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HomeMy WebLinkAbout0062 LIBERTY LANE - Health W Liberty Lane Marstons Mills. I i ii TOWN OF BARNSTABLE E O ✓ LOCATION to a Z o dIy y> 16j. SEWAGE # ,200.2 — 0 21 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ` _0 ,/log) Y.28^9 5 7S SEPTIC TANK CAPACITY 15-002 LEACHING FACILITY: (type) (size) 13.a x 2 3.s,(a NO.OF BEDROOMS f BUILDER OR OWNER a� .fy 91, PERMIT DATE: COMPLIANCE DATE: I 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 r 13 J3 Ia, k l b f i�1 30 y 35;�: roe �°en�elr orf Le++t'1 70 71 • r No. 200 021 THE COMMONWEALTH OF MASSACHUSETTS FEE )d J BOA OF .HEALTH �� /` OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct 9 Repair ( ) Upgrade ( ) Abandon ( ) - omplete System ❑Individual Components• Locatio , Owner's Name 4- ' V Map/Parcel# Address Lot# lephone# Installer's Name I Designe s ame Address Address Telephone# Telephone# Type of Building: Lot Size (a 11C frs S+4--Ut Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow min.re wired) ✓ gpd Calculated design flow—LHogpd Design flow provided 163gpd Pla . Date Number of sheets 1 Revision Date Titl Descripti of Soil(s)C�=2 " ��s� S�u" G{C_ea G�10.ve-Q Soil Evaluator Form No. Name of Soil Evaluator' Date of Evavlaqon DESCRIPTION OF REPAIRS OR ALTERATIONS 3-50 - .. 'A The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and 4 eragrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 1'1 11' 0 v2 Ins o - G3- FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ;e{cxM, .�., ` �, N.� .y' ry �ry��.�,,.-r,Yh�'".w•'"+•P•: fir'. t�5�!'}1.,:,... .,e"a'�+E�`M iFo-»'C'1wn"✓ -.�,r>r...`- v"�S-i!'t«.r:�:...__ . . - �.�j No. . THE COMMON,WALwT y' F MASSACHUSETTS FEE �Uv B10ARP O F I H E A LT H / / ✓ v OF °w APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ` Application for a Permit to-Construct Repair (; ) Upgrade� ) Abandon ( �)" �'��fiyiplet'?f fern ❑Individual Components Local' Owner's Name Map/Parcel# Address Lot#' L elephone# C. Q2 1r t Installer's Name Designe's ame Address Address Telephone# Telephone# Type of Building: Lot Size .�ps-QC�'NISq-fit 1 Dwelling—No.of Bedrooms H1, Garbage Grinder ( ) ,=` J`1 Other—Type of Building No.of persons Showers �(:�f);'..Cafeteria ( ) Other•fixtures Design Flow min.required) 65 gpd Calculated design flow gpd Design flow provided 93gpd Plan: Date '% 'U Number of sheets Revision Date Title 1 s Descripti ofSoil(s)O=� 4 Ic�raA� Shebsc�► Z� -� 4 ( lQe�. �. �ac-e-0 61 qj� '3 Soil Evaluator Form No. Name of Soil Evaluator Date of Eva o a n to C� I DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and er agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. f y Signed Date Z` ©; i j InSA o s • FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ,1 ?' ra; i No. )A Z-V THE COMMONWEALTH OF MASSACHUSETTS FEE wd BOARD OF HEALTH CERTIFICATE OF COMPLIANCE t Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System; onstructed( ),Repaired( ),Upgraded( ),Abandoned( ) by- at has been installed in a ordance with the provisions of 3 0 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. )009-02 1dated ! 