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HomeMy WebLinkAbout0133 ARROWHEAD DRIVE - Health F3 3,,Arrowl 4 FDrive Ak '270 1y082 "002 'j I ti -TOWN.OF BARNSTABLE LOCATION /33 Ln tie. SEWAGE# 2 003 t -VILLAGE. 64 9_`l AOs ^ P ASSESSOR'S MAP & LOT,270=D 57-002 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY /Soo LEACHING FACILITY: (type) /6 •'N ao 91091 i V,'­Os (size) '9SX /4 3 ,.,NO. OF BEDROOMS 3 BUILDER OR OWNER L-Jo-404 ZaAhp,i> -_," PERMITDATE: 6-11-ag COMPLIANCE DATE: Separation_Distance Between the: A. { 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; 1E4e'of Wetland and Leaching Facility(If any.wetlands exist within 300 feet of leaching facility) Feet Furnished by�� G/� ,►.t.A.yCli 1 i S ` o Soo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH .DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZppYtcatton for Zigogal 6pgtem Cottgtruction Vertu Application for a Permit to Construct W Repair((yUpgrade( ) Abandon( ) �omplete System ❑Individual Components Location Address or Lot No.133,#PnOcrJ`1 C Vn1 V.- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 70 -Oft 477-'S'50 Installer's Name,Address,and Tel.No.�i D�°'�$ 7: Designers Name,t�ddress and Tel.No.PR'- / .L Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /2 C Design Flow(min.required) 33o gpd Design flow provided 340 7- d gpd -Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil t Nature of Repairs or Alterations(Answer when applicable) rnsroll *,revi5 / f WLe- -46405 o f y - /G N-2 0 610916 AA-s &U I r4 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 Certificate of Compliance has been issued by this Board of Health. v Signed Date ro ^/(,p a Application Approved by r Date —(/ 0 S Application Disapproved by: Date for the following reasons Permit No. 0 Date Issued ��ytR,'.�+.' •.+•-:+�+ _� -� ..�,y�. r•+�,�.iF►Ki�:�s%� •i;�:%�a7re'a-..;' .y-,7c .� ,�f tom. '"+.:Ysr:,r�:=�,`; +.�:v.:v'..- '�:::' it'T �-•r.w4`N'q. rJ a 4-. � �•�y '.'t'.pvs�t+l=+�'wi ..4^`+"�cr .4: No. +�ODj- ay �:. tea • , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -,TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zppltcatton for � gpogal bpgtCIYY C011gtrilCti0n permit Application for a Permit to Construct Repair'(/y Upgrade O Abandon O [ -Complete System ❑Individual Components Location Address or Lot No/J 3 �/�roG!/�/.1H �/�►-1/ Owner's Name,Address,and Tel.No. , Assessor's Map/Parcel, �70 _092 0 2- f�oY/G 508,*2gb-7 YZ oS-4Y7y-S'll3 Installer's Name,Address,and Tel.No. I Designee's Name,Address and Tel No.S� r/vs>rpb l7L 8prras �h y,y e e r,H9' cvarks . e Y 5, r G/r or 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(min.required) 3 3o gpd Design flow provided 3 417- S gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank. Type of S.A.S. Description of Soil 1 Nature of Repairs or Alterations(Answer when applicable) J:]Vroll /SOO 9,j� -I-f9r�L N�2-0 (j/ocf�fFv6rs wlr4 NO SrOH 4 - Date last inspected: Agreement: i 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 Certificate of Compliance has been issue/ d,by this Board of Health_,,.,, - (p a 'Signed ,i a n../. ,-y1 Date Application Approved by ` ,V Date 6 -(/ OW I Application Disapproved by: Date for the following>reasons e A00 Permit No. Date Issued - ----— -- __ _ _ ---_-- THE:COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( G)- Upgraded ( ' ) r . A AbandoneL'd°( )by, J0.1" !S�.` A4,0,y!9 5 at/:?S �pr/�c�/Lj:�,av Qr i r/C HNnyyfy�i�� has been constructed in accordance p� with the provisions of Title 5 and the for Disposal System Construction Permit No. ;_0 0& a�T `dated 6 T 0 0 Installer/, .