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Home My WebLink About0280 POND STREET - Health c `t OSTERVILLE A,,=- 143 026 y �Aff r"�^�vyp UPC 12134 No.2.153LGN `�Sr•coN � �� i i �� a I 4 i I t 1 �� j 1 ,\ � / e o V a':.. - a 3 vim.•. ,. ° •� P TOWN OF BARNSTABLE LOCATION PoNO " SEWAGE # -7q S,VILLAGE �jy�:((�, ASSESSOR'S MAP & LOT 3 INSTALLER'S NAME& PHONE NO.T (5-0p)y3Q-q�Q SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 3-SbO G4-t (sue) 13 .3 ;r' NO.',OF BEDROOM$ PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER . ► �'� I,e, �®Y'K + DATE PERMIT ISSUED: 10 1 f 6/d t DATE COMPLIANCE ISSUED: )Ut/ /zw ) VARIANCE GRANTED: Yes No ;" f f . V: tbW- - oV Ho uS-e 3 ij f. No.-....._. /n/,G �t7 � Fee Ves 'L' !�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for ligpogal bpgtem Construction Permit Application for a Permit to Construct( . )Repair(Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a,60 Owner's Name,Address I Assessor's Map/Parcel Ins er's�e,� dress,an T No. J 5( Z Designer's Name,Address and Tel.No. Ico✓urQe� ,� 1 Type of Building: , 1 Dwelling No.of Bedrooms "' Lot Size sq.ft. Garbage Grinder( ) Other 'Type of Building o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow )10 gallons per day. Calculated daily flow 14 gallons. Plan Date ]AlqQ! Number of sheets Revision Date T Title 701 Size of Septic Tank 1 560 Type of S.A.S. u .�)_� Description of Soil w Nature of Repairs or Alterations(Answer when applicable) a 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 this Boaz of M�� Signed Date 1-1 I Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued zo" ' GTIL � � i Fee " a _ THE COMMONWEALTH OF MASSACHUSETTS + Entered in computer: t, Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Migoogal *p-5tem Construction Permit Application for a Permit to Construct( , )Repair(P<Upgrade( )Abandon( ) O'Complete System ❑Individual Components Location Address or Lot No. pZ$Q OwnM�'s Name Address and�el Assessor's Map/Parcel)/i 3 /'� (f�G� /T 6. 1 ��`�+ Installer's a }e,, dress,an T No. f �( �j� Designer's Name,Address and Tel.No. v CJ� n �. ' ' Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage'Grinder( ) Other Type of Building o.of Persons Showers'( ) Cafeteria( ) Other Fixtures 1 Design Flow I 10 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets ! Revision Date 3h Title Size of Septic Tank ( SODnn Type of S.A.S. J 3�� 33.5 u Description of Soil 1v_ A Nature of Repairs or Alterations(Answer when applicable) aku n� � � 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 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 this Boar of Hjth.`t Signed TAA P rt�J L�il� Date 1 I Q Application Approved by Date Application Disapproved for the following reasons Permit No. 24C*4V '', Date Issued 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTI f,�that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( by j� at eQT0 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permi;VW,f e dated."O,--/,!C C_/- Installer k Designer P The issuance of this permit s all not be construed as a guarantee that the system wil function as designed. Date Inspector Fee 75 25 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - B)4RNSTABLE, MASSACHUSETTS MigPo f *pgtetn Conkruction Permit Permission is hereby granted to C� gra jstruc ( )Repair( )Jrp (k�Abandon ) System located at td' t 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 '�>mit. Date: / 6 v Approved W ,9101 t 4 TOWN OF =BARNSTA'BLE € F+' s.: . LOCATION:a0 Lon► SEWAGE 7y ; Y VILLAGE OL �evrY� I(P. ASSESSOR'S MAP LOT y INSTALLER'S NAME di PHONE NO Q�L,p �,. ` ;,� TA t_(5b?) y3�:41yg j:; t SEPTIC TANK CAPACITY LEACHING F.ACILITY:(type) 3-J'60.r a- We(tf' (size) /3 )C .33. S-" NO OF BEDROOMS PRIVATE 'WELL OR BUILDER OR OWNER (,a-�h �c;tn, DATE PERMIT ISSUED: : ►o.