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HomeMy WebLinkAbout0418 PITCHER'S WAY - Health v 420"Pitcher's W, Hyannis == 291 018001 r V I� Y� R Y �I TOWN OF BARNSTABLE LOCATION qZO YA-b--"►A U SEWAGE # 240a3 �J 9 VILLAGE ASSESSOR'S MAP & LOT 71 —If. � INSTALLER'S NAME&PHONE NO.. c�y SEPTIC TANK CAPACITY E �� LEACHING FACILITY: (type) (size) l3 ?z Z s� NO. OF BEDROOMS BUILDER O OWNE ✓��s" PERMITDATE: 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 fa ' 'ty) Feet i Furnished by f3h1 \ c* N� h' 4 No. �( 3 " _ i a . r Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .N1 Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZppYication for Migpogar 6pgtem Congtruction 3permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �� � Owner's Name,Address and Tel.No. l��c ,h Assessor's Map/Parcel C)4 1 /©!S--C� c ( , Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: ,,,.,r�1 Dwelling No.of Bedrooms Lot'Size ,,� sq.ft. Garbage Grinder(--�— Other Type of Building No.of Persons Showers( ) Cafeteria�) Other Fixtures Design Flow gallons per day. Calculated daily flow 0-1`� gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 15OU Type of S.A.S. oZ SooQ G?�bv--.5 Description of Soil Nature of Repairs or Alterations(Answer when applicable).A_)Q.w) 5A-<+V_ M 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 Board of4kalth. Signe - Date �Q ZZ 0-3Application Approved by _ Date b �3 Application Disapproved for the following reasons Permit No. qcn 3 ' 5 Date Issued -- X Af No. '�'' � /`� THE COMMONWEALTH OF MASSACHUSETTS Enured in computer: _�i �r r • l- � � Yes w N', F BARNSTABLE PUBLIC HEALTH DIVISION -TOWN O s MASSACHUSETTS 01ppYicatiori-for �Rjg dal *p!tem Construction Permit Application for a Permit to Construct )Repair( ')Upgrade( )Abandon( ) ❑Complete System El.Individual Components Location Address or Lot No �� 1C Owner's Name,Address and Tel.No. ` Assessor's Map/Parcel o�l S rY1 S t� / tG S �o� P� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: �11 Dwelling No.of Bedrooms c �L^oAize�,��DCCr-' sq.ft. Garbage Grinder(�— Other Type of Building No.of Persons Showers( ) Cafeteria(—) Other Fixtures Design Flow 30 gallons per day. Calculated daily flow gallons. Plan Date 41//D 1c 3 Number of sheets Revision Date Title Size of Septic Tank 1 ,500 Type of S.A.S. ca- S oGQ C}�bk ­5 Description of Soil AQ f r r Nature of Repairs or Alterations(Answer when applicable) P S ` V r f; 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 Board of ealth. - " t tg 03, Signed Date Application Approved by \ Date 4-1 b G 3 Application Disapproved for the following reasons Permit No. n�c7 3 159 Date Issued L1 Igo o 3 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( ;/-)Repaired ( )Upgraded( ) Abandoned( )by at 4l r` o P, \�e�s 11��_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated installer Designer The issuance of this perivit shall not be construed as a guarantee thatelffe syst fnw l action as designed. Dates 'Z, Inspector4 l �~ --------------------------------------- No. 3 I S l Fee /C THE-COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS lwiopoai *p5tem Con5tructton Vermtt Permission is hereby granted to Construct(Y)Repair( )Upgrade( )Abandon( ) 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. Provided:Construction must be completed within three years of the date f this pe `t. Date:_ `l I I I G Approved by� TOWN OF BARNSTABLE LOCATION qZ Q•\ tK-\--rs U3 tg!� SEWAGE # VILLAGE� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SkcVl-e di SEPTIC TANK CAPACITY . _ LEACHING FACILITY: (type) wy—it (size) NO. OF BEDROOMS BUILDER 0 OWNER / ��' ' PERMITDATE: 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 �Z— 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 f ty) Feet Furnished by l c �-1 t` if �Q e 1 1 TOWN OF BARNSTABLE LOCATION q� Q\" �� SEWAGE # VILLAGE ASSESSOR'S MAP & LOT 7-It. INSTALLER'S NAME-&.PHONE NO. SEPTIC TANK.CAPACITY k, CMD LEACHING FACILITY: (type) ct << (size) /3 ZS NO. OF BEDROOMS ` BUILDXR O OWNE ',,PERMIT DATE; 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 fa ty) Feet Furnished by �11rv' t Cb --_....-Z6 �- t leFcg Lit i'Z { — .S tib I' I Ica L STS o '0 Actt ss� ' 1 Fah 1 Pig SOIL VEST TOP OF FOUNDATION . 