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HomeMy WebLinkAbout0021 PHEASANT WAY - Health 21 PHEASANT WAY Centerville A = 208 — 076 S M EAD KEEPING YOU ORGANIZED No. 12534 2-153LOR F t IE C RECYCLED INITIATIVE COWENT109o� CerfifiedRbufturctnp POST-CONSUMER wwwAnpropremarp SR-01470 MADE IN USA GET ORGANIZED AT SMEAD.COM TOWN OF BARNSTABLE LOCATION j,Vt--,,,F- SEWAGE#_a 017 -13 9 VILLAGE ASSESSOR'S MAP&PARCEL A06-07(� INSTALLER'S NAME&PHONE NO.`r<�VS;�,,65 ( 0n; l NC 5- C4 L1 zC➢-4S 3y SEPTIC TANK CAPACITYhN���� r LEACHING FACILITY: (type) LVIGvNII '(S (size) dlc� NO.OF BEDROOMS OWNER PERMIT DATE: S L1 7 COMPLIANCE DATE: 5 - `7 Separation Distance Between the: A✓OA.)' Ct- Th"n k! Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility etc- 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 T)OUe Q"-i t,3 Arl�W �` ovt_yvl A - 71 14 O-JT 37 pry,I� TOWN OF BARNSTABLE LOCATION a / SEWAGE # 0 o�L VILLAGE ASSESSOR'S MAP & LOT a.6 6 INSTALLER'S NAME & PHONE NOIJ , SEPTIC TANK CAPACITY gL LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER P61 BUILDER OR OWNER •. j�c�sQdt-t,►•un DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No �� ..�, � y � � ti , £x J � � � � � 1E No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y_}_� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Bispo8al 6pst>em Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 21 N e~lisc ,,+-W&Y(,,Gh�- Owner's Nome,Address,and Tel.No. Ce,NK V tIl e i2c,10bZ.5 Assessor's Map/Parcel =17 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size /-A,,V60 sq.ft. Garbage Grinder( ) Other Type of Building J NS f�eN t lC J No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ti,() gpd Design flow provided 35-S, 2--- gpd Plan Date,f /'7 Number of sheets ;L Revision Date Title Size of Septic Tank j J-00 Type of S.A.S. Le-Cr C'h.­ ,-1-5 al/h sfG- e y rqof Description of Soil Nature of Repairs or Alterations(Answer when applicable) ct 1 S UG CC, 116, "AD Ca fy L -G ��c•�t.171�'rs c�%i�j 5 tdvt' �'S 3.17a��� c•� s�l�J 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. Signed e Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0 [`7 Date Issued i .+� Fee „ . Entered in computer: THE COMMONWEALTH`OF MASSACHUSETTS Y PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS t 01pplication for disposal Opstem Construction Vermit Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 21 P�ecasc,++-Ido Y l °5 4 Owner's Name,Address,and Tel.No. CeNwfVi11-f i 2obb��5 Assessor's Map/Parcel -0 76 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. J7o�1c�s l� 1 )(Ov"TAk, s�-'100-7/5"5 Type of Building: Dwelling No.of Bedrooms '� Lot Size ✓2,'/030 sq.ft. Garbage Grinder( ) Other Type of Building j PS o mw 31 �j No.of Persons Showers( ) Cafeteria( ) Other Fixtures t ,t Design Flow(min.required) �'s,(I gpd Design flow provided 2— gpd Plan. Date —/7 Number of sheets It— Revision Date Title Size of Septic Tank /!5'00 Type of S.A.S. GC-G /`6?adi47'/.S M,1;k l 0&V e y',YN2/ Description of Soil Nature of Repairs or Alterations(Answer when applicable)I n/4f6 1) c, l SbU r,G {)e, C)�6oxX C" 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. Signed r'/l',� — Date Application Approved by . Date Application Disapproved by Date for the following reasons Permit No. t 7C Q (`7 1 Date Issued -__--- 4A THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(14' Upgraded( ) Abandoned( )by �,,,J e I A __6 t ty,A„N T N at 2 l � � `�„�} Lam.r w yo$;k. re >)�� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer M KA s A iA(ow,o 'G tic Designer ��s� e r•✓c s W b ll #bedrooms 3 Approved design flow -S,4 G2 gpd The issuance of this pe7W7 construed as a guarantee that the syste C f n tion d'es gned. Date Inspector No. �,Q( -7- 1 34 Fee I(DO t THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction J)ermit Permission is hereby granted to Construct( ) Repair Upgrade( `) Abandon( ) System located at 2 1 -s 4- 6 e-N-C✓V U� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. I �v Provided:Construction must be completed within three years of the date of this permit. _ Date Approved by VIA, C y1,,v -f;c d --T1,-ed t.t -{ 1 � c� via-f- Town of Barnstable oFt�r Regulatory Services x Richard V. Scali,Interim Director ' BARNSTABLE, 9 MAss. Public Health Division Thomas"McKean, Director 200 Main Street,Hyannis,MA'02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5�8 1�7 sewage Permit# Assessor's MapTarcel ZO 8-d 7� Designer: any r�er,n� //t��t)o,-1-(S t n� . Installer: D. A Address: 1Z W, Crt;ss+,a (� `ICJ Address: P-,o- On -L V.A- I? was issued a permit to install a (date (installer) septic stem at Z1 Phe45c.