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Home My WebLink About0100 RIVER ROAD - Health (2) 104 RIVER."MARSTONS MILLS -- - - - A =078 015 I � TOWN OF BARNSTABLE d LOCATION 3 SEWAGE #DP VILLAGE LS fjn S ! I I S ASSESSOR'S MAP & LO1 -0 r00 INSTALLER'S NAME&PHONE NO.Ln--1 F. Cl aU 0 S S Q ✓ SEPTIC TANK CAPACITY 5 n �/ gee �n I LEACHING FACII.TI'Y: (type size NO.OF BEDROOMS BUILDER OR OWNER O n/' /S PERMTTDATE: le 9 c 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) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 8 A A - 3 V ' 6 1 a 83 y5 , E` . N. o "� f Fee 1�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 27- Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Tipprication for Miquar *pgtem Construction Permit Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �op Pugt Owner's Name,Address d Tel.No. 771 ct I I FMV\ o f f o wn h o r� Z T 7 rrc457" Assessor's Map/Parcel .. S �4`ti .0, e0y- l `�Lcq Installer's Name,Address,and Tel.No. 67Et 0—37 3 Designer's Name,Address and Tel.No. Eroc Fctir600kS egVOSSu FX v CaaTi►�r �o.a � � 904 � '1.6'7 fpa(vtner �v� M 2 SY `A w—c ..f Type of Building: Dwelling No.of Bedrooms -3 Lot Size L, `L4Z-sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 gallons per day. Calculated daily flow 3 gallons. Plan Date `5 I� t!2 Number of sheets ( Revision Date Title 5 % Size of Septic Tank o Type of S.A.S. 1^IL�y -� 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 issueby this Briard of Health. Date ZY ,9 Application Approve by Date Application Disapproved for the following reasons Permit No. Date Issued !� No a Fee- — - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ` Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS` Zipprication for Miooml *rwm Construction permit , pplication for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. '�J'T?� f Qy U Owner's Name,Address and Tel.No. v"1 Mc"4 r b✓t tM Hcwv�/h� o m RPct�T 7Y�f ST Assessor's Map/Parcel . /� ti ¢ .O, pOX fAlexLO Installer's Name,Address,and Tel.No. 5 D SL10- Designer's Name,Address and Tel.No. i ErIC Fatrix,nkS egvoV-rA F ycUvaTrnur 1.5'7 P i nn P r Ave_- 1 1M64, D') ' YYR 64cz- Type of Building: Dwelling No.of Bedrooms `' Lot Size `� 1--sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 gallons. Plan Date Number of sheets Revision Date n/ Title Size of Septic Tank_ 15 D ca `G1"D Type of S.A.S. _ Description of Soil s*r— Nature of Repairs or Alterations(Answer when applicable) y � f Date last inspected: Agreement: ` Theunciersigned 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 issue�y this J!, e of ealth. Slgp , �-''� -" y 57 Date 11.10 Application Approved by Date Application Disapproved for the following reasons S 1 Permit No. Date Issued --------------------------------------- f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS � Certificate of.Compliance THIS IS TO CERTIFY,that the On-site S wa a Disposal System Constructed(�4)Repaired ( )Upgraded( ) Abandoned( )by v, ' o� r r S Cu G-w :za at 10Y ilsof c, /VI / c, -A,CA has been constructed in accords ce with the provisions of Title 5 and the for Disposal System Construction Permit No. '7,0 dated d`AV, ~ Installer res, k (ter o55 r - ,; esigner w Wl o 0 The issuance of this permit all/not a co strued as a guars tee that the sy to ill function as designed R Date - Inspector A / � -------------------------- NO. _7 _170 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migomf *proem Construction Vermit Permission is hereby granted to Construct V)R