4 20FT..MINIMUM FROM CELLAR DATE OF SOIL TEST .3//28//03 ELEV. 100.00 10 FT.- MINIMUM 10 FT. MINIMUM FROM SLAB 4R CRAWL SPACE SOIL TEST DONE 6YRAIG CLEAN SAND WITNESSED BY ROBINSON 5, ASSUMED COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV.--1�8 s PERCOLATION RATE _ __.. MIN./INCH AT __.._ INCHES 4" SCHEDULE 40 PVC PIPE '; < 2 48-60" , MIN. PITCH 1/8" PER FT, LAYER" 2" LAY OF 2 LYE 1/ DEPTH HORIZ TEXTURE COLOR MOTT. OTHER " WASHED STONE e1Fv yq z f-n,� 0-18" - FILL NO �' 4" CAST IRON PIPE 6 MAX. (OR EQUAL) MINIMUM .PITCH 1/4" PER FT. ',.4AX z 18-24" A LOAMY SAND 10YR4 1 NO 24- t FLOW LINE f.Ev gG,2S a� 36" B LOAMY SAND 10YR4 4 NO - ' 36-- n MED COURSE - ELEV. - `���Q N. 000Ci0 ©CDE� O © Cl 144 C SAND 10YR6/6 NO o 0 LEV. = 94.7`�" " 0 LEVEL o ° 0 LD 0 ED'C3 17[3 0 0 o© ELEV. _ 710 BAFFLE ?4.20 6" SUMP ELEV. = 9G______ba a°° ° ° ELEV. _ ° 13ClED0013C) 00 ❑ 0 0 2' o s �,� worts- 3 DISTRIBUTION ELE . ° ° ° 00000000000 ° LIQUID OUTLET ° a° o ° a A ELEV. DEETH TEE (TO BE PLACED ON FIRM BASE) BOX ' 500 GALLON DRYWELLS WITH 4 FEET 14 INCHES TO BE WATER TESTED , 5 FEET 19 INCHES A IF MORE THAN ONE OUTLET ,' + STONE IN AN + NO WATER ENCOUNTERED AT _} ELEV. 7 FEET 29 INCHES 1 C00Tt�+G^�ON (TO BE PLACED ON FIRM BASE) J3 XZ•�X 2r TRENCH FORMATION z 7© WELL N A 8 FEET 34 INCHES SEPTIC r TANK 3/4" TO 1 1/2" CLEAN SOIL. ABSORPTION -��` IN EX y DOUBLE WASHED FREE OF FINES &5SILT E SYSTEM SAS ADJUST x DESIGN CALCULATIONS NUMBER OF BEDROOMS 3 USGS PROBABLE WATER TABLE ELEV. _!`` � GARBAGE DISPOSAL UNIT ' ' SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. _ _ TOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = 3 X.110 330 CAL,/DAY REQUIRED SEPTIC TANK CAPACITY L.Q-0 GAL. ACTUAL SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION DESIGN PERCOLATION RATE < MIN./IN. EFFLUENT LOADING RATE 74 GAL./DAY/S.F. LEACHING AREA SO. FT. (13- X 25A') + (2 X 93`) j LEACHING CAPACITY (AREA `X RATE) 3'3'2 GAL:/DAY 477x .74 I RESERVE LEACHING CAPACITY NIA GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E,P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO #-` WITHIN'6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDIN`; H--10 LOADING UNLESS THEY ARE UNDER OR 'WITHIN 10 FT. OF D' f OR PARKING AREAS, H-20 LOADING SHALL-BE USED UNDEF WITHIN 10 FT. OF DRIVES OR PARKING AREAS. x,97.4 0 4. ANY MASONI ;ITS USED TO BRING COVERS TO GRADE SHALL 1r 111 9 7.6 "' c� BE MORTARS ,a PLACE. 5. NO DETERMII Ti0N HAS,BEEN MADE AS TO COMPLIANCE WITH K ❑17, ` �- -- -- -- DIS08U71LW DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO t 218.82' 8OX OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. I 9� 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO ..- - --L:D'7`7 .._ '-(9B)- 98.8 � �` 99.8 CALL OWG-SAfE'. AT 1-888-344-7233 AT LEAST 72 tgXM AREA 22,047 f S.F. - .._ _ 2' PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL_AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION -- GRAVEL DRIVESAS IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER 7. � IMMEDIATELY. r O .� 8. PARCEL 15 IN FLOOD ZONE __ C -� 9. LOT IS SHOWN ON ASSESSORS MAP __291 AS PARCEL18-1 98.2 8.1 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, 6' _ ` 1y _ 6y 2- 8.5 _____r� AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: .(3) 9�\\ .2 �TER'�M BR' 5,0, r T ` (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPEtINVERT. , t / -�'`" a� 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND Pd Is r irvG, r�tiNh G!' �� �� Y � r.aO�w�y"``°� r. OR REMOVED � p ..girt< t^'G :, CRAIC SHORT w / " 98.5 ^,CIII ``;�`` t APP VED: OF HEALTH Z 00 7 98.7 98.5 o. 74 , � y 8.7 k { 10 3 `� 98.$ 98.8 i . 9b.8 s9.3 / ATE A EN T f� x 98.9 9 97.0 PROPOSED SEPTYC DESIGN + 196. / P / FOR 1 �. �' f �96.7 x 98.3 LOT 1, 420 'PITCHERS WAY STONE LOC. PILLAR BARNSTAB �S NNI 099.7 / -- - - `- - -96.5- -t95-58- -- - -- _ « 97.3 � x , 95.7 ERIN LN - E CRHG k SHDRl; P-R BIT-APHALT 235 GREAT WESTERN ROAD _ 1 - - - - -- - - - - LOuS 508- P. 0. BOX 1044 _ - --96.3- s5.4 6�� -� 398-8311 SOUTH DENNIS, MASS. 02660 STONE PILLAR DATE 4 J/ /� SCALE " _ 20' / RN REVISED JOB N0. 01 --0956 '/ A ` u 9 796.0 REVISED LOCATION MAP [SHEET 1 OF 1 Fs-19 3 a 58 PRO , 2426- -00 dw 2426-00.OWG C 2002,CRAIG R. SHORT, P,E.