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HomeMy WebLinkAbout0415 ROUTE 149 - Health 415 ROUTE 149 MARSTONS MILLS - - - A = 079 012 r TOWN OF BARNSTABLE � LOCATION -11I5- 47-Nq l/�W�A#J l®4?1 SEWAGE # 24:�V--57-3 VILLAGE ASSESSOR'S MAP & LOTD-2?'�/Z INSTALLER'S NAME&PHONE NO. 90/^ 4!:P SEPTIC TANK CAPACITY /i Io LEACHING FACILITY: ( ) H' C-e4%S (size) 3 7•� h NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: t--"/-COMPLIANCE DATE: 7Z7 22 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 4 within 300 feet of leaching facility) Feet I Furnished by r 60 3 6 4 -3 ,z Plop � 2 5 Town of Barnstable P# Department of Health,Safety,and Environmental Services �1K ��P 1 Public Health Division Date 3 i ` Main Street,Hyannis MA 02601 ERN9Dr)A13M - JCljDate Scheduled 3/a-) 1 Time /0;C0 Fee Pd. /./Soil Suitability Assessment for Sewage Disposal Performed B fl✓vNA,,61, En � �(e�1 rn �44✓ y: 4�n�e�✓r�,G � Witnessed By: t'in�j Y) .. .. IJO TION & GENERAL INFORMATION Location Address .........ro ft �S �-}- 1 y g Owner's Name Address Assessor's Map/Parcel: ,AP'' f�ct✓ce 1 a O'] 9 O ZFngineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use 1' Get 1 Slopes(%) .L Surface Stones ND� Distances from: Open Water Body -Z yD ft Possible Wet Area It. Drinking Water Well ft t Drainage Way ft Property Line ft Other R SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) t a nI/I Parent material(geologic) 0 +I ig S� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Q!p Weeping from Pit Face A I Estimated Seasonal High Groundwater ` I b l✓t 1VA ' Ol'�I R SM8 N.A ,M.". �?t�A�'E�2 T�� I . Method Used Depth Observed standing in obs.hole: in. Depth to soil mottles: : in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well#_ ._.,_. .Reading Date: Index Well level Adj.factor ^_ Adj.Groundwater Level 'EACOLATION TEST . >uit 6:i v nine Observation Hole# Time at 9" n Depth of Perc 3 Time at 6" Start Pre-soak Time @ �OIGv: Time(9"-V) End Pre-soak /0'©^^7 Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant r DEEP OBSERVATION HOLE LOO Hole#�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%Gravel C)-•1a SL loV 3�a 1 a LS /6 �y -gyp C', c5--✓'oS °��>J� 0-13 C-;? /V)S /0 YX ?/8 131 jqj G3........... ... Hol DEEP OB:SERVATIQN .......O:L,E LOG e .......... Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C n istenc %Gravel Lg Ia ci G7 As rN -.0"V-, yr' + g�-13�2 Ca 5 Jd YV- ?/6 DEEP OBSERVATION HOLE LCI Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°o Gravel o�� � s � ivY� 3/ K-01 LS /0 YR.SA C, S /0 7/� 1,Ig C DEEP OBSERVATION HOLE LOG : ::: H;.0 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°° ravel Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No Yes - Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If riot,what is the depth of naturally occurring pervious material? Certification I certify that on C( Rj (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature ��^— (9--C_/� Date .2l U 1 0Z Y ­01­Z- No. Fee resTHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zfppltratfon for ;Di.5poga1 *pgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(/Abandon( ) /Complete System ❑Individual Components Location Address or Lot No. l 9 7-/�� Owner's Name,Address and Tel. o. Assessor's Map/Parcel q" r TO W-f el 16(WIV � Installer's 1jame,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder Other Type of Building COlyl /'7`v14�,No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow D gallons per day. Calculated daily flow 3r gallons. Plan Date 20 0 Number of sheets Revision Date Title Size of Septic Tank �J� O Type of S.A.S. S — ///9 �4�, c�it�i�/]`yq• � 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 by is o f H lth. Signed Date Application Approved 7 r Date Application Disapproved for the following reasons Permit No. Date Issuedd ..