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HomeMy WebLinkAbout0906 ROUTE 149 - Health 906 ROUTE 1.49, MARSTONS MILLS "Vq s. TOWN OF BARNSTABLE LOCATION !©d / ek7f- 14.47 SEWAGE # VILLAGEl"�QIrST©�j` i _5 ASSESSOR'S MAP & LOTIEZ—'py INSTALLER'S NAME&PHONE NO. ,f7�r Gd � f/�1�� 7/ SEPTIC TANK CAPACITY /S vC 5 LEACHING FACILITY: (type) (size) r ;'� '3r� <.:•, NO.OF BEDROOMS BUILDER OR OWNER NIT sq PERMITDATE: /e"V 71e COMPLIANCE DATE: I I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Sr 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 w �I' -t-- t--- I I — �,.__.-••---". Grp r- TOWN OF BARNSTABLE �( LOCATION ,,!ss©b /Cell7f- 0 SEWAGE # VILLAGE_,Zi'le � e�✓� �"//��5'` ASSESSOR'S MAP& LOTIPL—6a'f INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /S-00 6,6 LEACHING FACILITY: (type), s (size) /0, °1c NO.OF BEDROOMS BUILDER OR OWNER �OrT PERMTTDATE: j®` �7 • COMPLIANCE DATE: 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) /�/ v Feet " Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) !0% Feet Furnished by . Jiff ' � I F, y k 3 No. -Fee .r® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Miqozal gtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(1 )Abandon( ) m Complete System ❑Individual Components . Location Address or Lot No. �a� X�,�,, 1 /e Owner's Name,rAddr sand Tel®o. / Assessor's Map/Parcel Ala15 r�,/�� �Z A Installer's Name,Address,and Tel.No. �C f�7 Designer's Name,Address and Tel.No. 7 _7/ �� Type of Building: Dwelling No.of Bedrooms -� Lot Size sq.ft. Garbage Grinder( � Other Type of Building y� �/G2!�No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /1/5) gallons per day. Calculated daily flow er gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /6W Type of S.A.S. or 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 k�sgrd 4 Healtk. Signed Date Application Approved by Date l u- j Application Disapproved for the following reasons Permit No. c/- %, Date Issued 0 z. ¢_ No. ee 4 ~� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 0[pprication for Miopogal *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(P Abandon( ) U Complete System ❑Individual Components Location Address or Lot No. Owner's Name Addr s and el.No. Assessor's Map/Parcel �W✓y Installer's Name,Address,and Tel.No. /% Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(/�d Other Type of Building er �l�'No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow A42 gallons per day. Calculated daily flow 3� gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /157)d Type of S.A.S. 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, y this B d Health. 9/Z Signed Date Application Approved by 7. 44Date 1 v- i Application Disapproved for the follo ing reasons 'Y?a Permit No. 9cf- /2 2 Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS`OtZ BANSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(Upgraded Abandoned( )by r 7',?�&ztj r at ./04/2`f 44? /Y,2/ S/`g`Jy en constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer J A_ The issuance of this pe s�%yd construed as a guarantee that the cyst will function as d 'gne E Date Inspector 1 , fi --------------------------------------- No. 2 Fee THE COMMONWEALTH OF MASSACHUSETTS '. PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mifspozar *pMem Con6truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(/,<A bandon( ) System located at 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. F Provided:Construction must be completed within three years of the date of this permit. Date: Approved by r t M" _,�. :. .:< NOTICE. This Form Is To Be Used For the Repair., f Failed Septic'Systems`O 'V,. - CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRIICTION PERMIT(WITHOUT DESIGNED PLANS) ereby certify that the application for disposal works construction permit signed b me dated / $��7 P $u y � concerning the property located at `111- meets all of the following criteria: iv/The failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. I/The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes r inch. eq pe /There are no wetlands within 100 feet of the proposed septic system Y There are no private wells within 150 feet of the proposed septic system l✓ There is no.increase in flow and/or change in use proposed There are no variances requested or needed. The bottom of the proposed leaching facility will not be located less than five feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor when applicable] /ethod the S.A.S.will be located with 250 feet of any vegetated wetlands, the bottom of the proposed leaching facility will not be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation, Please complete the following: c A) Top of Ground Surface Elevation(using GIS information) 47 ! B) G.W.Elevation +the MAX High G.W.Adjustment.