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Home My WebLink About0051 EDGEWOOD ROAD - Health 51 Edgewood Road Centerville F/R A = 248 129 No, 42101/3 ORA 0 0 0 0 2 / Fee No. / t, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1// Yes �= PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zip plica.tion for Migotal &p.5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(/Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel G /evil fe Installer's Nj''e,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 7/ Type of Building: l' Dwelling No.of Bedrooms Lot Size l37Z sq. ft. Garbage Grinder( f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date `�ZZ Z ® Z Number of sheets 1 evision Date Title tZe S av vi's- 00/0'e, Size of Septic Tank 16—Da,34 Type of S.A.S. 30.1e 9.K�>rZ Description of Soil Z-SoeVQ1 G,01l42.4e1'S Nature of Repairs or Alterations(Answer when applicable) Y lAle— 7 ��9s2y 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 b this o f Licalth. Signed Date Application Approved by Date Application Disapproved f r the following reasons Permit No. Date Issued No. Fee 4 a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS f i ZippYication for Mig;pooa.r bpgtem Construction Permit f "- Application for a Permit to Construct( )Repair( )Upgrade(Abandon( ) LH'Complete System ❑Individual Components; Location Address or Lot No. Owner's Name,Address and Tel.No. s"/ , c�'yeu»�� r� Rural Assessor's Map/Parcel ejy Lee V11,,;) /� I Installer's N e,Address,and Tel.No. Designer's Name,Address and Tel.No. 7i 4�3 3 6z- may/ Type of Building: /3 �y� ' .,, Dwelling No.of Bedrooms� Lot Size sq.ft. Garbage Grinder(� Other Type of Building. -�°IlGG�No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets evision Date a Title Size of Septic Tank /54� 14 Type of S.A.S. 3�9X 9.9"3 X Z I / Description of Soil — ®�, Q'� G/!'an1�E'✓S Nature of Repairs orAlterations(Answer when applicable) *�f��' lvr ` a i 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 he 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 this Board f ;ealth. �r Signed Date _31Z:7�®2/ ` Application Approved by t ® Date --Application Disapproved f r he following reasons s;. -_•� Permit No.- r' Date Issued ——————— ---——————————— ----j— --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI Y,that t On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded(V Abandoned( )by 1®f 7p/0 % CD/9.52t at S� " !3'eklaDd to/ et-a 411111W ha b-en constructed in accordance with the provisions o Title 5 and the for Disposal System Construction Permit N �f` 7 ated i Installer Designer The issuance of this permit shall not be construed as a guarantee that the syst•��ll,fu ction as des i ne I Date H J(�'o Inspector r — --o---- --- -----------------------� --� No. Fee • r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mitpogat *pztem Conotr✓uction Permit Permission is hereby granted to Construct( )Repair )U rade( )Abandon( ) Ij System located at r/ FdW2 11®db YQil 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. A Provided:C s ction St be pompleted within three years of the date of this p`er-mi Date: 1 O Approved b ! ! I rr Y l � / i i i , 9 TOWN OF BARNSWABLE LOCATION /' SEWAGE # ,�C VILLAGE ASSESSOR'S MAP & LOT�� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY IS'da C►w LEACHING FACILITY: (type) 52* GAG C 4.--s NO. OF BEDROOMS BUILDER 0 OWNER 40 PERMITDATE: 3�6V/,�L COMPLIANCE DATE: 62 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 I—i"rra 4a LJ061610 .or >�r a r , 00 Searchfor Map/Parcel 248129 ` Town ofBa usable y i For Parcel Number 248129 Rental Pro ert (�Yj/N) Business Namea Zone of Contnbution(`l7N)� Cantarn`pant Rel(�Y/N) Phone —' Fuel Storage Tank Permit f f G�rdQnF�le�Y - ? r � Des oral Woo�,ks f i � � Perc�Tes �� "Well Permit� �o s ructi File/Perms, 0 \ 2002132; M I ssu ance Date 03/28/20 2 " aiy . Complet o Date v , 02 04/05/20 ` Sizeyof'Sepbc Type/Size ofSAS' 0 gal leach chambers Comments mappar '248129 topner ROSA RUTH Bproploc� 51 EDGEWOOD ROAD x �r lnnovatrve/AnatiuerTe�chnology Septiest , 8mgle or - � Ciust�red �� ' I/AgT e I/ �SerVice Type' r add records, �Id elete'rec s� ....,..