�-1-�/l1 Ulm! p y ay based on a design drawn by (address) el cj LLh_- !u /11 C , dated_- ,31 I V-1 P-w S 1 ! I/? (designer) 1 41. 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (Le. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance «pith State &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe nce with the terms of the I\A approval letters (if applicable) Est of PETER T. /� WkENTEE CrVrL nstaIIir-9-Sgnature) NO.35109 9FGl3TER �V (Designer's Signature) (Affix Designer tamp Here) 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. QASepti6Dcsigncr Certification Form Rear 8-14-13.doc FE.B ....2.0 00.. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............16t,-f ..........OF............. F e��,.�s �—............................. Appliration for Uii#nial Workii TomitxJAIr#inn ramit Application is hereby made for a Permit to Construct ( ) or Repair XX)� an Individual Sewage Disposal System at: .........2-1....Phaa.sant...Ka.y...caateruille-•--•-••-••-• -••--••.................••-••......---••••-••........-•-••-----•-•-••••......•-•••................ Location-Address or Lot No. ..•...... Rub)a Ills................... ............................... Owner Address Installer Address dType of Building Size Lot............................Sq. feet U Dwelling-X No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) p' 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 ( ) '_4 Percolation Test Results Performed by.......................................................................... Date........................................ 1.4 Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ( Test Pit No. 2................minutes per inch Depth of Test Pit-----------------.. Depth to ground water........................ Q+' -----•---•-----•-----------------------------------•------•--•-----•--....---------..._......-----..........------------.............._................---•-- 0 Description of Soil...................Sa.n.d------------------------------------------------------------------------•----•••••------------------------•------------••---------------- x W ---•---------------------------------------------------------------------------------------•---•------------.---------------------•-----...--•------•-----------•-----•-•-•••------------•-•-•-••------ VNature of Repairs or Alterations—Answer when applicable............................................................................................... --------- ,adn...pAa-1-...aauead.--Ln----------------------•-•----------•--- ------•-------1_-_..1DD•0--3a11onf- tan.k----------------.........------• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LITL , p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued b th oar of health. Signed 4 a/.3.0,l.aa. , Date Application Approved By-------------- -----..-..... -•--•-------- Date Application Disapproved for the following reasons------------------•------------------------••---•--------•--------...........-------•----------•--------......_.. Date „• Vt Permit No.._....... 17 . --..... Issued-----------------------•------------•--•--..._..._---•-- - ----------- ---------- Date i NoB.�.�.,( .y ... FES...�.....dn. V o.. V THE COMMONWEALTH OF MASSACHUSETTS i' BOARD OF HEALTH Thy,..._-..._...... Appliration for Disposal Works Tow4rnrfiun Prrmit Application is hereby made for a Permit to Construct ( ) or RepairX(XX) an Individual Sewage Disposal System at: y...C�?nt����.-1-1�-.............. ----.........------•--•----•-----•---•------------•---------................_..-•---...........--- Location-Address or Lot No. .......Bur-t~0jn...Rr:t?aA.a2.,a--------------------------------------------------- ...............................................•................................................. Owner Address a .......,I.