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HomeMy WebLinkAbout0141 PINE TREE DRIVE - Health 141 Pine Tree Drive Centerville A = 208 030 os'.&WO UPC 12534 No.2153 OR '4r IASTINQQ.YN TOWN OF BARNSTABLE � LOCATION I Tg% 9111 VZ SEWAGE # 2003' JV,5 VILI;AGE ASSESSOR'S MAP & LOT Z .3D `,INSTALLER'S NAME&PHONE NO. J-0E-y20-V738 Ja.3el� 9,Ve V5 SEPTIC TANK CAPACITY 1000 LEACHING FACILITY: (type) sDo��� ir�shd/�!� (size) e/,� X /3 G NO. OF BEDROOMS z/ BUILDER OR OWNER En41*r0 - 12�1fG015R PE_RMITDATE: COMPLIANCE DATE: l/—.� r 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 � rz/ C5 Frog No. 2 U 0 —S 3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computed✓ ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 3ppricatton for Bigpogal bpotem Con5tructiou Permit Application for a Permit to Construct( air( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. AihF On Owner's Name,Addrps,and Tel No Assessor's Map/Parcel , Installer's Name Ad ss,and Tel.No.,rQ8—S/4f O^Q73? Designer's Name,Address and Tel.No. Pw prD S / sn.,_ 6/ 1)rpe of Building: 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 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil, Nature of Repairs or Alterations(Answer hen applicable) Z�'Sjs¢ .5'f0 B I!Le f 4fF/wGGr 5' S'ro"ir /9ryyo 2', 6r"� s�'O ,y 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 this B f Signed Board Date Application Approved by Date b ? D_1 Application Disapproved for the following reasons Permit No. 0 3 —23 Date Issued d b _ .. U 0 Fee THE COMMON E`f OF MASSACHUSET rs Entered in computer: "mot Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2pprication for Migpo 'At *pgtem Congtruction Permit Application for a Permit to Construct(L)•R p( )Upgrade( )Abandon( ) O Complete System 0 Individual Components Location Address or Lot No./L// ��;-�/_ �� t//' Owner's Name,Addre s,and Tel.No. Assessor's Map/Parcel G ,yT,�I"V///�= 4'U41#1-V ��- o = ���_ /fir. t- ✓///�- Installer's Name,Address,and Tel.No.Spa-yz 0 q7%? Designer's Name,Address and Tel.No. C�f�tr�©�/ �i/ .ssys-r r cif Awl "�`'TIh S N i��`S / 1 I"L"14)-,--: MI'Aal/f yd ea /Xd, Type of Building: Dwelling No.of Bedrooms 9 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 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer phen applicable) r-, ,;y /� y- 5�4 a eLil G -., L,tr�/�� y� S',Y'0!7/� .t�s^�U,rar '�" �/=.�' S'T�•}a/= 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 this Board of Health. Signed Date �r Application Approved by C Date /o ?1 0 ' 4 Application Disapproved for the following reasons Permit No. 2 bn 3 —S0 3 Date Issued /d/r --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-si a Sewage Disposal;System Constructed( Z+Repaired( )Upgraded( ) Abandoned( )by �/1<sf�� & � .�e.t arA�4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a 00? S.?_3_ dated / D 1,2 19/0 S Installer 1��si� s4vs�t�S Designer - ,►��'_" /�' The issuance of this permit shall not be construed as a guarantee that the system wirl fu Won as esign <--� Date h? Inspector / - --------------------------------------- No.v o �°?? Fee SU THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS r Migpogal bpotem Congtruction permit Permission is hereby granted to Construct( •R p i( )Upgrade( )Abandon( ) System located at lb 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:Constructi.n must be completed within three years,of the date of pe Date: / 0 Approved by / y TOWN OF BARNSTABLEL 1 LOCATION /511 101r1F SEWAGE # -:2do3- S2� VILLAGE !