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HomeMy WebLinkAbout0337 CASTLEWOOD CIRCLE - Health 337 Castlewood Circle Hyannis A = 273 043 a r M TOWN OF BARNNSTABLE L6,gATION 337 e14Sf I f'w 0 ®cQ SEWAGE # Od 3 — ( 4 VITj ,AGE ILiA.n t's l ASSESSOR'S MAP & LOT 2 7 3 —QY 3 INSTALLER'S NAME&PHONE NO. �a�"e 1'ro }:X �' SEPTIC TANK CAPACITY �So LEACHING FACILITY: (type) '� N��if�'t�°R�o�=S' (size) �NO. OF BEDROO BUILDER 0 A- S PERMITDATE: Z�/�'/O-� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �' 0'01'� 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 Gt.-,iur fz5 a Aq, -4- _ n B Gl � C!3 0 f � � t ASSESSOR'S MAP NO.� PARCEL ®t(�R LOCATION SEWAGE PERMIT NO. ��3� C +-A5` vvoco C>izc j Vi'FLLAGE NAME ADDRESS BUILDER OR OWNER �I Cv aZ N c j M(4 X\1 DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �i G o C' v! �u � I I •_ e I I r, I t � t f • � pI I � I I ;,- I t I I I I . i I I � j i µ � • • f I � � k I � �' � I I � 4 No.� 6 ► Feed THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � (�" ' es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Oizpogar *p5tem Cottgtruction Permit Application fora a to Construct( Rpm) Upgrade( )Abandon( ) O Complete System ❑Individual Components Location AZ!�; vza, h Owner's Name,Address and Tel.No. . 2 7 1wr►�� Assessor's c ��n�S �. Installer's 7r,Address,and Tel. o. aq$ Designer's Name,Address and Tel.No.13olr �'�+'1L�bt. �',,✓��`�'S j�� Ads tG�'-1 . Type of Building: Dwelling No.of Bedrooms 3 Lot Size 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 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank /Sa Type of S.A.S. Description of Soil rII A Nature of Repairs or Alterations(Answer when applicable) 1 t, Date last inspected: Agreement: —.___-- The undersigned agrees to en ure the cons n an maintenance of the afore described on-site sewage disposal system in accordance with the provisions o itl ronme d not to place the system in operation until a Certifi- cate of Compliance has been issued b ar d of H Sign 1 ! Date Application Approved by e Date Application Disapproved for the following reas Permit No._�� U 0 1, -- Date Issued U No.l a 34 \, (/>� Feed/ , 11�x THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: 'fes PUBLIC_HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 4 E A 1pplication for Oiopaar *psstem Congtruction Permit Application for a Permit to Construct( . Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components 1-•) P r n/� Location Address or Lot No. r2 ac 33Owner's Name,Address and Tel.No. Y,r ac As rrs n p/Parce i Installer's Name,Address,and Tel.No. O —5,1S—fS/4 Designer's Name,Address and Tel.No. / v �3o�tl�o �Xr��-..atr©y, ,�',,✓e e`1�s� ��n� �y� 5d t AJOV Type of Building: - Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixturesi Design Flow 3—3 O gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank ,l.Sl1 0 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) J-1 . i -- v 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,C-dde and not to place the system in operation until a Certifi- cate of Compliance has been issued by�tf WR66 of Healthy Signed.----''(11�\_ f/ //i � Date Application Approved by 1 '-1 ��� /✓ ,-, /�n ;/Date Application Disapproved for the following reasons, i Permit No. Q 6 it _k i irti Date Issued 1 -?I i � ) ---------------- --------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE 1TIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned at ; .3 2,2 el d1r w .I has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ,l )Z- W dated I-)- 1 0 i)3 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system wild°functionnas designed. t Date 1 1 10 It,� Inspector�K!