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Home My WebLink About0069 OLD JAIL LANE - Health 69 OLD JAIL LN. BARNSTABLE A 278 056 003 o, . , Y 9 i a a TOWN OF BARNSTABLE LOCATION S 13a ®Id 7k; ( /n. SEWAGE # 9 - S- 6 VILLAGE 1r�5 �x-� V, 1t c.-9� ASSESSOR'S MAP & LO 1a03 INSTALLER'S NAME&PHONE NO. ka k,-i%3, O U9 CO. V32-0 S"3a .DPTIC TANK CAPACITY ISOO 3 k . l�n�- 39lhAA A %o - NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: _ t i 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 0 �� 0�� . � e �� ti� 6 .d/ kyle sno �� r J p#A Fee A0,' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppricatfon for Migooar *p5tem Con!Aruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Komplete System O Individual Components Location Address or Lot No. 3� ®�..a `r��c z Owner's Name,Address and Tel.No. oT 3/ Assessor's Map/Parcel oxpv rs' Inst e,Address,and Tel.N . Desi ner's Name,Address and Tel.No. �l Type of Building: Dwelling No.of Bedrooms Lot Size J~0.7a3 sq. ft. Garbage Grinder( ) ��, Other Type of Building No.of Persons Showers( Cafeteria( ) �— �L Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date_ I Title ;/ 74 Wk1_') �/ L �✓ Size of Septic Tank �3 0� Type of S.A.S. .1E/1G4/o Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 yXthioardeHealth. Signed Date V � 12,07 Application Approved by Date Application Disapproved for the following reasons Permit No. �`/ � Date Issued - --- TOWN OF BARNSTABLE TO � J �( LOCATION SEWAGE # 3 h �l ASSESSOR'S MAP & LOT!! D® VILLAGE j�('-rl iz�}a �� 9 INSTALLER'S NAME&PHONE NO. r i 13 O 0 Q 69 `l31' O S30 SEPTIC TANK CAPACITY ISDO LEACHING FACILITY: (type) -svy 9a! lFCu kPr S (size)Z't ficz7�1ti%n�- ��X 3a jNO.OF BEDROOMS 0 4 BUILDER OR OWNER / .'► c.. <+ a 1 !{ PERMTTDATE: 9-I- gg COMPLIANCE DATE: ! iSeparation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet 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 I within 300 feet of leaching facility) Furnished by i f -2 S -mac' No: / J --w.� Fee 60-100- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pplifatton for �Dtq;pool 6pmem Congtructton Permit Appli atiori for a�Permit to Construct Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. �T .� 3 A o� �A�G c .i' Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Des' ner's Name,Address and Tel.No. 4 Type of.Building: Dwelling No.of Bedrooms_ Lot Size -$19e7123sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons k_.> Showers( ) Cafeteria( ) Other Fixtures "- Design Flow '' gallons per day. Calculated daily flow Y4 EM gallons. ` Plan Date 3 Number of sheets Revision Date:' Title /r4- f" t d-i9OY �-vT S 3 ��! d�G+%J �/ c �✓ Size of Septic Tank �S�� Type of S.A.S. Description of Soil x: Nature of Repairs or Alterations(Answer when applicable) 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 o the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by thi oard ealth. Signed '� Date Application Approved by Date Application Disapproved for the following reasons Permit No. / Date Issued -------------------------- THE COMMONWEALTH OF M*S CHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO Cut i that the -n-site Sewa'g Disposal System Constructed( ''Repaired ( )Upgraded( ) Abandoned( )by 1 at GO Y V 74 4 /a, -Te"I'/ y S fr,A le has been constructed in acior ance with the provisions of Title 5 and the for Disposal System Construction Permit No. "�6.r dated / ``" / Installer s., Designed I nIA A The issuance of this permits i 1 not be construed as a guarantee that th/s, -t- will unc ion as c.�y'e rY �n Date f i Inspector 1! A �I`',Y/1A ' t 1 No. �/ ' �!