4 Approved Design Flow (gpd) Installer Designer: Inspector Date Z-- The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 l No. U(��-0.2 THE COMMONWEALTH OF MASSACHUSETTS FEE loo BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is here.y granted to Construct) Repair ( �) Upgrade ( ) Abandon ( ) an individual sewage disposal system at 10 d `� r �i ` ^� M. � f as described in the application for Disposal System Construction Permit No. OU?-02,1 dated �/2 Provided: Construction shall be completed within three years of the date of this permit.Al local cond'tio s must be meta P Date �t'�/a rP.t Board of Health ^� FORM 2 - DSCP DEP APPROVED FORM 5/96 i— FORM 1255 (REV 5/96) H&W HOBBS&WARREN T". PUBLISHERS- BOSTON ti a r. TOWN OF BARNSTABLE Ec LOCATION G L"k-fl> Zl, SEWAGE #' o2O0�,2 - O;2I VILLAGE ASSESSOR'S MAP & LOT �i "00N''uo7 INSTALLER'S NkAE&PHONE NO. /Ow #0 s 5PO y®2 F SEPTIC TANK CAPACITY' LEACHING FACILITY: (type) e-4-116prf (size) NO. OF BEDROOMS BUILDER OR OWNER , • .ly 1�l1 PERMTTDATE: COMPLIANCE DATE: U l 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 l within 300 feet of leaching facility) Feet I Furnished by i A 13 s00'K A 13 T n a"t/{f ' 3 70 71 SYSTEM PROFILE TOP OF NOT TO SCALE FOUNDATION I FNISH GRADE EL. 74.5 7 FINISH GRADE OVER FINISEL. H GRADE OVER SEPTIC TANK 73.5 DISTRIBUTION BOX 74.2 0o FINISH GRADE ` � OVER TRENCHES 74.5 —RISERST0 611 _ _ _- -�OF FINISH GRADE %a I c r r o' PRECAST CONCRETE 3"MIN. RISERS TO 6" b 500 GALLON DRYWELLS MIN.SLOPE 1% OF FINISH GRADE OUTLET PIPE(S) LEVEL H-10 REINFORCED LOADING 13. �FL FOR 2'( MIN.1% SLOPIE _ 6" --° MIN.SLOPE 1% 0 9. BEYOND) TRENCH LENGTH — 33'-611 MIN. DRYWELL LENGTH = 8'-6" L72.50:] ,= 13"MIN. 14" O72.20 F6- UMPMIN. aul < PVC OR CAST IRON TEES y 71.95 71.31 ° T f t v O10 f 71.14 a,� .� .� -,. ,, , 1•r GAS BAFFLE DISTRIBUTION BOX .0 1500 GALLON W ,�. MINIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2" DOUBLE OUTLET INVERTS 2" BELOW INLET INVERT 3/4"- 1-1f2" DOUBLE , PRECAST CONCRETE MINIMUM CONCRETE WALL THICKNESS 2" STONE D CRUSHED 6 8' WASHED CRUSHED 4 \ o- _oELEV. 67.0 INSTALL ON COMPACTED LEVEL BASE STONE BSMT.FLR. o:_' =�� 'y H-10 REINFORCED � J o, NO GROUNDWATER BOTTOM TH EL.62.5 cl ,, Ih' :'YO• I. 1. �. 'h 1, 1 °/. 1 � i `ff',1• lc'j d O � .'