�Fl�tl/�"t//1�� ASSESSOR'S MAP & LOT ,Z,,1 - 1 . INSTALLER'S NAME&PHONE NO. _-fOE- &gNl,-�Z7_S SEPTIC TANK CAPACITY 100 LEACHING FACILITY: (type) y SWL��/, ��ii� bli (size) X /3,G NO. OF BEDROOMS BUILDER OR OWNER o 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 leachin facility) Feet Furnished by +� a vald 4 e QO M M • FORM 11 —SOIL EVALUATOR FORM z Page 1 of 3 1 No. Date: 6/19/2002 Commonwealth of Massachusetts Centerville, Massachusetts Soil Suitability Assessment for On-site Sewafe Disposal Performed By: Jorge De Sousa Witnessed By: Sam White, Barnstable B.O.H. Date: 6/19/2002 Location Address or Owner's Name,Address, Lot# and Telephone# 141 Pine Tree Dr. Cannon Engineering New construction [ ] Repair [X] Office Review Published Soil Survey Available: No [X] Yes [ ] Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geological report Available: No [X] Yes [ ] Year Published Publication Scale Geologic Material (Map Unit) Landform: Flood Insurance Rate Map: 250001 0005 C August 19, 1985 Above 500 year flood boundary No [ ] Yes [X] Within 500 year flood boundary No [X] Yes [ ] Within 100 year flood boundary No [X] Yes [ ] Wetland Area: National Wetland Inventory Map (map unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions(USGS)Month: May 2003 Range: Above Normal [ ] Normal [X] Below Normal [ ] Other References Reviewed: DEP APPROVED FORM•12/07/95 FORM 11 —SOIL EVALUATOR FORM Location Address or Lot No. 141 Pine Tree Dr. On-site Review Deep Hole Number: 1 Date: 6/19/2003 Time: 11:00 Weather: Cloudy 70' Location(identify on site plan)see attached sketch Land Use: Residential Slope(%): 2-3% Surface Stones: Vegetation: Landform: Position on landscape(sketch on the back) Distances from: Open Water Body>100 feet Drainage way feet Possible Wet Area>100 feet Property Line>10 feet Drinking Water Well>100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Muncell) Mottling Structure, Stones,Boulders, Consistency,% Gravel) 0-8 A Sandy Loam 10YR3/3 friable, massive throughout 8-25 B Sandy Loam 10YR4/6 25-43 10YR4/6 Cl Coarse Sand 43-120 C2 Stratified 2.5YR5/4 Layers of Fine-Coarse Sand 'MINIMUM OF 2 H80LES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic): Proglacial Outwash Depth to Bedrock: > 120" Depth to Groundwater: Standing Water in the Hole: LWeeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPPROVED FORM-I 2/07/95 I -441 r� r� I r II I� � ( K��C � G� . FORM 12—PERCOLATION TEST Location Address of Lot No. 141 Pine Tree Dr. COMMONWEALTH OF MASSACHUSETTS Centerville, Massachusetts Percolation Test* Date: 6/19/2003 Time: 11:15 Observation Hole# 1 Depth of Perc Start Pre-soak 51 11:15 End Pre-soak Time at 12" Time at 9" Time at 6" 24 aV15 min. Time(9"-6") 4 min. Rate Min./Inch <2 min./in. • Minimum of 1 percolation test must be performed in both the primary area and reserve area. Site Passed [X] Site Failed [ ] Performed By: Jorge De Sousa Witnessed By: Sam White.Barnstable B O K Comments: la DEP APPROVED FORM-12/07/95 FORM I I — SOIL EVALUATOR FORK Page 3 of 3 Location Address or Lot No. 141 Pine Tree Dr. Determination for Seasonal High Water Table Method Used; [ ] Depth observed standing in observation hole inches [ ] Depth weeping from side of observation hole inches [ ] Depth to soil mottles inches [ ] Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level: 120" (bottom of test pit) 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?Yes If not, what is the depth of naturally occurring pervious material -Certification I certify that on 4/16/2002 (date)I have passed the soil evaluator examinatio n 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 Date 3 DEP APPROVED FORM•12/07/95 TOWN OF BARNSTABLE LOCA.;T10N �' �1 �t N .e '�`..�e-� I-..�J, SEWAGE # VI .LAGS Ca�Ae4- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO� TUvy �c,�iz _01 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) ow 4tesov-S. (size) NO. OF BEDROOMS 7�- PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED- VARIANCE GRANTED: Yes No 0 Cy t �e 0 N Fins + THE COMMONWEA TH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliration for Dispaoul Marks Tunstrnrtiun ramit Application is her made for Permit to Construct ( ) or Repair ( ) an Irkividual Sewage Disposal System at Location dregs o Lot r eDk-16c ..