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HomeMy WebLinkAbout0221 COTTONWOOD LANE - Health E2 - 0' tonwood Lane 160 r i .S)M ,w a�C°rkF[t. 125 34 34 �i r �15Xor, HASTINOi,YN 10 Pen Lane Centerville A = 193 207 S No. � Fee 5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zpprication for Mk;pogar 6petem Construction 3permit Application for a Permit to Construct( )Repair(x:�Upgrade( )Abandon( ) O Complete System RI Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 21 Cottonwood LLnn�. Alicia Gonsalves Assessor'sMap/Parcel Centerville C7�C Same Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Servic David Coughanowr. P.O. Box 1089 43 Triangle Circle Centerville, MA 02632 Sandwich MA 02563 Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder Wt? Other Type of Building Residential No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank rY,Ci%�a �CY`�` Z Type of S.A.S. 2 2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) We will install a Title-5 leaching system to the plans of David Coughanowr #EE-1221 dated 7/7/02. 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 nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is by oard of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. '3S t �_ Date Issued , r . No. Fee 50•00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �------ Yes <.. r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for nigpo.5al,*p!6tem Con5tructiou Permit Application for a Permit to Construct( )Repair(x;�Upgrade( )Abandon( ) O Complete System ©Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 21 Cottonwood Ln. Alicia Gonsalves Assessor'sMap/Parcel Centerville 9_,�Q Same Installer's Name,Address,and Tel.No, Designer's Name,Address and Tel.No. Wm. 6. Robinson Settic Servic David Coughanowr. P.O. Box 1099 43 Triangle Circle Centerville, MA 02632 Sandwich MA 02563 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A/4 Other Type of Building Residential No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 2" Description of Soil; ( Nature of R rs or Alterations(Answer when a plicable) We will install a Title-5 leaching sy� 'em to the plans of David Coughanowre EE-1221 dated 7/7/02. 1 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 nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ed by x '_ oard of Health. Signed Date Application Approved.by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS Gonsalves BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired XX )Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Service at 21 Cottonwood Ln. , Centerville has been cons t d in acc rdance with the provisions of Title 5 and the for Disposal System Construction Permit Noldba` a5(A dated C Installer Wm. E. Robinson Sr. Designer David Colig anowr The issuance of this Deonit shall not be construed as a guarantee that the systepwill fu.;ionn a.-s)d�esig bd. j Date ` /�. Inspector .-� U `��K �t �J � n No. y e s Fee 50.00 00 �-onsa ves THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 1wigpozar *pgtem Construction Permit Permission is hereby granted to Construct( )Repair jCX)Upgrade( )Abandon( ) Systemlocated at 21 Cottonwood Ln. , Centerville 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 permit.1�1 ("� Date: ? A, ��2 Approved by \l� -�'Ci`��\ � TOWN OF BARNSTABLE ,— LOCATION 21 Cry ft06J wnn 17 I Vq 14F—' SEWAGE # a60.;? ' A VILLAGE C6,0 1�2t/( i t 6- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. d24C>_6ASOOJ W(c . 