_��) n'J . /1V 9 k ^ !J ------------------------- No. Fee r / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS -Mi5pogal *p5tem Construction Permit Permission is hereby granted to Constructs( )Repair(� )Upgrade( ) ban n System located at JA -1,4 7 t� C', _LC, �. , 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 nustt 7be completed within three years of the date of thi p rmit/,, Date: // h Approved by /v TOWN OF BARNNSTABLE LOCATION 3 37 �r9Sf l e w ra c� SEWAGE # � VILLAGE ant` ASSESSOR'S MAP & LOT —® J INSTALLER'S NAME&PHONE NO. � �^o `��m�E •9�/ SEPTIC TANK CAPACITY��� LEACHING FACILITY: (type) 7, ` (size) NO.OF BEDROO 'n BUILDER O 1 - D COMPLIANCE DATE: / PERMITDATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility AAA0`0" 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 within 300 feet of leaching facility) Furnished by .y V t �n 1 SD o 5elpliC Py -0 T,4itK t �}ecesS .1 STY I t 771, B- m- IMARK 2 SOIL' TEST TOP OF FOUNDATION O FT. MINIMUM FROM CELLAR �10 ,FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE. OF SOIL TEST ELEV. - 9100.00 10 FT.;MINIMUM CLEAN SAND SOIL "VEST DONE BY aW..EE.I ..ENONEE.RltLG (ASSUMED) CONCRETE WITNESSED BY _ COVERS " INSPECTION PORT 4 SCHEDULE 40 PVC PIPE LOAM AND SEED OR"VA110N H� � ELEV.- 99,30 PERCOLATION" ERCOLATION RATE ,..._<__2..._.. MIN.,A' N'CH AT',.�.36 INCHES \ MIN. PITCH 1/8"..PER FT. 2" LAYER OF 1/8" TO 1/2" DEPTHI HORIZ TEXTURE LOR MOTT. OTHER » � WASHED STONE 4 CAST IRON PIPE 99.77 MAX. VENT 0-�6 Ap LOAMY SAND 10YR4/1 N'0 ROOTS 350 97.52 LON. NOT REQUIRED (OR EQUAL) MINIMUM �,i PITCH 1/4 PER FT. z LEGEND: B -22 B LOAMY SAND 10YR7/6 ROOTS EXISTING SPOT ELEVATION xO.O FLOW LINE j'j EXISTING CONTOUR - µ-00�--�-- 22-132 . . C MEDIUM SAND 2.5Y7/4 20% GRAVELS ELEV. �7�06_ " 'FINAL SPOT ELEVATION '"'TMIN. z�0., o O _ ° flFINAL CONTOUR F LEV. $$.50 LEVEL a 10" SOIL TEST LOCATION ELEV. � _ GAS ELEV. ffi 9a�39 6" SUMP -ELEV. - _96.27_ -• n ..: =; ,.IM_', ELEV. ^95.44 UTILITY POLE �LLs BAFFLE r -ry TOWN WATER WW DISTRIBUTION ION ELEV. ffi CATCH BASIN kQ LIQUID OUTLET 4 HIGH CAPACITY INFILTRATORS WITH GAS LIFE c G " DEPTH TEE (TO BE PLACED ON FIRM BASE) BOX -90,2Z_ STONE IN AN CESSPOOL L.:� 4 FEET 14 INCHES TO BE WATER TESTED 2 .14 CLEANOUT -----ram'CO. 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 11 X 36 X 10 TRENCH FORMATION _ 6 FEET 24 INCHES 1500 GALLON t �p ,! WELL N A NO WATER ENCOUNTERED AT ELEV. BB_3 .. 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION 8 FEET 34 INCHES SEPTIC TANK ZONE 3/4" TO 1 1/2" CLEAN SYSTEM (SAS) INDEX DOUBLE WASHED STONE ADJUST FREE OF FINES & SILT DESIGN CALCULA11ONS MS SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED UWATER SGS RTABLE ( /WATER /TABLE) ELEV. GARBAGE ELEV. NUMBER bDISPOSAL°UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - $ .3Q_ TOTAL ESTIMATED FLOW 110 GAL.'/BR./bAY X ...3 SR.) _ GAL./DAY REQUIRED SEPTIC TANK CAPACITY .14 i GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE Ste__ MIN./IN. EFFLUENT LOADING RATE J-4 GAL./DAY/S.F. LEACHING AREA 4 .33 SO. FT. (11 X36)+(47X2X10/12) LEACHING CAPACITY (AREA X RATE) MM GAL./DAY 474.33 X 0.74 RESERVE LEACHING CAPACITY ,xQl-E- GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR THE - SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. -" 97 5 C�STL 3. ALI. COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF x' •3�. - �DU WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE .. 9S. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 9 16 V�0 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE 96.4 MORTARED IN PLACE. 99.1 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH L01 I15 �(98 "`�... DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 9,027 f S.F. ! J� \ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ' 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION 8.1 CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL 99.6 AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. (� ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. V 8. PARCEL IS IN FLOOD ZONE - _ C 9. LOT IS SHOWN ON ASSESSORS MAP _,2a_._ AS PARCEL 10. EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED. Q �y `4 O K 99.9 ;; ✓ EX3 nNG DKSLLIIV � yt 4 r h ._ BEDROOMS G . J 99.8` T. A. � 99,15 99.6 MAPPRO L TH Cj OECK G..Y T a ' .TAR SOIL - J �,, 150o GALLON �► DATE AGENT TEST is SEPTIC TANK f r PROPOSED SEPTIC DESIGN Q 99.3 , FOR D A I,�EWIS D. BOX 36'4p V LOC. SS i CIRCLE 100.3 99.3 O LOClJS t"� B TABLE, S. x 99.1 SN. !v �-c H YAN N I s 5 GREAT MG ROAD 50$- . SOUTH OD BONlS71MASS. 398--3922 02660 DATE OCT. 21 , 2003 SCALE 1 ,, 20' 28 REVISED J0B NO. 5 2O OO LOCATION MAP REVISED SHEET 1 OF } C.• S8 PRDJ 5820-00 dw 5820-SAS.DWG 02003 SWEETSER ENGINEERING