air( )Upgrade( )Abandon( ) System located at IN Rive( �Q,� mel r 5we- NY1,//c I'Vltf 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 this 'emit. Date: f? 41-- Approved TOWN OF BARNSTABLE LOCATION SEWAGE # (_! VILLAGE ( ,l' In n S M! / /S ASSESSOR'S MAP & LOTn�� INSTALLER'S NAME dt PHONE N0. —nt-I r POLL/n5 S C_2 STY';,6u.Sid< 541,029 SEPTIC TANK CAPACITY `J n W ae;� .I� LEACHING FACEUN: (type size NO.OF BEDROOMS BUILDER OR OWNER 0 n/' /,S PERMUDATE: 9 9 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) Feet Edge of W.tland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �h z ��. , SE � d SEPTIC PROFILE TEST HOLE LOGS -- T.O.F. AT EL. 53.0' ACCESS COVER TO WITHIN 6" OF FIN. GRADE r TO SCALE) LOCUS No ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE I� 48 8 WITHIN 6" of FIN. GRADE JERRY DUNNING MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 49.0' WITNESS: 1/19/99 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: I ems' \ FOR FIRST 2' \ < 2 MIN/INCH 49.0 PERC. RATE _ PROPOSED rr 1500 3 MAX. 46.50' CALLON SEPTIC 46.25' 46.0' CLASS I SOILS p# 9350 �o TANK (H- 10 ) GAS o0 45.52' BAFFLE 4 �� 0 0 45.5' 0 3' ® SIDES ( 13 % SLOPE) 6" `CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2)) go>$ 2' oo O„ 4 ELEV.5 2 ROUTE 28 F FLOW 4 7 1 ft$ Ap 0" Ap 48.8' DEPTH 0 ( % SLOPE) ( % SLOPE) Ap TEE sizEs:' 10" ��$ 1 a oo �'�� LOAM LOAM INLET DEPTH 43.5 OUTLET DEPTH = 14' 3/4" TO 1 1/2" DOUBLE WASHED STONE 12" 1 OYR 3/1 12" 1 OYR 3/1 LOCATION MAP LEACI IING B B ASSESSORS MAP 78 PARCEL 15 FOUNDATION- 19, SEPTIC TANK 8' D' BOX 4' FACIL'TY LS LS ZONING DISTRICT: VB-A 23" 2.5Y' 4/3 46.58' 23" 2.5Y 4/3 46.88' YARD SETBACKS: I V 6' FRONT = 20' C C SIDE = 30' CUMULATIVE MED/COS MED/COS REAR = 20' W/GRAVEL W/GRAVEL PLAN REF. - 533/43 37.5' FLOOD ZONE: C d 2.5Y 6/6 2.5Y 6/6 G� 60.1 o 132" 37.5' 132" 37.8' ) NOTES:ss NO WATER ENCOUNTERED 1.0 O 61.3 v58 s APPROXIMATED FROM QUAD MAP 5? ° SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1 . DATUM IS� j55 2 �J.�ihiv FLOW: ,' 6��F�:"OI„fS (i 10 G^D) = 330 Cnn 2. M�INI(;IPAI W4TFR IS _AVAILABLE USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 53. - s .ft SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 es 5. PIPE JOINTS TO BE MADE WATERTIGHT. C s USE A 1500_ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. s 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES: 2(32 + 9) 2 (.74) = 121 .4 USED FOR LOT LINE STAKING. 50.2 sue, 1 1 BOTTOM: 32 x 9 (.74) = 213 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. s� W TOTAL: 452 S.F. 334 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT so �� cP. 52 0• �' .s INSPECTION BY BOARD OF HEALTH AND PERMMION OBTAINED USE 4 HIGH CAPACITY INFILTRATORS WITH 3 STONE FROM BOARD OF HEALTH. AT SIDES, 3.5' AT ENDS AND 14" UNDER PROP. DWELLING Q�JF T.F. = 53.0' 50.5 49.7 ss LEGEND o GAR `� �� s S/TE AND SEWAGE PLAN SLA6' DECK \ 9 100.0 PROPOSED SPOT ELEVATION OF / 4fla s LOT 3 RIVER ROAD sQ 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: �� .`' 10° PROPOSED CONTOUR ( MAR STO N S MILLS) -BARN STABLE BENCHMARK: STK SET AT TH2 ELEVATION 50.0' � 100 EXISTING CONTOUR PREPARED„FOR: HAM I LTO N HOMES TH 1 °. .� 20 0 20 40 60 Feet 11' L BOARD OF HEALTH MA SCALE: 1„ _ 20' DATE: MAY 18, 1999 APPROVED DATE 49.5 off 508-362-4541 fax 508 362-9880 tP�iN 6F Mq j down cape....engineering, Inc. AR NE H. �o� ARNE 9�yc s .+ H: _ i CIALA CIVIL ENGIN199 9,.30792 LAND SURVEYORS �� E��STER�� G A( I.AN10 98-495LOT3 - v 939 main st. yarmouth, ma 02675 4 E H. OJALA, P.E., P.L.S. DATE