�_.... �. .....- �Ownner e l7nn"`� ddiress . (�7,V. ........ .....(� Installer Address d Type of Building Size Lot............................Sq. feet U DwellingNo. of Bedrooms............................................Ex Expansion Attic — p ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons-_---______-------- _______ Showers ( ) — Cafeteria ( ) 0 Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity..........._gallons Length................ Width................ Diameter-_._-__..____--- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--_---------------- Diameter.................... Depth below inlet.................... Total leaching area_...............sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water--_________-_-_------__- 44 Test Pit No. 2................minutes per inch Depth of.Test Pit...:................ Depth to ground water........................ P4 SCLIV ------•--- ---x Description of Soil......... .. V --------------------- •--------- •--•--------- •-------------------------------------- •-•--------------------------------- •----------------------------------- UW ---•--•-•-------------------•-----......--•---..._...------..........--•-•--------------•-••------------•----•------------------••-- ------•-------•- Nature of Repa' or Alterat s— wer when applicable_..............�� _ ._....._ S ` ----------- �. __.._._.._____. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Com i ce h s been issue by the board o health. Q _ s Signed . -...��-�1� ............ ". ............ ....7--........,-�---~�a. Date Application Approved BY �..s ^^-•. (� .'.-a1:o...-C-z Date Application Disapproved for the following reasons- ------ ---------------- --------------------------------............................................................------- ----------------------------------- -------------------------------------------------•---.......-------- ...----...--------------- --------------------...------.--------------------------- ........................................ Permit No. ....... '�.. .....--.. ..-Y.d..................... Issued ......... a_o.-^....z............... N0 l-r- -----`l O (FEB l THE COMMONWEA TH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tonstructuatt rrmd Application is here made for Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at• 9 ................-_ �' -•........... -- ..... r D +�. ... ........04.1 Location toAddress f—� -or Lot PI C W \ nj N��pn v� � 1 V(�^ \r )�'i ` less _ --tk'o' PCQ `" Installer Address Type of Building Size Lot----------------------------Sq. feet V Dwelling No. of Bedrooms--------------------------------------------Ex anion Attic � g— p ( ) Garbage Grinder ( ) aOther—Type of,Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) POther fixtures -------------------------------•---------------•--------•-------------------------------------------------------------------------------------------- W Design Flow--------------------------------------------gallons per person per day. Total daily flow--------------------------------------------gallons. WSeptic Tank—Liquid-capacity.._..__..._.gallons Length---------------- Width................ Diameter---------------- Depth-----__-------_- x Disposal Trench—No_____________________ Width.................... Total Length-------------------- Total leaching area--------------------sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date---------------------------------------- MTest Pit No. 1----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water_____-__--------------_. 