-7= G q DIFFERENCE BETWEEN A and B a SIGNED : 2 DATE: (Sketch proposed plan of system on back]. q:health folds:an r w oh O 04-0 C Gac._Cc 'Al LA goy el�qi i i III n LEGEND SEPTIC __ ROFILE TEST HOLE LOGS _ T.O.F. AT EL. 112.50' - u SEPTIC DESIGN: (GARBAGE DIP NOT ALLOWED ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO .,CALF) 100.0 PROPOSED SPOT ELEVATION ( E DISPOSER IS - � ACCESS COiER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE 4 110 4404_ WITHIN 6' fF FIN. GRADE ED BARRY __ BEDROOMS ( GPD) - GPD 111.5 MINIMUM .75' OF COVER OVER PRECAST DESIGN FLOW: 2% SLOPE REQUIRED OVER SYSTEM 110.0' WITNESS: � 100X0 EXISTING SPOT ELEVATION USE A 440 GPD DESIGN FLOW JUNE 17, 1999 100 SEPTIC TANK: 440 GPD 2 = 8$O RUIV PIP LEVEL 2" DOUBLE WASHED PEASTONE DATE: PROPOSED CONTOUR (_.._) 109.0' FOR FIR�l 2' - <2 MIN/INCH R /� PERC. RATE ISTREET 1500 PROPOSED 1500 / 3' MAX.USE A GALLON SEPTIC TANK 108.43' / 107.0100 - - EXISTING CONTOUR LEACHING: 108.68' GALLON SEPTIC t CLASS I SOILS p# 9454TANK (H- 1O ) GAS 106.52 39 + 10.83 2 .74 _ ' ��o �_( ) ( ) 147.5 BAFFLE 106.67 O CI L� O C] C� Ht SIDES: SLOPE) a 106.17' p (� CI C� C� CI 0 O Q 3' I z 130TTOM: 39 X 1O.$3 (.74) - 312.5 ( 2 ) 6" CRUSHED STONE OR MECHANICAL g_ [� O 0 C7 O C7 ELEV. ELEV. Locus 0 TOTAL: 621 460 4, COMPACTION. (15.221 [2)) �$ 2' 0 0 CJ L7 L� J� C7 a 104.17 Q , 0 AL: S.F. GPD DEPTH of FLOW = 11p.1 110.1 ( 2 � st_oPE} 0 0" USE (4) 500 GAL LEACHING CHAMBERS (ACME OR TEE SIZES: 3/4 TO 1 1/2 DOUBLE WASHED STONE Ap Ap EQUAL) WITH 3' STONE AT SIDES AND 2.5' AT ENDS. INLET DEPTH 10" LS LS T DEPTH 14" 8" 10YR 6 3 „ 1OYR 6 3 i OUTLET DE / 8 � LOCATION MAP 5,5 7' B B FOUNDATION- 16' SEPTIC TANK 76' D' BOX 21 LEACHING FACILITY LS LS ASSESSORS MAP 110 PARCEL 2 BOA'tD OF HEALTH \ 36" 10YR 6/6 107.1' 36" 1OYR 6/8 107 1' ZONING DISTRICT: RF 98.6' Cl ClYARD SETBACKS: APPROVED DATE MA M_F POCKETS SILT . SPEE \ POCKETS SILT FRONT = 30' j LS �PERC MF/LS SIDE = 15' � . LIMIT 10� 78" 2.5Y 7/3 COBBLES SIGN \ 2.5Y 7/4 REAR = 15' 66" PLAN REF. - 130/90 FLOOD ZONE: C \ C2 00 \. C2 MS O) U TI LI i Y \. 2.5Y 7/4 M/COS POLE Q 2.5Y 7/3 138" 98.6' 132" 99.1' I Q ,� o \� NO WATER ENCOUNTERED �O \0x\ 00 a d O 'p ALTERNATE BENCHMARK: ,� ^ �� I STAKE AT EL. 111,82' NOTES: N PRO OSED WEL ` ® c\► \ ® APPROXIMATED FROM SAND. QUAD O 1 . DATUM IS p \ EXISTING 2• MUNICIPAL WATER IS NOT AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. WELL D 10\ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 5. PIPE JOINTS TO BE MADE WATERTIGHT. O �L- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. " W Op ���� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 00 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT r INSPECTION. BY BOARD OF HEALTH AND PERMISSION kO.BTAINED -- FROM BOARD OF HEALTH. 10 { ,n5,0 - . ., �. � CONTRACTOR SHALL BE RESPONSIBLE.�,FCIR VERIFYING THE BENCHMARK: STAKE R _ \ - - _ - _ __ _ ,�.. - - tuCi�i iLliv t�F. ALL`Ui\it9t+�GROUi�D & OVERHEAD UTILITIES. ^^ii'J^ . AT ELEVATION 113.83' TO COMMENCEMENT OF WORK. 11 . ALL KNOWN POTABLE WELLS ARE GREATER THAN 1.50' TQ LEACH FACILITY 12. PROPOSED WELL IS GREATER THAN 150' TO LEACH FACILITIES s p TH 2 PROP. 4 BR DWELLING I , \ f C) TF _ r 111 ✓ / \ SITE AND SEWAGE PLAN o 110.3 OF PARCEL 2 HIGH STREET � � ' ,/ � j IN THE TOWN OF: (WEST) BARNSTABLE 24 0 K o ,,P PREPARED FOR: HAMILTON HOMES Y 60 SCALE: 1" = 30' DATE: JULY 19, 1999 o LOT AREA � ttt OF Of `1N M 190,425 SFt �� ARNE H. �yG ARNE �yc 4.37 ACREStH. OJ/tL �jc,, A `'►^_, OJALA y CIVIL v, $ No.26348- No.30792 o O Q�pQ f G� 770: or v�<-,afr.�rs�� ARNE H. OJALA, P.E., P.L.S. DAT A\P� i 13 1� off 508-362-4541 X fax 508 362-95M down cape engineering, Inc. h \X CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 ,99- 141 ,