-PA-manombLex......................................................... ................................................................................................. Installer Address QType of Building Size Lot............................Sq. feet Dwelling X-No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) P-4-I Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Ga 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. I................minutes per inch Depth of Test Pit-.--_-_-_____--_-•- Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water............---......... a ......--••-•................•-•-•-••-•-•------........--•--•------•--------•----•----------•---.................••••--......------................•••....••-- oDescription of Soil.................Sar-Jd......................................................................................................... V .....-•----•--•---------- -•------------------------- •------------------------------------------------- •------------------------------------ •---------------------------- -------------------------------- W •--•=•--•-------------------••--•------- ---------•••---------•--•----•----•---•-•--•------•------------•-•---•-----.....--••-----•-----•------•-•••-••-••--•--•--•-•-•--•-•••--•----•-----------...... UNature of Repairs or Alterations—Answer when applicable............................................................................................... .Ln..-i,=o ----rzavad...i-n.---.--•------------------------------------•---------I- -?-000---g-Alan---taw? -----------•--............------• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T IT ILE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the'board of health. Signed �. . ` ^fie ApplicationApproved By............................... ............................. ................................ ----.....--- l y Date Application Disapproved for the following reasons:--- -•-----------•---------------•--•------------------•------•---------------------------...------...........•. 1 7� Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH env�...................OF........B.a.�ns:t.able............................................. Trrtifiratr of TomptiFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or RepairedXkX) by-.J .P..r.M.acomber.....................................................................................................................................................•----...... 21 Pheasant Way Centerville Installer at..............................................................•---------••--•-••-----•----•----....---••----•-•------------•-----•-----............................................................. has been installed in accordance with the provisions of TI i / �7 State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... da.ted._..c-----_.--_------.----..-_-.-.-.--_.__.-.-. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE......................... ......................... Inspector---------------------- t ------•---................................. l THE COMMONWEALTH OF MASSACHUSETTS g�./'� BOARD OF HEALTH ..............T.own................O F..Barn-5.i~rabl.3................................................ . No......................... FES...N.&-Q Q-----. Disposal Works Tnntrnr#iasn ami# Permission is hereby granted_.._ .�. '.!.Macomber__....__. to opstruct ( or Repai? ) an Individual Sewage Disposal System �� Pheasant Way Centerville at .................-.......................................................................................... ------ ---- -- Street as shown on the application for Disposal Works Construction Permit o.._ Dated.......................................... Q Board of Health DATE........................................•-•-•--•-----------•---------.-..... FORMS 1255 HOBBS & WARREN. INC.. PUBLISHERS Town of Barnstable P# l 5,3 a.