� 07 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 'VeS , p• , ,t PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS - 2ppfication for Mi.5pool *pgtem Construction Permit Application for a Permit to Construct( )Repair( )--Upgrade( )Abandon( ) M Complete System O Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. yc Assessor's Map/Parcel � lh?N kll l5 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder(A& Other Type of Building Co^kl'l 5*/`No.of Persons Showers( ) Cafeteria( ) Other Fixtures zz Design Flow ✓t9 gallons per day. Calculated daily flow 33-9 gallons. Plan Date -7,1?Z d/ Number of sheets Revision Date Title / 4� o,�, 5nogt 'r AosZ 11©,0/ Size of Septic Tank l Type of S.ArS. 5"� 1 9' 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 by . is 13o#of H alth. Signe . Date Application Approved ! 'l s, Date 7, Application Disapproved for the following reasons Permit No. od/_ Date Issued !:7, ,4 x --------------------———————————---------- -- - THE COMMONWEALTH OF MASSACHUSETTS �79�0�Z- BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERT�}FY, that the On- •te Sew ge Disposal System Constructed( )Repaired(' )Upgraded(�) Abandoned —b�' Cl at / 7 /F 1y /�4✓S�`d NS --f-11 115 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pe�ol !-'-�"� dated Installer Designer 11 The issuance of this permit ermit shall not be guarantee as a that the s s er will function sides�.�ned. Date " , -� �"' �f Inspecto �.e�1l Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migo$at *potem Con5tr/uction Permit Permission is hereby granted to Construct( )Re air( )Upgrade(V)Abandon( ) System located at y �r 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 thi permit. Date: 7 Q! Approved b ''_ �`c .ry,` 4 "s. �M'`. �"4' " k Jrn�+.'>�".•�,ch r.. S i `r`� �' � h- .""`�.��y lit• ..?' TOWN OF BA�RNSTABLE q LOCATION .105 RTC � l�i�l,�1)1" A:Z� SEWAGE # VILLAGE AaA91271I5 -10 ,115 ASSESS.OR'S MAP & LOT4 72? INSTALLER'S_NAME&PHONE NO. O/ �o1 C4dL 5�; SEPTIC TANK CAPACITY L)rtACHIN,rt FACILITlr :( ) ,_H7 . C,,�?..5. (size). 37. h NO:OR BEDROOMS BUILDER,OR.'OWNER � , I, P.ERMITDATE..:... 7,` ' .. ?�7COMPLIANCE DATE: Separation Distance Between the; Maximum Adjusted,GrouradwaterTable;'and Bottom-of Leaching:Facility Feet T Pnyate Water Supply We1T and..Leaclung.Facility,:(If any wells exist on&ie:or within200'feet of leaching.facility Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished bye - =n , 1 ve _ NOTES HAmBI,I11's LO S / 1. ALL EXTERIER PIPING TO BE PVC SCHEDULE 40 OR BETTER. 5. THE LOCATION OF UTILITIES SHOWN ON THE PLAN ARE APPROXIMATE. L�� ' / ORIV e OLD / ♦ ♦ 2. PRIOR TO CONSTRUCTION OF SEPTIC SYSTEM THE CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION \\ E W H A M B L I N S S P O N D ♦ SHALL OBTAIN A DISPOSAL WORKS CONSTRUCTION PERMIT OF ALL UNDERGROUND UTILITIES AND SHALL NOTIFY M/S /i p / o T/O PL CE DIG-SAFE. TELEPHNE. THE CABLE CO.. THE C.0.M.M. FROM THE TOWN OF BARNSTABLE BOARD OF HEALTH. 3. NO PART OF THE SEPTIC SYSTEM SHALL BE BACKFILLED WATER DISTRICT AND OTHER UTILITIES PRIOR TO EXCAVATION. UNTIL INSPECTED AND APPROVED BY THE TOWN OF BARNSTABLE 6. DURING INSTALLATION DISTRIBUTION BOX IS TO BE W , i o� LOVECL'S WATER TESTED TO INSURE THAT IT IS LEVEL. AT 00 ♦ ;'' HEALTH AGENT AND THE BARNSTABLE DPW - ENGINEER. 