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Home My WebLink About0059 VANDUZER ROAD - Health _ vy 59 VANDUZER RD. BARNSTABLE r _ ve > n , , • c , a u a Y , .a • : y u : 1 > d, wt � o , t` • Y K ? u _ a. r s` a 4+ c 'a No.� IY�� ✓/i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS � 3pplitation for Migoml bp!5tem Congtrurtton Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Addle or t No. Z �. Owner's Name,Address and Tel.No. �A 13q J-9"3/f- 5 9 V041 OU Assessor's Map/Parcel 3S� l L 1 3 —1 c.4 Installer's Name,Address,and Tel.No. 3 kd—W 3r Designer's Name,Address and Tel.No. 3�� _ SQ Co. l7aw�► �^�' /�1h �J, o-�/� Type of Building: A� Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder l�/J Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other.Fixtures Design Flow _33 7 gallons per day. Calculated daily`fl"o gallons. Plan Date Zp— Number of sheets Revision Date Title Size of Septic Tank Type of S.A. Description of Soil: Nature of Repairs or Alterations(Answer when applicable) -Z �� / tp 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 Certifi- cate of Compliance has been issued by t ' p d of Heal F Signed G Date Application Approved b . - Date re if-;Z&15 Application Disapproved for the following reasons Permit No. /c l l� F 5,1 Date Issued e � No: THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . Yes - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Zigpozar *p5tem Con5truction Permit Application for a Permit to Construct( )Repair( )Upgrade( j Abandon( )" ❑Complete System ❑Individual Components Location A¢��Ss pr�b 1�.,1 UZ e�- Owner's Name,Address and Tel.No g,r y,p� /3,q A�� 7 J -t V F—� U+ ! �l.� Assessor's Map/Parcel 35� n S ��'� S g Ucf 11 •OV �Yi Installer's Name,Address,and Tel.No. 3 6a Designer's Name,Address and Tel.No. � �1 � 5 �J�cai,PalCcv� st CC, j7o �, CGi/>>' /r� �'i� '�� 360) - 41G "s /1. /11 oeiv- n-,Gi "1 -7 CV 6 Type of Building: t ,1 (I Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder�(�oY Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow 3 3 per g P Y� gallons day. Calculated daily ow,•k � gallons. Plan Date �"J-` Number of sheets �' Revisitn Date Title Size of Septic Tank Type of S.A S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) P PP 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 59f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi" Board o He Signed Date Z v Application Approved f Date„.,�J��' � Application Disapproved for the following reasons r Permit No. j"r Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,,that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by �`G' � a at 67 V 61 Y1 Z/3- 2 5 a CCt M In - CYu t'd1 has been constructed in Yccordance with the provisions of Title 5 and the for Disposal System Construction Pe ;'tom+. "k-7 q_date -VIP"";?j:5r4 /11 Installer I= P 1 t S `e/ S �C,�f� , Designer &-i -✓r Cy4 e The issuance of this p �sll trot be construed as a guarantee that the sy w' c ' n as_es' ned Date 6 Inspecto Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS s ' lwizpogat 6potem Con5tructtou Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 5l 411 014 cc,,n"" y H , a, Y-1-7 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 t is ermit. Date: ArovedY9 _ �'A / ^ PP ,..,.� u4t 4 .' '°�fi�•• d�g $- '` -r_-•.i � < 5 .. 'F,�'ra.�a �'C 'a ,"X si ...y L�.a i„' �r_ r ^•a. ..,� S Y <..,L4A�' �_T >� i� y. ', f G:-< �` l... � rA i7-'F 6.� `,a+ } �'� A^.i` '--5` :3 Akpt.j��.va"xs (,t TOWN OF BARNSTABLE I LOCATION I� V ��I.7E SEWAGE # G VILLAGE �U 6M vtnA(�V t ASSESSOR'S MAP & LOT 3s? 1 - INSTALLER'S NAME&PHONE NO. �'�-E j �aO S • COiyS� �4 7 Y SEPTIC:TANK CAPACITY —� LEACHING FACILITY: (type) rJ0 D14Rb (size) .1 Q i�9X 7 ra -6 NO. OF BEDROOMS z I, BIM-DER,,,OR WNER�j.';., PERMITDATE � OMPLIANCE DATE: Separation'Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Fac -V Feet Pnvate Water Supply Well and Leaching Facility: (If any wells exist on site.or within`2OO feet of leaching facility) Feet' Edge-of Wetland and Leaching Facility(If any wetlands exist within 300 of,feet 'leacliing facility) Feet Furnished by r � P:✓ • . J c z ry} 7 -- f3-3 31,5 i d II -- 77 - t VAN-DOZER ' �q LEGEND ASSESSORS MAP 352 PARCEL , 13-1 0 Al PROPOSED SPOT ELEVATION O� LOCUS� FLOOD ZONE: C 100xO EXISTING SPOT ELEVATION A"T"M .00 \ / Oo R aa• / 0.00 \ HOBO -�-25.62 O�- / ti b HOARD OF HFALTEI 6.26 0.00 APPROVED DATE o I Q rV r / - LOCATION MAP NO SCALE 25.73 / DWELLING UNDER REMODELING 558 f NOTES: i-24.88/ . \� V APPROXIMATED FROM QUAD MAP �C 1. DATUM IS �C) 2. MUNICIPAL WATER IS EXISTING / +?6. 