/ o '® ', 0 f '1�� ,,DyO , 'fQf,p.,ji '''., TRENCH SECTION SEPTIC TANK NOTE: EXCAVATE TO=C= STRATUM IN ORDER TO REMOVE ALL =A= &=B= IMPERVOUS MATERIAL INSTALL ON COMPACTED LEVEL BASE WITHIN 5'OF THE SAS. REPLACE WITH CLEAN, „ 9 MIN. . CLAY-FREE SAND 3" OF 1/8"- 1/2" Fd�Shubae �¢Q °eTei :° �� , 4" DIAM. 36" MAX. DOUBLE WASHED � = Pond"J1``P,Q° �`hF� _L _ PEASTONE .1 '� un� GENERAL NOTES: \van l c m se�Rtl...fs �., ,1 s' :1 �,�•_'1 sp., n 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED of 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON sa dy bye P3ph4 N°\W - - ,.f �,. o;f �fo,of_ � � 3/4"- 1-1/2" DOUBLE ' OR SCHEDULE 40 PVC. 48 5'-2" 1 WASHED CRUSHED ►d �a N `' Pp55 n-re°�� 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING STONE MUST BE NOTIFIED WHEN CONSTRUCTION IS TRENCH WIDTH s� G QQ COMPLETE PRIOR TO BACKFILLING. 13'-211 � • 4.ANY CHANGES IN THIS PLAN MUST BE APPROVED NUMBER OF TRENCHES 1 Q 5'ye a BY CAPE & ISLANDS ENGINEERING AND THE BOARD ` z . ' " NUMBER OF DRYWELLS 3 c° o �f5 `� 5. MATERIALS AND INSTALLATION SHALL BE IN OBSERVATION PIT Cam � �° OF HEALTH. cy' Hob, si,.`' f S�q� Tess `'/-a�c;Nathan I / s w °,s COMPLIANCE WITH THE STATE SANITARY CODE PERCOI-ATION RATE: < 2 MIN./IN p <._ �Ueo �c°`' ,'.= wo =.:I \ .Anlfl r?r'nl..nnrs !!+ Ir rg. o -•n . :. . _ l . L _ _ �. _ TITLE �„z�w LOCAL Ti. ' f ail Doti r a _.7�o���_._s k�l LI�ABL RULES r�ivG vss �;CJ�EU bY. t i3AKK 3g .REGULATIONS. / - 4.00, BARNSTABLE BOARD OF HEALTH 6. NORTH ARROW IS FROM RECORD PLANS AND IS DATE: DUNE 5,1994 �_ / NOT INTENDED FOR SOLAR ENERGY PURPOSES. P-8219 LOT 1 / / I / �, 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. EL.74.5 ' l '\ 1 / VFGFTAT 8. FLOOD ZONE C 0" DESIGN DATA 1 .65 ACRES,, , , , Fo4) STRIP T �4- ORFM-4/N LOAM &SUBSOIL NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL NO 24° DAILY FLOW 440 GPD. j / I I , , , SEPTIC TANK REQUIRED 1500 GAL. SEPTIC TANK PROVIDED 1500 GAL. o _ _ _ `�-� -pC6 LEACHING REQUIRED .440 GPD. 62 SOIL ABSORPTION SYSTEM CALCULATIONS: MEDIUM SAND i f TRACES OF GRAVEL SIDEWALL AREA = 186 SF. 8.00' 12�00 / .�' Q 186 SF. X .74 G/SF. = 137 GPD. 32' 000 1\ \ \ I \ �� _60 / / J�Q BOTTOM AREA= 441 SF. . I o \ \ / �� 14411 NO GROUNDWATER 441 SF. X 0.74 G/SF. = 326 GPD. I I 1 0 �� I \ �, \ / LEGEND EL.62.5 LEACHING PROVIDED = 463 GPD. o I o moo ` I `� \ o�° ,� 52 PROPOSED CONTOURco SINGLE FAMILY RESIDENCE CN I\ I- - - --- \ —�24' � i � ---52--- EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM OBSERVATION PIT PREPARED FOR co \ � ( ❑ DISTRIBUTION BOX `4 PADGETT BUILDERS o 0 o SEPTIC TANK �s LOT 1 LIBERTY LANE MARSTONS MILLS,MASS. SOIL ABSORPTION SYSTEM PLAN NO. 090501 I SCALE:AS NOTED \ 251.00'� c`�O / // / // RESERVE RESERVE AREA ' , �r� FILE NO. 370BA DATE: SEPT.5,2001 SEPTIC FILE NO. 70 I PCS FILE: LIBERTYLANE PIPE INVERT ELEVATION PLOT PLAN \I / i/ i �l z z z � F' CAPE & ISLANDS ENGINEERING SCALE: 1" = 30' 4-7 0 0 0 ° �, n� �;rr ' i 124 1 �, �, �, �. 800 FALMOUTH ROAD, SUITE 301C > > > "'� �" MASHPEE MA 02649 (508)4,77-7272 MAP SEC PCL LOT HSE ,