7• THE FIRST TWO FEET OF PIPE OUT OF THE DISTRIBUTION BOX Wq HfO�oGF l�� E R 4. THE DESIGN AND COMPONENTS OF THE SEPTIC ARE TO BE LEVEL. / ,N B. SEPTIC TANK AND DISTRIBUTION BOX SHALL BE ABLE TO o , � �--� ,,----"�' SYSTEMS .SHALL BE_ IN COMPLIANCE WITH THE STATE �Jt, �, � � , FOR Qq CAM t E D G E OF �,w WITHSTAND AN H-20 LOAD. OF MASSACHUSETTS SANITARY CODE TITLE V. AND i WITH THE TOWN OF BARNSTABLE BOARD OF HEALTH. o MAIN -------- - -- �o` ( RFFl so /CC _-- i/l /� AOND W -------- BRUSH AREA � � �' � �� F RO OE 28 p UPNO BEACH AREA ----------------------------------------------------------------------------------------------------------- + ---_ i _ O MANHOLE COVERS TO EXTEND TO 37.25 LONG ` -- " "'T P OF PROPOSED SLAB F I N I SH GRADE (TYP ) 9.0' WIDE LEBARON LK110 2.0 EFFECTIVE DEPTH - - - - G - A - - - � - ;%E V. =58.80 - - - - - - - - EXISTING GRADE '5 _ OR EQUAL. FINISHED GRADE _ _ - - - - - p, - LERARON LC 226 OR QUAL Pvc s- 0.01 2" PEASTONE TOPPING `v / 57.45 -4" PVC s= 0, 30"X30"X30" D.BOX _� 01 - - =4 P V, C - - S 0. _ o D.B. 9 of 57.3 Q - - - GR 56.76 - -- CAMP ENDS TO 56.82 IGAS BAFFLE „ - - 12' IREQ'D.6, M - 6' - - - 1/2 3�4 WASHED - - P OSi S STONE ALL AROUND. 6 CRUSHED STONE - -' -__-- - - 5 4.7 6 - E 0_ [] __------- 1 .500 GAL SEPTIC TANK (H-20) FOOTING CONC. 3' 31 .25' 3` - - 37.25' USE 5 HIGH CAPACITY INFILTRATORS ` - -- ----__',� O- :� ------ ----- ------ - _ ------------ (9' WIDE - 6.25' LONG - 1 .3 3' HIGH ) PROPOSED SEPTIC SYSTEM WITH 3 OF STONE AT SIDES, NO SCALE AND 3' OF STONES AT END, AND 14' OF STONE UNDERNEATH. TEST HOLE ol TEST HOLE 02 TEST HOLE 3 PERC TEST 1 ' ❑ ELEV. ELEV. ELEV. ELEV. �'�-- 0 58.4 0' 59.8 0• 61.4 0' 59.3 I _ A SANDY LOAM A LOAMY' SAND A SANDY LOAM 12' 57.4 12' 81. '1 ❑ --_' = --- 1 ❑ ❑ ❑ ❑ 24. B LOAMY SAND 56.4 12' B LOAMY SAND 60.4 ---.- C-1 COARSE SAND & C-1 MEDIUM SAND C-1 MEDIUM SAND - MEDIUM SAND - T P . #1 60 53.4 /0 84' 52.8 , 84 54.4 37' 56.2 NO WATER ENCOUNTERED 0`;, _�__�' �_ -_��\ �' - = PERC TEST -�, - ❑ C-2 MEDIUM SAND m \\It, �� ------ ` - ---- -- -- ----- -- --.- 132' 47.4 C-2 STAND BOTTOM OF HOLE - -� - R0,P`0SE'D RECONSTRUCTED c-z SAND �!�_ - ` j --.,-- _-- /-% PERC. RATE < 2 MIN./INCH - = C O/M F 0/R T STATION C-3 SAND TEST HOLES DUG 3/21/01. r= BOTTOM OF HOLE BOTTOM OF' SOIL EVALUATORi B. CELIA. BOHe G. HARRINGTON HOLE BOTTOM OF HOLE 144' 46.4 NO WATER ENCOUNTERED 132' 48.8 NO WATER ENCOUNTERED 144' 49.4 NO WATER ENCOUNTERED zll �- T #2 1 : 50 ' G-A"LL0'IV NK ' _ ----=- D -B O X r r = ° • - Q- DESIGN FLOW INFILTRATORS /off '. r ( TOTAL =S ) / m j ., ,; -�• ��. ;� ,� /�q � �� ,- DESIGN FLOW =330 G . P . D . B : •�� ; '/ • % -/'/ /� j' j��- ;/ ='' I ►VE '`S P K E S E/T 1 N; , U,4':P . 7,7 0/5' ell, SEPTIC TANK PRO Q P�R Y RCAPACITY REQUIRED SEPTIC TANK 4 ; �. ; T 2007. OF DESIGN FLOW j j =200 % X 330 G - P . D . =660 G A L 0 N S SE MINIMUM ALLOWABLE TANK =1 , 500 GALLONS . LLJi o '' i' ��`� Of SOIL ABSORPTION SYSTEM ( SAS ) 1 w USE 1 TRENCH WITH 5 HIGH CAPACITY INFILTRATORS ' It SURROUNDED BY 3 ' OF STONE ON SIDES AND ENDS �' i i %' ' � ' AND 14 OF 'STONE UNDER INFILTRATORS oic sAFE CAPACITY = ( 0 . 74 ) ( 37 . 25 ) ( 9 +2 +2 ) =358 GALLONS CD It l i' Qj ' ;' �/ ! / % > 330 GALLONS . I 1 v , / j l r wit I ( j / /, p J TOWN OF BARNSTABLE j J� r %' % / / •SHE TO / % /pQ �, ►T ° �ti DEPARTMENT OF PUBLIC WORKS - ENGINEERING DIVISION m / j j; ; ; , y VT 1-8�- 00 PL AN SHOWING PROPOSED I I + / 1 / l ' PieHr o►w BARNSTABLE, j / / PROPOSED CONTOURS �,p MASS. SEPTIC SYSTEM A T • � � i Q1 DRAWN BY: J.H.C. DATE: ✓UNE 20, ZOOI i ,1 , / ,' Zo i o 0 20 4o FEET o,� 1 39. HA MBL I N 'S POND li I /' MA� A� DESIGNED BY; R.A.B. SCALE. / =20' t, l / ' SCALE ' � ,-20� CHECKED BY: R.A.B. VILLAGE: MARSTONS M/LLS I N MA RS TONS MILLS 1 / / /`II l / FILE' SHEET 2.d9n ISHEET / OF /