& 900,A-0S Designer GyC//Hd�i"/HQ' u/OI"F"S #bedrooms Approved design flow gpd The issuance of this permit sh'll not belconstrued a m s a guarantee that the syste wid function ,gned. Date. �� / Inspector —— ———-- No. d lJ d� Fee mo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wtgogar �&pgtem Cow5truction Permit Permission is hereby granted to Construct ((,,,). . Repair (s-- Upgrade ( ) Abandon ( } System located at / 3'S l4-rr�ui Asce/ (2p► t/,e and as described in the above Application for Disposal Systein Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit.. Date(1- Approved by I Town of Barnstable Regulatory Services SL Thomas F.Geiler,Director MAM Public Health Division 39, Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: G-!l-o S Sewage Permit# f 009-2 yx- Assessor's Map/Parcel ZAO-O 82-oo lL Installer&Designer Certification Form Designer: ,��1 -e r;n e. W e_w k 3 Installer: �S S.,� G' s� Address: VJ • cro S S -e Address: Ck v"m-z-k!' _rtsrrl ( 114 O2�L19 i s� M� On -l/ _ og �eY is c was issued a permit to install a (date) (installer) septic system at j 3 3 On lrllann,,based on a design drawn by . (address) :Fek r T M GrK•t-e P. dated G ^ /J r 09 ' (designer) 4—AL I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical re f any component of the septic system)but in accordance with State&Local 400 revision or certified as-built by designer to follow. Stripout(if requ d the soils were found satisfactory. ti o PETER T. Gam, :z McENTEE CIVIL No. 35109 (Installer's Signature) DOFF SIONA (Designer's Signature) (Affix Designer's Stamp Here) F. PLEASE.RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:bffice fonnsldesignenvertification formdoc Town of Barnstable P# . D Department of Regulatory Services t�►ttrrereecE Public Health Division Date 2�e.� U k Rues. i63q `0� , 200 Main Street,Hyannis MA 02601 ­Zt Date Scheduled �' J �lJ Time Fee Pd. L0V Soil Suitability Assessment for Sewage i posal Performed By: � Cy � Witnessed B LOCATION:& GENERAL:INFORNtATYON Location Address /33 Aryw.,-),keo j dqi Owner's Nam — An.,i. Lo k Lave, l�J CI.✓14-L-f�? Address ..= 133 Acx r.,�eqo� flr1 ���o� i-I-���,x is Mel G O k Assessor's Map/Parcel: 70—�� Engineer's Name 11 NEW CONSTRUCTION REPAIR Telephone# Land Use S ¢ttia•c�( Slopes(%) S—to Surface Stones N J� Distances from: Open Water Body Possible Wet Area 7 l t7cJ ft Drinking Water Well 7i S ft Drainage Way It Property Line �Q+�� ft Other ft Ju SKETCH:(Street name,dimensions of lot,exact locations of test holes.&perc tests,locate wetlands in proximity to holes) -" d 14 (33 t, Id �l ca � L10 all Parent material(geologic) c:�� GJw es� Depth to Bedrock Depth to Groundwater: Standing Water in Hole: ZO t t Weeping from Pit Face - ` rTl Estimated Seasonal High Groundwater a t���-- MT9 NATION F'op,SEAS.ONA HIGH Method Used: Depth Observed standing in obs.hole: in, Depth to Boil.mottim in, Depth to weeping from side of obs.hole: in. Groundwater Adjustment _ ft. Index Well# Reading Date:�Q.] Index Well level `L- Z Adj.factor 2' - Adj.©roundwater bevel PE�COL T1 _'Ei► T Atlt�gym, '1j`Iii1C.,.e, Observation Z Hole# Time at 9" Depth of Perc _ Time at 6" Start Pre-soak Time @ Time(9"•6") End Pre-soak d 3 G Z Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPT10PERCFORM.DOC . DEEP OBSERVATION BOLE LOG Hole* J Depth from Soil Horizon Soil Texture Soil Colcr Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 'S SA DEEP-OBSERV TION° .OI,E'LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel -Zo sl b ' DEEP•OBS�E°RVATION HOLK I OG Hole:# Depth from Soil Horizon Soil Texture Soil Colo; Soil Other (!