— gyp'' Department of Regulatory Services g Public 3 1-7 > blic,Health Division Date �p s639 ,e� 200 Main Street,Hyannis MA 02601 3> rFOMA�A � .Date Scheduled r? Time �1 _ Fee Pd. Soil Suitability Assessment for Se isp osal ' Performed By;_{e ��,' ` S —f�tf Z— By: Witnessed V�� S !:✓I LOCATION & GENERAL INFORMATION Location Address tin M.5gV1 t (.t•Wa �f� Owner's Name II Y (y1�.r�' 6(2 Address 2( Pl'zeasGh t' � Assessor's Map/Pazcel: Q (f�"k`�'J L ®�o� Z- $'--O -7 t0 Engineer's Name / NEW...::ST^�'v`CTF^N REPAu: Te!ephere 7 3;-7—JJ4 7 f0� ii i J Land Use S t �'T`l 1 Slope'130 ^) P ( ) Surface Stones Distances from: Open Water Body)n t /A / ft Possible Wet Area ft Drinking Water Well�-��t Drainage Way tilt'+ ft Property Line 1 y tl—ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands(n proximity to holes) 5l�eri � rv�I 1`TIQ-Z � L Parent material(geologic) V Depth to Bedrock. ��A Depth to Groundwater. Standing Water in Hole: G`- a . Weeping from Pit Pace ® (A Estimated Seasonal High Groundwater Zo DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles:__in. in, Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr. Index Well# Reading Date: Index Well lejel A41,factor— Adj.Groundwater Level PERCOLAI TION TEST belle Thne Observation . Hole# I � ���}-�,�C'�'l0 hJ Time at h" �'ft -361 l Depth of Pere C Time at 6" Start Pre-soak Time @ Time(9"-6") - End Pre-soak Rate Min,lInch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) i Original: Public Health Division Observation Hole Data To Be Completed on Back----------- J w ***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:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOL�LOG Hole# l Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) I(Munsell) Mottling (Structure,Stones-Boulders. Consistency, r vel /Its DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc % rave - i i DEEP OBSERVATION HOLE LOG Hole# Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) - I . DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones Boulders. Consistency e I I Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes i Within 500 year boundary No 41- Yes, Within 100 year flood boundary No Yes Death 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? f . _.� If not,what is the depth of naturally occurring pervious material? Certification I certify that on Q� (date)I have passed the soil evaluator examination approved by the Department of Environme ntal Protection and that the above analysis was performed by me consistent with . the required trai r ,experrdseJand experience described in 310 CMR 15.017. Signature E Yt�. ( Date 17 :�'� Q:\SEPTIC\PERCFORM.DOC 1 b -99 --EXISTING CONTOUR Brookside at Regency EXISTING SEPTIC TANK EXISTING LEACH PIT x 100.98 EXISTING SPOT GRADE N sj (TO REMAIN) CONTRACTOR SHALL REMOVE W EXISTING WATER SERVICE N Mp�N TOP OF TANK, EL.=100.6t (SEE NOTE 11, SHEET 2) �I G EXISTING GAS SERVICE IN V.(OUT)=99.25t } p Ps ----8;/-/, y�--OVERHEAD WIRES portrid TEST PIT our rally 1 EXISTING LEACH,PIT PO 1g2 PO 27 Cto BENCHMARK oChu�rchry CONTRACTOR SHALL PUMP, FILL } LEGEND "' ane rt' W/ SAND AND ABANDON. 'yi r i o LOCUS dot 100,30 x 13.31'50" E 101.84 CB esa or P on 102.99 126.00' 100,48 / \� / SHED TP-1 P- -' j + 102,42 LOCUS NOT o SCALE MAP G�c 101, -- "-- -2- 102,1 Jvv kk °� GENERAL NOTES: 101.22• r\ i O O o��- �.. :• .':PROP ..,�10' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 101,28 L -,_j BOARD OF HEALTH AND THE DESIGN ENGINEER. x O GARDEN x 102,27 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o, �p OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 10 1,14 '� DO 1,76 -1021.9 102.48 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: f• . . . . . N D CK W :. -310 CMR 15.405(1)(b): BENCHMARK 101.37 2.01 1 COR./BOTT. STEP 1) A 4' variance, S.A.S. to cellar wall, for a 16' setback. EXIST. SEWER EXIST SEWER Z EL.=102.63 �t / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR w INV.=1b0.23t INV.=100.23E C �J lye .. .; i 14 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 101.04 ., co DESIGN ENGINEER. O + EXISTIN�/ O i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1 HOUSE(1121) _ 10� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10 ENGINEER BEFORE CONSTRUCTION CONTINUES. i. T.O.F.=102.9E _G 5. ALL ELEVATIONS BASED ON AN ASSIGNED DATUM. 01.54 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 101,33 C .'... 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 101,53 LAMP r7i.. d.:.,.. 101.58 \ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. + -} . 