77. —�774, SEPTIC TANK CAPACITY i .000 LEACHING FACHITY: (type) _ 09Y(IJ&d S (size). aZy- NO.OF BEDROOMS 3 BUILDER OR OWNER JnhrJ 'rt I r•C e'erer MW:5�ACe/GS PERMITDATE:.s 61,16 a- 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 Futnished by t r• 1 JI- ! r - h� � t FLOW PROFILE ° VENT PIPE ' TOP OF FOUNDATION RAISE COVERS TO WITHIN j EL - 44.80 +- 6 in OF FINAL GRADE ONE INSPECTION RISER FOR LEACHING GALLERY / \ ��Q�v 2" LAYER OF 1/8" /�' X- 1/2" STONE 3- DROP H-20 FLOW LINE TEE 7to - 14- H-20 48" GAS=� PRECAST 3/4'-I V4' BAFFLE yr✓ DRYWELL STONE NT 6 in BOTTOM OF 41.90 41.00+— STONE ` SOIL ABSORPTION EXISTNG EXISTNG BASE 37.63 LEACHING SYSTEM 41.25 EXISTING 37.80 GALLERY 41.25 G 37.25 EXISM1000 GALLON (END VIEW) 35.25 5.00 ft / EXISTING SEPTIC TANK 32.5 fr o) 5 fr 12.5 fr b) 14ft ESTIMATED Y 4, 30.20 ' SEASONAL HIGH GROUNDWATER r 48 m 46 44 e �m� II � :--� 42 W�� z D�o� C� cz.n = 3 O 1 D z I y r �;0 3 O \ Moo c�1 z O � ( ,4 a- ' O \ 'O0 c c�e�F TE�EPyoN� \� � o O C,j rn >r 0 0 \�� m r O oo 11 f 42: ~ �� 00 Z 831VM I Z � O � �ti M( � 3 -n y���� ^,m oN� m to z m 43HS w m ~ 3 m 3 cn C� 48 46 44 — D !1 Z9%bl — Z v O r22m= m A M ►-) U� I r z , Z c7Oi>H m C J C7 O 1""1-1 '�m E ` J N O �Zu)� — Z .� o �„ m n X rn I O -08 C',> U� � m > m �� m c� 0 Oo X ? Z tv cn u, M--4 n O m o Z m C � ~ ~ X ~ 0 ~ N) o0 oNN r > m OG� y �� ' I Z � x w m D r- x o A a o �� ' I I —r O A co C m � f— ' wow C) (n � lz 01 > 0 O Z n G) 9 E`p � �,�•, -< O �Ot� > T � O Z 0 S113S�a O d 8S2P .A = 3 m Z m m r.,j O 040 -� m < my z y r y " f'm� z fr- Z Z� \_ oN -� m r C) m o0o m 4 ' 3/��n m 3' S t .. SOIL TEST LOG D E SIG N CALCULATIONS DATE OF TEST: JULY 5, 2002 SOIL EVALUATOR: DAVID D. COUGHANOWR, IRS WITNESSED BY: WITNESS REQUIREMENT WAIVED DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD PERC TEST *: P-10266 NO GROUNDWATER SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS TEST PIT I PARENT MATERIAL: ENCOUNTERED ROGLACIALDOUTWASH PERC AT 74 in : 2 MIN/INCH IN C SOILS USE EXISTING 1000 GALLON SEPTIC TANK IF IS SOUND STRUCTURAL ELEVATION - 42.20 ;- - CONDITION. IF NOT, INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) DEPTH SOIL USDA SOIL SOL COLOR SOL OTHER DISTRIBUTION BOX: USE 3 OUTLET D-B 0 X, (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 0-24 FILL SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH 24-29 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE A 6 O t - ( 24 x 12.5 ) - 300 s f A s d w - ( 24 + 24 12.5 + 12.5 ) x 2 - 146 sf 29-56 Bw LOAMY SAND 0 YR 4/6 NONE FRIABLE A t o 1 - 446 s f 56-144 C MEDIUM SAND 10 YR 6/4 NONE LOOSE. 20% STONES V t 0.74 x 446 - 330.04 G P D USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.04 GPD > 330 GPD REQUIRED . LEACHING GALLERY CONSTRUCTION DETAIL DRYWELL UNIT STONE W-5"x 4'-10'x 2'-9' 2 N EFF, DEPTH NOTES 24.0 f i - 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN, EXISTING GRINDER TO BE REMOVED ` o _ ul 2) ALL LINES:._TO'�BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. N �r cli 3) ALL C.OMPONEiTgS<:INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS — _o OF MASSA:CHUS'ETjS TITLE 5 SEPTIC CODE (310 CMR 15) 4) INSTALLER TO VE§RbFY LOCATIONS OF ALL UNDERGROUND UTILITIES M BEFORE -EXCAVAT(NG FOR SYSTEM' 2.5' 8.5 2 fr 8.5' 2.5' 5) EXISTING. • EACH PIT TO BE PUMPED, FILLED, AND ABANDONED IN PLACE. 24.0 ft NOT 70 SCALE - 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 7) LINES EXITIN G 6-BOX TO RUN LEVEL FOR 2*-0" BEFORE PITCHING DOWN 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM, SEWAGE DISPOSAL SYSTEM PLAN 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL -TO SERVE EXISTING DWELLING STABLE BASE SIX INCHES OF TC USHED STONE COMPACTEDHAT HAS BEENMHAS BEEN PLACED TO MINIMIZE UNEVEN SE1TTLING JOHN AND ALICIA GONSALVES 12) SEPTIC TANK TO BE PUMPED DRY AND ALL SOLISD REMOVED AT TIME OF INSTALLATION, 21 COTTONWOOD LANE CENTERVILLE. MA ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-1221 JULY 7, 2002 2/2