�I Surface(in.) (USDA) (Munselo Mottling (Structure,Stones,Boulders. G C�_ Consistency,%Gravel DEEP-OBSERVATION HOLE:LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, o G av I I i Flood Insurance Rate May: Above 500 year flood boundary No_ Yes Within 500 year boundary No_es" Yes Within 100 year flood boundary No-, [, Yes 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? I If not,what is the depth of naturally occurring pervious material? Certification I certify that on l Q (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training ertise and experience described in 310 CMR 15.017. Signature �- Date 4 Q:\SEPTICkPERCFORM.DOC I . - 1 No.... 5..' � F�s.....5. ........._. ,4s5, c^� -70.-08& -O®a E COMMONWEALTH OF MASSACHUSETTS 4 BOAR® OF HEALTH ...........................................OF................................... ....... 1 c 1 ,Xporation for Disposal Works Tonstrurtion Fumit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...... __- ............... .........----•-•--.-•--- Loc n-Address _� � /pr- .......CF.P ._....�5/�N.....11?S�'�-: ......................•.......... ....._.__.7.7..7._z(.1}_/sna,_f__C , !?!. ,� ...1 ......... A Ow r Address Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of. Bedrooms........... ...............................Expansion Attic (7c) Garbage Grinder ( ) '4 Other—Type of Building No. of persons............................ Showers a YP g ---------------------------- P ( ) — Cafeteria ( ) dOther fixtures ----------_------------ ----------------------------.--•••--------••-•-•-•--•-••------•------•------------•-----•-••••-......----•---••............. Design Flow......... 3.�.....�...2.:.............gallons per person per day. Total daily flow............................................gallons. ° Septic Tank—Liquid capacityt°Da!?__gallons Length................ Width................ Diameter................ Depth................. x Disposal Trench—,No..................... Width.................... Total Length.................... Total leaching area._kA.4.L4---sq. ft.' Seepag,�'Pit No..................... Diameter..J?.,5........ Depth below inlet.................... Total leaching areal71t�.:..sq. ft.,•. Z Other Distribution box (K ) Dosing tank ( ) ~' Percolation Test Results Performed by................................ R/C.f'C..............._......... Date....f?A!1:,lk%............. W Test Pit No. 1.:e. .......minutes per inch Depth of- Test Pit...�Y........ Depth to ground water._�6.... (Xq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ t •---.....--•------------••--•---------•--•---•---.......-•................................ O Description of Soil------.. �•,�` 5`'� o� .....fin/................. �!1........-•-•---- U W x -------------------------•---------------••--••----•••-•••-•---•-••------•------------•----•----------•--•-•-•--------••••••----•--•-------•---...•---•------------------•-••••-•-------------•---•-•••- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... --------•-------------------•---•---------------•----------------------••-----------.....-•--•-•------------•-------------------------•-•...•------•--...----•--•---•---••-••---•-•--•-••---•----.-•---• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of THILLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Cer •ficate f Co pliance has b issued by t board of health. iGU Ab Signed � -y�• •••- Application Approved BU Date. Date Application Disapproved for the f owing reasons-----------------------••......--•---------•--.-•••--••------•••-------------•--•-------......--•-: ..__.. Date �5�.-. Permit No...... 5...r...r���...__..... Issued..................................................... Date Fss �........ 1 E COMMONWEALTH OF MASSACHUSETTS_ ��n-08d—oo�H . BOARD OF HEALTH . ,���r�irtttUari�.fnr �i��.a�tt1 nxk� C��n��rnr#iun. �frrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .... .�.�.___ '2..........