2 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 26.61 25•4-3 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 S�y 25.00 o �; 5. PIPE JOINTS TO BE MADE WATERTIGHT. / FQ �•- y, - -� 25.92 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / ENVIRONMENTAL CODE TITLE V. / 00 �2510 \'\ ST 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. IJ \ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4° PVC. 5 \ 4L 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT H INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED \ ��?• FROM BOARD OF HEALTH. / GAR \ o - 10. PUMP & REMOVE EXISTING SEPTIC SYSTEM. 25. 11. WATER-TEST D'BOX FOR LEVELNESS -}-25.70 \ 26.76 \ 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACH FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE / 00 +25.50 WITH CLEAN MED. SAND. ENGINEER TO INSPECT AND CERTIFY REMOVAL SHEET 1 OF 2 +25.78 0.00 - I1TLE 5 SITE PLAN- OF 59 VAN DUZER ROAD EXIST. DWELL 0.00 5.93 IN THE TOWN OF: SEPTIC SYSTEM MUST BE GREATER THAN 10' TO (C U M M A Q U I D) B A R N S TA B LE WATERLINE, u " y PREPARED FOR: BARBARA BABIN off 50-M-4Ml ft sae xx-aeeo 20 0 20 40 60 down cape engineering, mc. ' ��+� OF AaNE �q CIVIL ENGINEERS r�4� H. cyG�� SCALE:- = 20' DATE: OCTOBER 27, 2000 H, s �� w+ 1 LAND SURVEYORS IS OJA1A C1V,1m1-9 R3�lq[01 �o No.2634 939 main at. yarmouth, ma 02675 y ��rf�9FCISTE �y41 O O-- >,Z J� H. 0 .L.S. DATE Za SYSTEM PROFILE SUBFLOOR @ ELEV. 27.06' ACCESS COVER TO WITHIN 6" OF FIN. GRADE" n (NOT TO SCALE? ACCESS COVER (WATERTIGHT) TO 25.7' MINIMUM .75' OF COVER OVER PRECAST . WITHIN 6" OF FIN. GRADE , 1 2% SLOPE REQUIRED OVER SYSTEM ' o RUN .PIPE LEVEL 2" DOUBLE WASHED PEASTONE 24.7 t �7 FOR FIRST 2' 0.75' MIN (EXIST) PROPOSED 1500 a GALLON SEPTIC 23.32' TEETANK (H- 10 ) BAFFLE �0000 25.19' 0 25.18' 0 o�000�0000v000 0.58• 1.5 • ENDS 2 6' CRUSHED STONE OR MECHANICAL `� o00 24.6' _.( % SLOPE) COMPACTION. (15.221 [21) I DEPTH of FLOW = 4' ( 1 z SLOPE) ( 1' x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE TEE SIZES: INLET DEPTH = 10 C 4� OUTLET DEPTH 14" FOUNDATION 10' SEPTIC TANK _1' PUMP 9, D' BOX 3s LEACHING 20.6' CHAMBER FACILITY TEST HOLE LOGS ENGINEER: A.H. OJALA, PE WITNESS: DONNA MIORANDI, RS ALARM INSTALLED CONTROL PA E NEL TO BE DATE: 9/28/00 BUILDING. ALARM TO BE ON INV. IN 23.06' , < 2 MIN/INCH SEPARATE CIRCUIT FROM PUMP 2" PRESSURE PIPE TO D BOX PERC. RATE _ 1000 GAL H-10 S I & III 800 GAL.+ WEEP HOLE (SLOPE TO DRAIN BACK TO PC) CLASS SOILS P# _ ALARM ON FLOAT SWITCH 8..RESERVE CHECK VALVE SETTINGS: PUMP ON ELEV. SEPTIC DESIGN: (QWaAr.E DISPOSER Lq NOT ALLOWED " 4 WORKING RANGE ZOELLER "WASTEMATE QQ Q 25 6' DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD A USE A 330 GPD DESIGN FLOW 4.. SUBMERSIBLE MODEL M282 1/2 HP PUMP PUMP OFF 4 SYSTEM (OR EQUAL) SL SEPTIC TANK: 330 GPD ( 2 ) = 660 12" 10YR 3/3 oo�0000 �� o000 0000 B USE A 1500 GALLON SEPTIC TANK 6" CRUSHED STONE OR COMPACTION LS LEACHING: 24' 10YR 5/6 23.6' SIDES: 2(40.5 + 9.83) .58 (.74) = 294 PUMP CHAMBER Cl MED/COS BOTTOM: 40.5 x 9.83 (.74)- = 43 (NOT TO SCALE) 48" 1 OYR 5/6 TOTAL: 455 S.F. 337 GPD i SHEET 2 O F 2 C2 USE (6) H-20 STANDARD INFILTRATORS WITH 3.5' 77 M C G S1 7E PLAN A' FS MOTTLING STONE AT SIDES AND 1.5' AT ENDS I i LG •J /`1/11 60 2.5Y 6/2 0.6 5/6 OF 59 VAN DUZER ROAD C3 MOTTLING SL ,. � t�. IN THE TOWN OF: 84' o�� (CUMMAQUID) BARNSTABLE C4 r ARNE H. SG + FS WATER SEEP c O,ll►i-A `T PREPARED FOR: BARBARA BABIN 99" IVI "• SL 168" 2.5Y 6 2 SCALE: 1" = 20' DATE: OCTOBER 27, 2000 CLAY ARNE P.L.S• DATE 1�.cs. 3�►9' �c 00-- 125