�l�In.l';. : DATE ',COMPLIANCE,ISSUED: U. I:�J) n� VARIANCE GRANTED Yes jr x � eP t - �9 'o " Ali QL � `` ' 13 tD t hi T3 � 31 F7 : t i Town of Barnstable N� O� Department of Health, Safety, and Environmental Services 9� ' ,0� Public Health Division �FDN1A�� P.O. Box 534, Hyannis MA 02601 Office: 508-790-6265 Thomas A.McKean,RS,CHO FAX: 508-790-6304 Director of Public Health RECORD OF VERBAL COMMUNICATION ``) zC�� `"I�a cA (C (' C)n oo � qt--Z-tCL v CA=L�— - a U �12r verbcomm.doc V v` cal TEST HOLE LOG I � DATE:SEPTEMBER 6, 2001 SOIL EVALUATOR: M. O'LOUGHLIN, CSE HYb WITNESS: PERC RATE: < 2' MIN / IN 18 33.0 0" . FILL 32.1 11" �* f \ � ' s• ' Bw = LOAMY 3AND 10YR5/8 30.2 33" 1 4— o C = MEDIUM.SAND . \ 2.5Y7/4 / 21.0 144" Ile \ , ` NO WATER ENCOUNTERED _A \ \� \30 DESIGN DATA DAILY FLOW: (4) BDRMS. x 110GPD = 440 GPD _ ��t SEPTIC TANK: 440 GPD x 200$ 880 GPD �T' USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: USE: (3) 5' x 8.5' 500 GAL. PRECAST DRYWELLS \` \I LINED w/4' OF DOUBLE WASHED STONE CAPACITY: \ / / SIDEWALL: 93 x 2 x 0.74 = 137.6 BOTTOM: 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.6 GPD NEE: 5� �+°�-• "Zl=> / AAA44 1 ffj `'d ff '.� Q DANIEL E.BRAMAN N • `�. RumEk fn� CIVIL -� Vc At Ss\J� �4v FSSICN4l NOTES: 1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. 3. RAISE ALL APPLICABLE MANHOLE COVERS-TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED j ON A 6" LAYER OF STONE. !I 6. INSTALL GAS BAFFLE IN OUTLET TEE. `�`�� 2" LAYER OF 3/8" PEASTONE OVER 7 LjED T i-)) 5T%1k-TJ04E To Bc O-20 DOUBLE MASHED STONE ----------------- ----�� L,•O�I�1� . ALL AROUND TOP OF FOUND. ELEV. amp 3t}.5 _=:=::a==-=-_�._____ T e, F�•3o-S 31,Z5 3�'oo ------------------ 30.4fl ` 'io. SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 280 POND ST. , OSTERVILLE, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 143 PARCEL 26 OF t.LL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. i PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH M 7:10 CMR 15. 00: TITLE V. 7 r. THLEEN PORKKA 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. l DATE : OCTOBER 4 , 2001 SCALE : 1" = 40' 9. ALL DISTURBED AREAS TO LOANED AND SEEDED. r I c- CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. WELLER & ASSOCIATES 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE , MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: -I I TEST HOLE LOG ExtsTj.�, t DATE:SEPTEMBER 6, 2001 SOIL EVALUATOR: M. O'LOUGHLIN, CSE WITNESS: PERC RATE: < 2 MIN / IN 1 c�3 pp 'L 33.0 0" FILL V� \ 32.1 11" Bw = LOAMY SAND 1oYRs/e c ,� \7 0 �� ---- MEDxUM SAND J i 2.SY7/4 21.0 144" ' �(� ` NO WATER ENCOUNTERED / '°' rC \� `30 DESIGN DATA 000e DAILY FLOW: (4) BDRMS. x 110GPD = 440 GPD \ / �< - \ - .t.0 SEPTIC TANK: 440 GPD x 200$ 880 GPD USE: 1500 GALLON PRECAST SEPTIC TANK �i \\-max I �1 LEACHING FACILITY: �P USE: �(3) 5' x 8.5' 500 GAL. PRECAST DRYWELLS LINED w/4' OF DOUBLE WASHED. STONE \ CAPACITY: \ / / SIDEWALL: 93 x 2 x 0.74 = 137.6 \ / / BOTTOM:. 13 x 33.5 x 0.74 = 322.3 TOTAL: 459.6 GPD \ // 02yv�a� / AA4 OF OF • 3T ? ti o'� DANIEL e. ti BRAMAN Gj/1 \ R MN m o CIVIL 26 719 fF V` . Sl R �� SSICN 4l EN i NOTES: 1. ALL PIPE TO'BE 4" DIA. SCH 40 PVC. 2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION BOX. ' 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN 6" OF FINISH GRADE. 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A ! GARBAGE DISPOSAL. iI 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED �I ON A 6" LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2" LAYER of 3/8" PEASTONE OVER •1, ST%lk-Ta0E5T- 8E 040 i"-lh" DOUBLE MASKED STONE -' 'I.-oGi�L7. - ALL AROUND TOP OF FOUND. @ ELEV.3C}.5 L..j -n �•3o.S 31.50 �323 P -3d.40 SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN FOR GENERAL NOTES 280 POND ST. , OSTERVILLE, MA 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION ASSESSORS MAP 143 PARCEL 26 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR TO ANY EXCAVATION OR CONSTRUCTION. PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH ��7� 310 CMR 15. 00: TITLE V. + KATHLEEN PORKKA 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. DATE : OCTOBER 4 , 2001 SCALE: 1" = 40' - � 4. ALL DISTURBED AREAS TO LOANED AND SEEDED. 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY I WELLER & ASSOCIATES REQUIRED INSPECTIONS. � 1645 FALMOUTH RD. - SUITE 4C P.O. BOX 417 CENTERVILLE , MA 02632 TEL: (508) 775-0735 FAX: (508) 775-0754 APPROVED BY: i i