-,l TOWN OF BARNSTABLE E i e LOCATIONL'd's� SEWAGE # VILLAGE Cth ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE N0. td�o ><i SEPTIC TANK CAPACITY >S-oe GEC LEACHING FACILITY: (type) 2d GAG 1(4i.-s C) (size),10J�a �I-a l NO.OF BEDROOMS I/ - BUILDER 0 OWNER A0 PERMIT DATE: 3A�4/ _ COMPLIANCE DATE: YL 6- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 f 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 r — ? fd-f, �D �t�r s� d 2s' 00 �/en� SYSTEM PROFILE TEST HOLE LOGS TOP FNDN EL. 50.6 ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER RICK JUDD, RS r. WITHIN 6' OF FIN. GRADE DAVID STANTON L 50.0 MINIMUM .75' OF COVER OVER PRECAST / 2% SLOPE REQUIRED OVER SYSTEM 47.0' WITNESS 0 2' DOUBLE WASHED PEASTDN DATE 3/22102 fW PIPE LEVEL < 2 MIN/INCH '0,c �.---- PERC. RATE � PROPO ' MAX.SED,,I,�QQ,_ 3 GALLON SEPTIC 4 .7 45.0E CLASS I SOILS P# o TANK (H- > GAS 44.9t� I Tom : . RAFFLE 45.15E .0 � O EO O C3 0 0 R trUN 44.83E QCIm � C] C� L7C7O 4 ( 2 X SLOPE) 6' CRUSHED STONE DR MECHANICAL Ea CI CD In C) Cl ',q Q ELEV. fOgE COMPACTION. (15.221 121) -2' D n M El M 0 0 1:1 0 0 42.83E DEPTH OF FLOW = 4' 1 Ap (__Z_/. SLOPE) (!/. SLOPE) TO 1 1/2' DOUBLE WASHED STONE TEE SIZES SL INLET DEPTH 1..0 DEPTH = 14" 6" 10YR 3/2 LOCATION MAP NOT TO SCALE OUTLETBw LEACHING LMS FOUNDATION-- 23 SEPTIC TANK 28' D BOX 17P FACIL"TY ASSESSORS MAP 248 PARCEL 129 26., 1 OYR 4/4 49.1 E * !CONFIRM INVERT PRIOR TO INSTALLATION OF ANY PORTION OF SYSTEM. 5' MIN. 2% PITCH TO PROPOSED SEPTIC TANK'PROVIDE25'* C1 PERC MED/COS $4" 10YR 6/4 I CONTRACTOR TO CON FIF.'M. ,SUITABLE 'OILS TO i ELEVATION 37.83' AT TE CIE OF': NSTAlLLATION C2 �2 GROUNDWATER ESTIMATE) AT EL. 17.0' PER GROUNDWATER MAP COS 2.5Y 6/4 3..1 45.7 + 45.1 8.5 6 j I 142 39.4E 4g 50 3 NO WATER ENCOUNTERED 8 g NaTEs x 50.1 LOT o / ., NOT ALLOWED. I ' 13,442 SO. F7 / SEPTIC DESIGN (GARBAGE DISPOSER IS > 1. DATUM IS APPROX. MSL 1 110 ,- _ �� r 50:G .,. EXISTING co DESIGN FLOW', 3 BELR[ i.iria t GPD)- - . 0..-c�;m�, .-Ni _P , . -_ K (V 2. h'LUN1l,trHL WF1 E.I?" i� N •�a j USE A 330 GPO DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. �►I ' "1;;EPTIC TANK- 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. X I USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ( 1 49 a9 °° LEACHING: ENVIRONMENTAL CODE TITLE V. 50.6 49.6 SIDES= 2(30 + 9.83) 2 (.74) 118 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 0.8 EXIST. DWELL. USED FOR LOT LINE STAKING. 15, TF 50.6E J 1 BENCH _ RN. BOTTOM: 30 x 9.83 (_74) = 218 .0 H MARK TOP OF BA ROAD BOUND EL. 50.0 ,: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 49 TOTAL: 454 S.F. 6 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT _. --w OBTAINED USE (2) 500 GAL. LEACHING CHAMBERS-(ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION x + 50.8 s 49.5 b EOUAL) WITH 2.5 AT SIDES, 4 AT ENDS, AND 5 FROM BOARD _OF HEALTH. PORC 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS, PAVED DRIVE BETWEEN UNITS 8 50. 8� 49.4 O 52.0 , °vF , , E G N D T.�TL E 5 SITE PLAN RyFq x �51.3 S' x ��nLi7j `� 100.0 PROPOSED SPOT ELEVATION OF TH ... E�s �� 51 EDCEWOOD ROAD b 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: " � 51,7 0 0 49.1 .._ 00 PROPOSED CONTOUR ( CENTERVILLE) BARNSTABLE vr ' SHED . 52.0 + 51.5 ;9 x 100 EXISTING CONTOUR PREPARED FOR: gpRTOLOTTi 10 . CON STRUCTION/ROSA 20 0 20 40 60 BOARD OF HEALTH I ' MA SCALE: 1.� = 20' DATE: MARCH 27, 2002 APPROVED DATE G i off 508-362-4541 fax 508 362-9880 OF Mq V �r tM OF down cape engineering, inc. �� AN e 8 O.IALA ARNE H. � NO. OJALA a `�, CIVIL ENGINEERS bQv LAND SURVEYORS STEn`°JQ�'�a .;,...� l i. .. PISTE 939 vain st. yarr+outh, ma02675 O,Z-*OJ`'J`' ARNE H. OJALA ,,. . .S. DATE