� I ---- i———-----— ———.Fee /owr�'""' . . THE COMMONWEALTH OF MASSACHUSETTS S PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS 30igozal 6 -tem Construction Permit Permission is hereby granted to Con truct(j air( )U rade( )Abandon Sy"stem located at � � � 0 7c �� ` � J-/�, IT Gc+'vi 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 begcompleted within three years of the date of thi e it. n Date: _ �' 7,7 Approved by (171Z �/ _ u N I n r DAM 7 is/99 'CLNQ F..t-CLL1-- �'.,;: �' ■NORTNSIDE .. � ._. DESIGN -^,.*^-.. °�DATE iSVl9GM! • J. Y N f or a • y 6 -711 IL ;o. o"R. ��tg9 �RST �t t�s�►r.I a::� _.as: NOMME DESIGN =OI !Qr M6 O FlbPa11Qi •01 A t Ipltml� ^--__ �= ~ ■,. ASSOCIATES A3 e.®vmo... �,. wh NkMsws gem T.O.F. AT EL. 85.0' SEPTIC PROFILE TEST HOLE LOGS -"- ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: A.H. OJALA, PE 77.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 77 $. WITNESS: JERRY DUNNING 2% SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTONE DATE: 12/10/98 I RUN PIPE LEVEL o 3 PROPOSED FOR FIRST 2' 3' MAX. PERC. RATE _ < 5 MIN/INCH a � 1500 75.0' GALLON SEPTIC 74.75' 74.83' CLASS I SOILS P# 9316 ROUTE 6A SLAB 077.5' TANK (H- 10 ) GAS 74.25' 44 BAFFLE 74.42' "� O [� C] O L7 CJ LqCD a 74.0' LOCO00 C7 004' ATSIDES (M'N 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL i� 0 0 0 0 0 0 0 COMPACTION. 15.221 2 ) `c $$ 2' 0 0 0 0 0 0 0 oco �j 4 7g 0' LOCUS ( ( J 72.0' t ELEV. z DEPTH OF FLOW = _ ' ( 1.8% SLOPE) 0" 79.0 Q" TEE SAES: 3/4" TO 1 1/2" DOUBLE WASHED STONE O INLET DEPTH = 10" 2 14.. r. O OUTLET DEPTH = A & A LOCATION MAP LEACHINSL 6., FOUNDATION- 14' SEPTIC TANK 18' D' BOX 23' FACILITYG 6" 1OYR 3/4 B ASSESSORS MAP 279 PARCEL 55 B ZONING DISTRICT: RF--2 N 5' SL SL YARD SETBACKS: 36" 2.5Y 5/6 76.0' 2.5Y 6/6 FRONT = 30' - PROP. COMMON DRIVE 40" 75.67' SIDE = 15' � ~ laJ^"' � , C Cl REAR - 15' - --- _ _ ^ ^ ^ate°' SL UNSUIT. PLAN REF. - rk -- - - 7 - _ _ `OtO m"oQ° sy 67.0' LS _ pert 2.5Y 6/4 FLOOD ZONE: C Q ti 2.5Y 8/4 i 48.7 - ti C2 O � pert ; LS N A (0 ,r ; 67 '66 Ltr O �a a M s9 \ 132 68.0' 144" 1 67.0' o) V) 119.1 - NO WATER ENCOUNTERED NOTES: C; l >>� SEPTIC . DESIGN: BARNSTABLE GIS (GARBAGE DISPOSER IS NOT ALLOWED ) 1. DATUM IS 110 AVAILABLE"' W `n �? DESIGN FLOW: 4 BEDROOMS (� GPD)_ = 440 GPD. 2. MUNICIPAL WATER IS NAIL IN 20" PINE USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ' (0 � BENCHMARK r `� 440 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ^� m� ELEV=81.64' SEPTIC TANK: GPD 2 = 880 5. PIPE JOINTS TO BE MADE WATERTIGHT. A� USE A 500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 3 s LEACHING: ENVIRONMENTAL CODE TITLE V. o , PROP. ROCK RET. WALL 2(33.5 + 12.83) 2 74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 81 W�, 'D 1 A SIDES: �' _ USED FOR LOT LINE STAKING. rn 33.5 x 12.83 (.74) 318 BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. X w GAR % ` TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 37 ' ,' USE (3) 500 LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED PROP, 3S 01 FROM BOARD OF HEALTH. DWELLING o \ EQUAL) WITH 4' STONE ALL AROUND 77 \7 TF= 85.0' 00 9' P R ALL LEGENC) SITE AND SEWAGE PLAN 1 ' T ss\ C 100.0 PROPOSED SPOT ELEVATION OF LOT 3/3A OLD JAIL LANE 10ox0 EXISTING SPOT ELEVATION IN THE TOWN OF: PROPOSED CONTOUR BARNSTABLE (VILLAGE) J�6 �a� - 100 EXISTING CONTOUR PREPARED FOR: BARBARA STEENSTRA B3, 40 0 40 80 120 Feet 78` N' BOARD OF HEALTH APPROVED DATE MA SCALE: 1" = 40' DATE: JUNE 3, 1999 REV. 7/4/99 off 509-362-4541 REV. 8/2/99. (MOVE HSE) fox 508 362-9880 5' REMOVAL OF UNSUITABLE SOIL REQUIRED down c`t ``r DI dfq ��N Of cape en 'n eerin , inc. �a o AROUND PERIMETER OF LEACH FACILITY GOWN b �TO LOAMY SAND LAYER. REPLACE WITH CLEAN o ARNE 4 MED. SAND. ENGINEER TO INSPECT AND OJALA - CI H. $ --. CERTIFY REMOVAL .w . '�..' VIL ENGINEERS 3 OJALA CIVIL -" NO.3079 LAND SURVEYORS f og NO.26348 �f Q 98--446-3 939 main st. yarmouth, ma 02675g-4- . OJALA, ., P.L.S. DATE