44 Test Pit No. 2----------------minutes per inch Depth of.Test Pit-------------------- Depth to ground a . - � water-___-_---_------_---_--. --- ----------------------------------------------------------•--------------------------------------•------------------------ xDescriptionof Soil--------- -C-CL_:.' -� ------------------------------------------------------------------------------------------------------------------------ V -------------------------------------------------------------------------------------------------------•-------------------•----------------------------•------------------- UW ------------------------------------------------------------------------------------------------------------------------------------------ - Nature of Rep ai s or Alteratiar�s—A wer when applicable______________�____� 5 ���_�_-__-.._- -------------------------- --�0 w------- ``S ° S ------ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Com 'like has been issued\by the �board of health. �-7 c� Signed ------.... -�N----L-- --------------- / --~-° C7- (o- Dace - ----c Application Approved By ---------- .................' ` "vim^ 7......... v -ter 2 Daze Application Disapproved or the following reasons- -------------------------------------------------------------------------------------------------------------------------------------- Pp PP f f g ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------ Permit No. -----1...-/,... - ,-/d ^ a o 2 Da --------------------------- Issued ---------—--------15m--------------------------------------- Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 1 /�� Olelr#tf rate of �IIntplinure .. THIS�IS TO CERTIFY, Thatthe,Individual Sewage Disposal System constructed ( ) or Repaired (f/ ) by----------- -�'�= �'\ vJ d r ------------_----- ---- ------ ----- ----------------------------------------------------- o Install ----------------------------------- has been installed in accordance with the provisions of TITLE 5Af The-State Environmental Code as described in the application for Disposal Works Construction Permit No. ---_--.-... �.--------- dated ------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. `� I - DATE--------.1..-...- ..-c�-�-------------------- - -------- ---------- ------ - Inspector ------------------ �__-------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 30 No......................... FEE- ---•-----........ �tuttuu fur u �unu�r uan r uti� Permission is hereby granted---- -------------- \.� �!` �'�LS. 1 -w--------- ----------- ---------------------- ----•-•--------._-------•----- to Construct ( ) or R air � n Individual Sewage Disposal System ` (\ at No. -- ----�---------- =- ....._ Street 22 '! as shown on the application for Disposal Works Construction Permit N ._�=J-YG_-- Dated_-_-_�._id o ^�, ------------------------------ ----------------------------------------------------------, DATE_ �J Board of Health --------- FORM 36508 HOODS a WARREN.INC..PUBLISHERS SYSTEM PROFILE FINISHED GRADE ELEV = 100.0 12" min. COVER - - 36" MAX. cover slope .01 ROUTE 28 LOCUS PLAN slope = .01 97.6 slope = .01 98.08 4 1/8" TO 1/2„ 6 WASHED STONE o C o= 3/4" TO 1 1/2" `� 17.3' 33.0, o 0 0 0 o WASHED STONE 98.58 98.06 97.47 0 0 = o 4 2" min. 6" min. 97.25 ::.. ,.. ..,` ;i:,. . ,.....: 9 5.2 5 USE EXISTING DISTRIBUTION BOX DISTRIBUTION. BOX 22,2' 1413,17' v SITE �, TO BE SET ON 6 OF CRUSHED STONE USE EXISTING 1000 GALLON SEPTIC TANK PLACED ON A COMPACTED LEVEL BASE 7.25 FT > 5' SEPARATION AS REQUIRED BY aBY TITLE FOR PERC > 2 MIN./IN. H-10 LOADING REQUIRED PINE TREE DRI E DISTRIBUTION BOX GROUNDWATER ELEVATIONNONE ® ELEV 88.0 OUTLETS 6 EXISTING SEPTIC ' TANK EXISTING