- ir fir�.0• �+4/�v.. �il /�----•- -••-•--•----------- o t No. L canon-Address Address W _ 6✓.tl �e.tls .Pat.�ape�'� .... X%.�-;'----• ..................... ................._Installer......................................... ............................................Addres... res`�a/--------. ........._....................____ 1� � - {Q�] Type of�'Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms......3r.................................Expansion Attie( ) Garbage Grinder aOther Type of Building ............................ No.. of persons............................ Showers ( ) — Cafeteria ( ) 't.,Other fixtures ------------------------------------•--•-------------.......--------------•-------------------------------.....------.............•----...._......•... w Design Flow..3�. ....y 1!1...................gallons per person per day. Total daily flow............................................gallons. W Septic Tank—Liquid'capaeW........gallons Length................ Width................ Diameter------------ DP ..____....... x Disposal Trench—No..................... Width --.----.--.----•-- Total Length.._................. Total leaching ar j�� -_-sq. ft. Seepage Pit No..................... Diametll!!5.......__..... Depth below inlet.................... Total leaching area..................sq. ft. z Other Distribution bco< ( ) Dosing tgmk ( ) // / / Percolation Test Results Performed by..................................... ............_... Date............ e Jam';--•---..._. Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --••----• •--•------- -y•-•-...... �' Ov.w.,! .. --••- -----------------------...... x w UNature oh Repairs or Alterations—Answer when applicable............................................................................................... .--•----------------------------------------------------------------•------------•---------------_-------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the,system in operation until a Certificate of Co pliance has�sued,b�h�oai� of ealth. , Signed---•••......----- h ` S �s Date Application Approved By............... --------- w- at, - ate Application Disapp�pyed for the owing reasons: ......................................................... Date Permit No. 9 5.."... .................._.... Issued -�- $ g r.................... , 1 ( Date 'I - t ) THE COMMONWEALTH OF MASSACHUSETTS BOARD' OF*.- HEALTH ......................................... OF...................................................................................... s Tnrtifira r of T amplitanrr x THIS IS TO CERTIFY, Thatjhe Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............ .�.... .. --------- Installer at.............................................................................................--------------------------------•--------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No... . . A6 dated................................................ THE ISSU CE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED A GUARANTEE THAT THE SYSTEM WILL IFUN TIOtj SATISFACTORY. DATE.......... ----••.....................•....----•-_. Inspector---•----..... -- - THE COMMONWEALTH OF MASSACHUS TS BOARD OF HEALTH . ...........................................OF 19ispoi nl Endo Tnn#rnrtion vrrmu Permission is hereby grante'd-----------==--=-------•--.................--.--....•--•••-••---••-••--••....----•-•-•••-•-•-----•--......••••-•-•--....•••--..........--•-•- to Construct 0C) or Zepai�(�4�n kc ividu� evra a Disp el System �f w i v ,� �v�v't$ :at No..--• '--------------•-.....