM 1 5`9Z' 44 OV LOFT b K I I UNEaEUaa Q " ———v i-i� I I OIz Fp x------ 0 ------x I � ---------- z APFUED FALSE DOOR5 WITFI 3�.,3,1/2'x l4'LVL-HAVE SUPPLIER VERIPf - • OPERABLE AWNW WINDOWS __ a-z Fa-r G-a Z . as a-L L W � 20-4• 1747 ' G • fA 37-4• ' ' W U LLI f U) 0 0 u m Q �..;• a 0 to FIRST FLOOR PLAN C-f=1 SECOND FLOOR PLAN = a w 1/4•=I•-0" 1/4"=I-W •. e� _ r OATS 1/17/03 SCALE 7/4�7'-(P DRAWING* 4 Al - 4 F TOP FNDN. AT EL. 42.9' SYSTEM. -PROFILE r 'EST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OJALA, PE /40,5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REOUIRED OVER SYSTEM DAVID STANTON 41.3' WITNESS- 2" DOUBLE WASHED PEASTONE DATE: 9/18/02 RUN PIPE LEVEL 4�O ' FOR FIRST 2' 3 MAX. (EXIST) PROPOSED 1500 PERC. RATE 2 MIN/INCH GALLON SEPTIC \18.25' .3 8.3 E CLASS SOILS P# 10330 38.52'/ TANK (H- _LO L -____ - I GAS 3' 0 0 37 4 C> C:1 0 1 BAFFLE 37.65' C> 37.47 0 ED 0 0 F E-3 3' 0 ��IDES C L TR(3, ) 7 Y1,6 =2 LOCUS MIN C1 71 0 F71 F-I 2.5' ENDS 21 2 7. SLOPE) \__6" CRUSHED STONE OR MECHANICAL' I __1 ED 0 COMPACTION, (15.221 (21) 35,47' ELEV. DEPTH OF FLOW 1.57. SLOPE) % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED 41-3 STONE A TEE SIZES: SCHOOL ST. INLET DEPTH i Olt LS 1 OYR 3/2 OUTLET DEPTH = 14" LOCATION MAP NTS HOUSE Bw FOUNDATION- 42' SEPTIC TANK 40' - D' BOX 3' LEAC�,flNG LS FROM BARN FACILITY 5.57' 28" 10YR 5/6 38.9, ASSESSORS MAP 35 PARCEL 27 EXIST, FIRST ZONING DISTRICT: RF FLOOR 43,25' C1 N YARD SETBACKS:Mcs FRONT = 30' INSTALLER TO VERIFY LOCATIONS OF ALL UTILITIES, AN 1) LOCATIONS AND ELEVATIONS OF ALL BUILDING SEWER ',)UTJ:TS GRAVEL PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEN' SIDE = 15' \39.75'± PROPOSED 1-0Q_ 46" 10YR 6/6 _9 V± GALLON SEPTIC REAR = 15' (PROP(P 39.2��/ TANK (H- 10 GAS BAFFLE 5S C2 FLOOD ZONE, C �__6" CRUSHED STONE OR MECHANICAL COMPACTION, (15.221 [21) Ms 2,5Y 6/6 F 42,25 + 203 136" 39-53 29.9' + +41.30 +4(. 95 1 ' I t' I NO WATER ENCOUNTERED Aj 34 NOTES: 229.27' _0001 ------- +- ---�39.67 0, 4 -------------- -1) SEPTIC DE` G N: (GARBAGE DISPOSS"R IS NOT ALLOWED 1 . DATUM IS AS MED PAVED 2, MI..)NICIPAL WATER IS EXISTING SEDFROOMS-7 +4;C��' - DRIVEWAY 36" OAK 4i;;Vu 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, M • �-41,24 5 0 41.43 USE A EXIST. BARN J4 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 (+"41)84 1ST FL 43,25 AtiRt -41,45 SEPTIC-, TAN:, 550 GPD ( 2 1100 %j 42.47 1 4 1 5. PIPE JOINTS TO BE MADE WATERTIGHT. .46 X USE A GALLON SEPTIC A*:, FOR DWELL & .4 41.28 1 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ur, +422 ENVIRONMENTAL CODE TITLE V. A GALLON SEPTIC TANK FOR BARN L2,62 7, THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ON�Y-AND IS NOT LEACHIH,_1- --K41.4 4 + 1. ' / f" TO BE USED FOR ANY OTHER PURPOSE, eve,- 2.0a 01.7 7 �'y 60 f _2�A7.5 + 10,83)_ 172 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. .55 SIDES:D E S 74) (41.4 1, -4 4!5 422 ABANDONED 41.78 47.5 x 10.83 (.74) CESSPOOL BOTTOM: 380 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT PROP. 1500 GAL 20' 7 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 47 552 FROM BOARD OF HEALTH. r TOTAL: S.F. GPD SEPTIC TANK 4)[1.5 6 luj EXISTING 0 USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM 4�11 ;w0 DWELLING TF-42.92 EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS +41. PROP. < -41.29 30" OAK FUTURE I +4147 38.5-9 POOL DECK Lj 40 r 4- 1-41.05 1,75 TI TL E 5 AN 100 PORCH OF LJ -LEGEND 41 HIGH STREET +41,0 4-40 1 �o-�q PROPOSED SPOT ELEVATION IN THE TOWN OF: u) ( CO TUIT) BARN STABLE 17.7' FAILED 1 0OX0 EXISTING SPOT ELEVATION CESSPOOL APPROX. WATERLINE LOCATION 24" OAK +4�m 00 PREPARED FOR: TOM & SYDNEY HALE < 21 -1 PROPOSED CONTOUR TH PROP. 150 GAL D: 1 OC) EXISTING CONTOUR SEPTIC TANK +41.32 20 0 20 40 60 EXIST, > +40105Cr----_ F ACH AREA +39,75 BENCHMARK PARCEL 27 14 SCALE: 1 20' DATE:z CONCRETE BOUND 34168 ±SF SEPTEMBER 21, 2002 14 47JOAK ELEV 40.96' L2, 41 r+'4 0.9 3 --------- off 506-362-4541 fox 508 362-9880 97,56' +38.64 4 --42.48 "iv I of " �kk Of q'X 137.95 X RAIL FENCE 40.88 down cap& engineenng, inc. SHEDI1q AFUNIF Al"INt' 4. WORKSHOP )JA( H JA(A r 0100 8 CIVIL ENGINEERS civil Nu 26348 N BOARD OF HEALTH LAND SURVEYORS Ai 02-312 APPF0_V7ff__ MA 939 main st. yarrnouth, ma 02675 DATE 0 L )5k' A L.S. DA rE '4p