PLUGGED 2 .. r DISTRIBUTION BOX DISTRIBUTION BOX LEACHING CHAMBERS NOT TO SCALE NOT TO SCALE NOT TO SCALE LEGEND TP TEST PIT W -" WATER LINE 100.00- EXISTING CONTOUR LINE 100.00 PROPOSED CONTOUR LINE SITE PJLLAN SOIL SAMPLE I G - WATER LINE �W WELL GENERAL NOTES_ SOIL TEST DATA OF - ALL ORGANIC MATERIAL MUST BE REMOVED FROM THE _ AREA DIRECTLY UNDER AND BEYOND tHE PROPOSED B.M. = INVERT OF EXISTING SEPTIC TANK OUTLET PIPE LEACHING FACILITY. THIS AREA MUST BE BACKFILLED B.M. = ELEV. 98.58 00.401 , TO ELEVATIONS INDICATED ON THESE PLANS WITH COARSE TEST PREFORMED BY: JORGE DE SOUZA WASHED SAND OR CLEAN BANK RUN GRAVEL FREE OF TEST WITNESSED BY: SAM WHITE, BARNSTABLE B.O.H. spy FINES AND HAVING A PERCOLATION RATE OF 2 MIN. PER 6/19/03 INCH OR LESS BEFORE OR AFTER PLACEMENT. DATE PREFORMED: ALL STONE MUST BE DOUBLE WASHED AND FREE FROM FINES AND ANY ORGANIC MATERIAL AND MUST HAVE LESS DEEP HOLE NO. 1 USE EXISTING 1000 GALLON SEPTIC TANK THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 0" SIEVE. SANDY LOAM 10YR3/3 HEAVY MACHINARY SHALL NOT BE PERMITTED TO PASS SANDY LOAM 10YR4/6 - OVER THE LEACHING FACILITY, 25" SNED / TIGHT JOINT PIPING TO CONSIST OF POLYVINYL CHLORIDE PIPE (P.V.C.) SCHEDULE 40,,UNLESS OTHERWISE NOTED, COARSE SAND 10YR4/6 C1 FOR PROPER PERFORMANCE, THE .SEPTIC TANK SHOULD BE 43" TREE LINE INSPECTED AT LEAST ONCE A YEAR AND WHEN THE TOTAL 51" O MAP 208 / DEPTH OF SCUM AND SOILS EXCEEDS 1/3 THE LIQUID ppT10 LOT 30 �� DEPTH OF THE TANK, THE TANK SHOULD BE PUMPED. 24,394 S.F. ALL DISTURBED AREAS ARE TO BE LOAMED, SEEDED AND STRATIFIED LAYERS OF PROPOSED D TRIBUTION BOX TP MAINTAINED TO PREVENT EROSION. FINE-COARSE SAND PROPOSED 4 - 500 GA . LEACHING CHAMBERS WITH 4 F T OF STONE ��/ 4 BEDROOM ��- �• C2 o FOUR O _ THE GENERAL CONTACTOR IS TO BE RESPONSIBLE FOR ALL „ E'ISTIN TIA1-HOME HORIZONTAL AND VERTICAL CONTROL OF ALJ COMPONENTS. 120 o - , GARAGE RESIDE `0 25,41 5.4 r GARBAGE DISPOSAL SYSTEM IS NOT TO BE CONNECTED TO o THE DISPOSAL SYSTEM. ELEV 100.00 THE DESIGNER HAS NOT BEEN RETAINED BY THE CLIENT TO WATER NONE Q 88.0 24 PINE -- o CONSTRUCT OR SUPERVISE THE CONSTRUCTION OF THE REFUSAL NONE 100 > SYSTEM. THE CONTRACTOR IS REPONSIBLE FOR MAKING ARRANGEMENTS FOR INSPECTION OF INSTALLATION OF THE o SYSTEM WITH THE TOWN OF BARNSTABLE BOARD OF HEALTH, 30" PINE PERC TEST DEPTH RATE THIS PLAN HAS BEEN PREPARED SPECIFICALLY AS A SEPTIC o = SYSTEM DESIGN PLAN AND IS NOT TO BE USED TO HOLE 1 2 MIN./INCH ESTABLISH PROPERTY LINES OR BUILDING SETBACKS. PROPERTY LINES AND BUILDING LOCATIONS ARE GRAPHIC EXISTING LEACHING AREA TO BE ABANDON IN PLACE PER TITTE V REGULATIONS ONLY, PROPERTY LINES NOT HAVING BEEN FIELD VERIFIED. NO REPRESENTATION OR CERTIFICATION AS TO THE ACCURACY OF THOSE SHOWN IS IMPLIED OR INTENDED. 129 PINE TREE DRIVE REVISED: AUGUST.21, .2003 . Designed by. GDC PINE TREE DRIVE DESIGN CALCULATIONS" REVISED: AUGUST 18, 2003 Drown by: GDC DATE: JULY 25, 2003 SCALE 1" = 20' TYPE OF BUILDING RESIDENTIAL DWELLING GAARBAGEBEDROOMS GRINDER ALLOWED NO CANNON ENGINEERING SEPTIC TANK VOLUME- 1500 GAL. > (2 X, 4 X 110 GAL/DAY) DESIGN PERC. RATE 2 MIN./IN. _ 11 BRENRAE DRIVE DESIGN FLOW 4 X 110 GPD/BEDROOM = 440 GPD MIDDLEBORO MA LEACHING CAPACITY PROVIDED: SIDEWALLS (42.0'+13.17') X 2SIDES X 2'1 X .60GPD/S.F.= 132.41 GPD (508) 946 - 8886 BOTTOM (42.0' x 13.17') X .60GPD/S.F.= 331.88 GPD TOTAL 132.41 GPD + 331.88 GPD = 464.29 GPD GRAPHIC SCALE USE 4 - 500 GAL. LEACHING CHAMBERS WITH' 4 FT OF STONE PROPOSED SUBSURFACE TOTAL LEACHING RATE 464.29GAL./DAY > 440 GPD zo o +o zo ,o so SEWAGE DISPOSAL PLAN MAP 208, LOT 30 IN FEET ) BOARD OF HEALTH USE ONLY 141 PINE TREE DRIVE 1 inch = 20 ft. CENTERVILLE, MA 02632 APPLICANT: EDUARD & CAROLE EICHNER 141 PINE TREE DRIVE CENTERVILLE, MA 02632