---•----•-•-----------------•----------••------•---••-'------=-= y Street as show4te l tion for Disposal Works Construction Permit Nj ,.e,a_G------ Dated.Bea 41y&1� --------------------------------- DATE. --•-- FORM 1255 A. M. SULKIN, INC.. BOSTON '�_Sy3. ca A � u r EXISTING SEPTIC TANK �' 'LEGEND LOCUS N TO BE PUMPED, RUPTURED EXISTING CONTOUR AND FILLED WITH SAND - 98 r +(. x 100.98 EXISTING SPOT GRADE o Wen«ey.c, 3?3" pG98 +� PROPOSED SEPTIC TANK W EXISTING WATER SERVICE a C) —�HW OVERHEADD WIRES g Rd b g S N 12044'05°E - 50.00' � 9�`l�.56 x 1 �j TEST PIT a � �;�PU.�o 0 \90 BENCHMARK Rd oN�d Rd = y ae A N s x 06 c 'o� 3 s a a Rd EXISTING LEACH PIT (APPROX.) = o e = 1Al � TO BE PUMPED, FILLED W/ d ; I NEW SEWER OUTLET 94 SAND AND ABANDONED, SET E AT,EL.=9 1.95 6 r I OR REMOVED WEST MAIN STREET 1 ABOVE, X 9`- I I I I In II I I I a + �11! O I " 11 I I % j DECK �—�-.I ----10 x �9:5 =1��1- - 40 MIL POLY LINER N /EXISTING� �ivII�I- I SET BETWEEN EL. 92.0 AND 90.0 ��. ....�'_.. HOUSE (#133) ` l 2F1 1 I i i i TP 2 " .; L000o SCALE LAP I 17 Z AP 270-082-002 T.O.F.=9s.78 r J-1—I= / �. �� ' l �--11.3' TP 1. � GENERAL NOTES: 2�562±5.F. 1 ;7 — �, x 7x 91.16 1;�X) 4 # 1 BOARD ALL HOFGHEALTTH TO TANDTHE DESIGN BENGIINEORED BY THE LOCAL \ x 3_i �.... r �..... " �`' N 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS bin' - — v OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE ANTER 5?IIt-rnll fence to ( {'L , o LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: _....._ f( N_ 1) A 1.5' variance to the maximum cover requirement, for no greater N 12047'36"E-- x 93.5 — I than 4.5' of cover. S.A.S.S. shall be vented and H-20 Rated. ILLE NINSPECTION AND APPROVAL BY THE BOARD OFHEAL HD AND THE`--130.00' rfl 3. THE SEWAGE DISPOSAL I S SYSTEM SHALL NOT BE C o � .k � To DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF BENCHMARK HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1 i i 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LT. COR. BOTTOM STEP I 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. EL.=96.57 (Assumed) 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS t AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE Lj DIRECTED BY THE APPROVING AUTHORITIES. N r 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE N THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING v CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS N r IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE ( WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). �� OF Q%, 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. t, o� PETER ET. MCENTE a� PROPOSED SEPTIC SYSTEM UPGRADE PLAN I oOd _, clvlL 109 133 ARROW-HEAD DRIVE, HYANNIS, MA No. 35 512 4736W RFc�stE�� Prepared for: Jo-Ann Lohbouer, 133 Arrowhead Drive, Hyannis, MA 02601 1 R FS Engineering by: SCALE DRAWN JOB. NO. EDGE OF PAVEMENT 1 Engineering Works 1"=20' P.T.M. 151-08 ARROWHEAD D R(VE 5 �� 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477 5313 1 5/17/08 P.T.M. 1 of 2 4 .f `fP I c NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY LINER SHALL BE INSTALLED IAS SHOWN ON SHEET 1 PROPOSED TANK AND SET BETWEEN EL=92.0 AND 96.0PROPOSED D-BOX 21„ 5-4SEALI.NLETS " INSTALL RISERS & COVERS OVER, INLET & INSTALL RISER & COVER OUTLET AND SET TO 6" OF FINISH GRADE INSTALL INSPECTION PORT, OVER END UNIT 2" 2"T.O.F.=96J8tSET TO 6" OF GRADE F.G. EL: 94.0-95.8(MAX.) VENT EXISTING F.G. EL.=95.7t F.G. EL: 93.8tMAINTAIN 2%;+GRADE (MIN.) OVER S.A.S. N,51 QINSPECTION L = 10' L 18' L 7'(MAX) PORT @ S=2% (MIN.} @ S=1 i" (MIN-) @ S=1% (MIN.) 4'SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC (V - TO View 3,D� 'D s 11.3 TO P ' Section 14 INVERT D-BOX INV.=91.75 48" UOUID e LEVEL ADD 4 UNITS @ 6.25'/UNIT = 25.0' GAS BAFFLE INV.=91.18 INV.=91.01 1 1 -1 INV.=91.50 PROPOSED D-BOX INV.