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100.96 .100-90 LOT 2 x 101,62 y AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 12,480 ±SF m. DIRECTED BY THE APPROVING AUTHORITIES. ': 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PARCEL ID: 208-076 " . �-C".; THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 100.72 CONSTRUCTION. -F,101.44 � 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS - --- J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 0126.00' 101,31 C57'. .. REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 100,96 S 13'44'50" W t 100.46 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND - --- NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 9 8,2 2 98,99 / � edge of pavement 100,14 XO,18 PLAN REVISION 5 4 17 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 1) KEEP EXISITING TANK SYSTEM COMPONENTS NOT SHOWN ON THE PLAN OF Mgss 2) REVISE S.A.S. CONFIGURATION PETE T. 9c�Gs PHEASANT WA Y WEST PROPOSED SEPTIC SYSTEM UPGRADE PLAN o R MCENTEE 21 PHEASANT WAY WEST, CENTERVILLE, MA o CIVIL `n } No. 35109 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 A �'GISTE� `� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. ��F S1 EN ROBBINS, P BURTON & 1"=20' P.T.M. GENEVIEVE Engineering Works, Inc. 145-17 Sl 21 PHEASANT WAY WEST .12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. t CENTERVILLE, MA 02632 (508) 477-5313 3/31/17 P.T.M. 1 Of 2 I NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=99.1 Y INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE SHED OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D—BOX OF THE PROPOSED S.A.S. 2�3' INSTALL RISER & COVER PROPOSED S.A.S. — ---- -- SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND IN,�1�` T.O.F=102.9t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT �� PROPOSED S.A.S. 104 F.G. EL.=102.1t F.G. EL.=102.0t F.G. EL.=102.0f F.G. EL:=102.3f , L_ �1 ��5 Kn NN h' 3'(mox.) i L = 13' DECK ® S=1% (MIN.) © S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6' ®�® 2" LAYI;R OF 1 8" ia" 6" 12" WASH/ED STONE , EXISTING (OR APPROVED FILTER FABRIC) EXISTING Mll� IF 11 ADD INV.=99.07 PROPOSED 3' GAS BAFFLE INV.=98.90 3 3" 3/4"-1 1/2" HOUSE(#21) INV.=99.25 D BOX EFFECTIVE WIDTH = 9' DOUBLE WASHED 3 OUTLETS INV.=98.60 STONE T.O.F.=102.9f EXISTIING SEPTIC TANK USE 6 LC-6 LEACHING CHAMBERS IN SERIES WITH 3' OF DOUBLE WASHED STONE—ALL AROUND H-20 RATED NOTES: TOP CONC. ELEV.=99.4 —_ BREAKOUT 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & INV. ELEV.=98.60 ®®®O E3 la® ELEV.=99.1 S.A.S. LAYOUT INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. 2) D—BOX SHALL BE SET LEVEL AND TRUE TO GRADE BOTTOM ELEV.=97.60 3' VARIES 3' ON A MECHANICALLY COMPACTED SIX INCH CRUSHED 4' OF NATURALLY OCCURRING STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL r a"_KNO_CKouT 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. I 20' DW COVER 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION I I AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. BOTTOM OF TP, EL=92.0 10 (NO GROUNDWATER) I a' KNOCKOUT a•KNOCKOUT I "' I I L------ 4' KNOCKOUT SEPTIC SYSTEM PROFILE r" 72' ; DESIGN CRITERIA 39.0' SOIL LOG PLAN VIEW r A , DATE: MARCH 24, 2017 (REF#15,302) NUMBER OF BEDROOMS: 3 BEDROOMS i PROPOSED S.A.S. tv SOIL EVALUATOR: PETER McENTEE PE(SE#1542) ® ® 0 ® ® ® zz" ® 0 SOIL TEXTURAL CLASS: CLASS 1 C WITNESS: DAVID STANTON R.S. HEALTH AGENT ���1"."• � INVERT I (LOADING RATE=0.74 GPD/SF) 30.0' o`�__J ELEV. TP— � DEPTH ELEV. TP-2 DEPTH 12" ® ® ® ® ® ® ® I DESIGN PERCOLATION RATE: <2 MIN IN ri 9•0, 0" 0" / 102.0 q 102.2 q l I I I DAILY FLOW: 330 GPD BOTTOM AREA=378 SF LOAMY SAND LOAMY SAND r' 72" r' 36" DESIGN FLOW: 330 GPD SIDEWALL AREA=102 SF PERIMETER=1 10YR 4/2 10YR 4/2 02 FT 101.5 B 6" 101.7 B s" SIDE VIEW END VIEW GARBAGE GRINDER: NO—not allowed with design MED. SAND MED. SAND TOTAL AREA=480 SF 10YR 5/4 10YR 5/4 WIGGIN LC-6, H-20 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 99.5 30" 99.6 31" LEACHING CHAMBER.74 GPD/SF S.A.S. SKETCH C PERC C EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 30"/48" N.T.S. PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 6 LC-6 LEACHING CHAMBERS IN SERIES WITH 3' OF DOUBLE WASHED STONE—ALL AROUND 2.5Y s/s' 2.sY s/s 21 PHEASANT WAY WEST, CENTERVILLE, MA I SIDEWALL AREA:........102.0 SF Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA:..........378.0 SF Engineering by: SCALE DRAWN JOB. NO. 92.0 120" 92.2 120" N.T.S. P.T.M. 145-17 TOTAL AREA:.............480.0 SF Engineering Works, Inc. PERC RATE <2 MIN/IN. C' HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(480.0 SF) = 355.2 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/31/17 P.T.M. 2 of 2