=90.94 ' 4 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK & INLET TEE ESTABLISH VEGETATIVE COVER {� CLEAN NATIVE OR PROVIDE NEW 4" SEWER PERC BACKFILL TH SAND I TO TOP OF CHAMBERS I 75 HOUSE AT, OR ABOVE, \ INV.=91.95 BREAKOUT=TOP NOTES: 1 SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE TOP ELEV.=91.33 INV. ELEV.=90.94 TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED i film_ STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=90.00 II 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 76" -J 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. 4 ROWS @ 2.83'/ROW=11.3' AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. EXISTING SUITABLE PROFILE 4) CONTRACTOR, SHALL VERIFY ALL EXISTING PIPE ADJUSTED G.W., EL=84.6 MATERIAL INVERTS PRIOR TO CONSTRUCTION. 4 ROWS OF 16" ADS BIO,DIFFUSOR UNITS WITH NO SEPTIC SYSTEM PROFILE SEPARATION BETWEEN EACH ROW AND NO STONE TYPICAL SECTION 16" N.T.S. N.T.S. 11.2,. SOIL LOG -� DATE: MAY 1, 2008 (REFS} 12,170) I�34 -►� SOIL EVALUATOR: PETER McENTEE PE CSE SECTION END CAP DESIGN CRITERIA - -A• o` WITNESS:`DONNA MIORANDI-HEALTH AGENT N x Elev. DTP- 1 Depth Elegy. TP-2 Depth 16"" HIGH CAPACITY (H-' 20) BIODIFFUSER UNIT NUMBER OF BEDROOMS: 3 BEDROOMS ,' II , m \ 91.7 0" 91.7 0" SOIL TEXTURAL CLASS: CLASS 1 7 rn. Z FILL FILL it MODEL 16" HICAP 90.5 '1 14" 90.4 16" DESIGN PERCOLATION RATE: <2 MIN/IN 00, (A SAND AMLOAM C MED. SAND LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT R 'OYR 4/2 2.5Y 6/4 EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DAILY FLOW: 330 G.P.U. 90.2 18" 90.0 20" DIFFER SLIGHTLY FROM ACTUAL PRODUCT.APPEARANCE. DESIGN FLOW: 330 G.P.D. B C MED. SAND SIDE WALL HEIGHT 11.2" GARBAGE GRINDER: NO N J 10YRY LOAM 2.5Y 6/4 OVERALL HEIGHT 16" 4.3 �l, 88.4 40" 88.4 40" 4640 TRUEMAN BLVD LEACHING AREA REQUIRED: (330) = 445.9 S.F. j, E�,b�; N C C 44" OVERALL WIDTH 34" mm* HILLIARD, OHIO 43026 .74 N PERC CAPACITY 13.6 CF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY •01n0�' CJi 56„ (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED - ----- 1 ", z.s SAND /D 2 5Y 6/4D PROPOSED SEPTIC SYSTEM UPGRADE PLAN �1 USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS PRO 84.6 ADJ. GW = 84.6 ADJ. GW - 133 ARROWHEAD DRIVE, HYANNIS, MA , W NO STONE FOR AN S.A.S. WITH DIMENSIONS 1 1 .3' x 25.0' ' 81.7STG. GW = 107" 81.7 STG. Gw S 120" f � --- --- J'� Prepared for: Jo-Ann Lohbauer, 133 Arrowhead Drive, Hyannis, •MA 02601 SIDEWALL AREA: NOT APPLICABLE --'-25-� 81.2 126" 81-2 126" BOTTOM AREA: GENERAL USE APPROVAL FOR 4.7 SF LF OF BIODIFFUSER PERC RATE <2 MIN/IN. ("C" HORIZON) Engineering by: SCALE DRAWN JOB-0 ( / ) Engineering Works NTS P.T.M. 151-08 16 UNITS x 6.25 LF x 4.7 SF/LF = 470.0 SF STANDING GROUNDWATER AT 12U" ' INDEX WELL A1w-230 - ZONE DESIGN FLOW PROVIDED: 0.74 x 470.0 = 347.8 GPD S.A.S. LAYOUT ID WATER LEVEL = 22.7' - APR 2008 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET 2 4 GW ADJUSTMENT = 2.9' (508) 477-5313 5/17/08 P.T.M. 2 of 2 -,---v,�,,�-o-'e-A--,;e--,�� 7.1��,11-11,-,, ,l,-"-,-"-,- - � I-1-11-�� —1- 11-l--,---,7,�,—,�--,F--X-- -,-­-,--------,----1-----,-,,--,--- - -,", ".- I , I,-I -,--------,- ---- ---'— .---,,.+---,,trl,w�, " ,�,,��,��,�—�-,-,---- ,,,,-,,,­- --�-,,- - "�, - -,`-n-�-------n`-77 ,,—,,, 7-'— 1 1 1 1 ,, I I- I I I I I ---,�--------%� I , =7 7 -,�--17�---,�­I,rAw,�-7,-­­�­- - ll-�1111-11-,, I - 7- I , - -, , , , - ,,�"T�.r�,-,--��.�,,,,,—��,-,��l,,-,-,�,,,, - ,- � -11- ,� , '-�-'7r- '- -77—�- --`�-1-� r--l4e,-,,- - � , I , I .1 � I - I I I I ; - I -- I I �-, -, , I� ," ,� I I � � . . 11 � . 7 r � ---� I I- ,� - - � I�,I . I -, I � . . I I � I I , , I � , I I , 11, I - 2 1, � 1, 11 - 11 I ,,-� I � I 1 4 1 1 1 1 "I - I � I � � �j , ,,� , �I I � I I I I . "" " � - " I I�: I , � . 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