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Home My WebLink About0014 THREE PONDS DRIVE - Health 14 THREE PONDS DRIVE Centerville A = 193 — 182 SMEAD No.2.153LOR UPC 12534 smead.aom • Made in USA YMNSOUMM01M anaswvaooaw MAUMM 1NMINLYiADORAAILOnO TOWN OF BARNSTABLE OCATION I� ��,��j•� ��, SEWAGE �S— VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type}�r� JC— (size)3�c k (4<' K k NO.OF BEDROOMS "l r6t-as a X S- OWNER O i PERMIT DATE: COMPLIANCE DATE: O 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 b 300 feet of leaching facility) �,� Feet FURNISHED BY vI --5� ,�i 1` � r 3a ' y J � t \ S ,)3 S" lac s lo 3 C No. ' Fee 160 - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliCation.for disposal *pBtem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(�40"Abandon( ) ❑Complete System Vndiidual Components Location Address or Lot No. , S D i Owner's Name,Address,and Tel.No.3�3 7s (G ye �Cn"�rv�� Q:, t_- Vas%l�V1C Assessor's Map/Parcel ( 3 lc v 6 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.SOB.�-,33(f Q:.a�Qi•,\ ,�pr��.T�c'Z.av�r:r'�xj '�''•'�'l�'- -b. Sys,.y..,G x aDCq<� Type of Building: Dwelling No.of Bedrooms Lot Size Q Y <($- sq.ft. Garbage Grinder( ) --rr Other Type of Building _ ��, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 0 gpd Design flow provided gpd Plan Date `7 l Q 3 ( 5" Number of sheets Revision Date Title Size of Septic Tank CO� `- Type of S.A.S7M,-�M—,s�MoJ"- 'A, Description of Soil Nature of Repairs or Alterations(Answer when applicable) re-, ro es�5 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. Si Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a f�.� I Date Issued q) t rF No. �U ,' Fee / U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for Mispbsal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. +l�-� $ �Owner's Name,Address,and Tel.No.5 7 7S- cG yyy CCJ� V "A.w � -v�h.�YJV X Assessor's Map/Parcel ( 341 Installer's Name,Address,and Tel.No.So0•c:0`1E�F- Designer's Name,Address,and Tel. 4. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ` :s No.of Persons Showers( ) Cafeteria( ) Other Fixtures 1 Design Flow(min.required) �(YQ gpd Design flow provided S�^((o_c Q gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank C2)� i -j Type of S.A.S. ��:a zsc'�T- - L.. , Description of Soil c-,1--e Nature of Repairs or Alterations(Answer when applicable)_i.; 1��.,_-3 ) Date last inspected: 9° Agreement: The undersigned agrees to ensure the construction and maintenance of-the afore described on-site sewage disposal s stem in accordance with the provisions of Title 5 of the Environmental Code andm&to place the system in operation until a Certificate of', Compliance has been issued by this Board of Health. t ._ Sig Date , ` • , Application Approved by ( Date / Application Disapproved by Date for the following reasons ^� Permit No. f- U Date Issued ---------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance 6 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by at �� r -e- �s,� has been constructed in accordance with the provisions of Title �57and the for Disposal System Construction Permit No. 0( dated / Installer��,� Y�m"�t-- 'C�.c'u t„-�'' ,.c� Designer �F,,��►--� w .hC', #bedrooms Approved design flow gpd The issuance of this permit hall)ot be construed as a guarantee that the syste will fun io d si ed. Date � � Inspector ---------------------------------------------------------------------------------------------------------------------------------------- No. a d �) - fd Fee Cw THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal &pstem Construction 'ermit Permission is hereby granted to Construct( ) Repair( ) Upgrade(,/r Abandon( ) ��System located at `�'` �.��..,P ,, �,� c,. 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. Provided:Construction mu t be completed within three years of the date of this permit., Date Approved by Q Town of Barnstable �'THE %o Regulatory Services * Richard V. Scali,Interim Director * en[txsrne[.E. Public Health Division rFp►�sA Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form a2 Q' Date: . 3I (� Sewage Permit#a)CDK-aC� Assessor's MapTarcel V J lU Designer: tsy"Ns 1pvc, Installer: Address: PO 60/6'YV q (� Address: htywkg- �� c �Nl �S3�- On $ Ve kpd ci V4�zp, &_aU �as issued a permit to install a (d te) (installer) septic system at 14 �Pd jyf D based on a design drawn by (address) V1 datedZ3 1'� (desig e VA I ( I I certify that A 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 (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with 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 constru liance with the terms of the 11A approval letters (if applicable) 1�4 of ARREN (Insta Iler's Signature) 1 (Designer's Signature) (Affix tamp Here) PLEASE RETURN TO BARNS ABLE 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:\Septic\Designer Certification Form Rev 8-14-13.doc Jereynie & Diane Mailloux 1611 Main Street Test Barnstable, MA. 02660 Health Department 200 Main Street Attn: Tom Mckean Hyannis, MA 02601 Hello Tom, Patrick Sullivan from Ready Rooter Excavating requested that I write this letter to you regarding the property located at 14 Three Ponds Drive in Centerviile, MA. The house was purchased by my husband's father in 1987. The house did in fact have 4 bedrooms when he purchased it and my husband's father did not do any construction or updating of any kind from the day he purchased it. On June 12, 2007 his father passed away and the house passed directly to Jeremie (my husband) on that date — and it still had four bedrooms. I have included a rough draft of the floor plan we created of the property as it is now. It is exactly the same as it was when it was purchased in 1987. If you have any questions or if you need any further information, please let me know. THANKS and I hope you have a FANTASTIC day? O in erely, ' c 0 Diane Mailloux 774-208-3686 FIRST FLOOR: SLIDER TO BACK PORCH STAIRS C FIRE L PLACE O MASTER S BEDROOM LIVING ROOM E T S HALLWAY FRIDGE H A CLOSET KITCHEN DISH a I_ os WASHER Er L W SINK A BEDROOM Y BATHROOM STOVE _j Front Door SECOND FLOOR: C L CLOSET BATHROOM 0 S E T STAIRS BEDROOM BEDROOM Town of Barnstable °FIRE Tph� Regulatory Services Richard V. Scali, Interim Director sAIMN T^ISLE, Public Health Division 9 MASS. g Thomas McKean, Director EO MA'S 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems -J Property Address: i � 6145 Dv, l H14c? n " ) < Assessor's Map\Parcel• ICIS/ ( 9Y2- Property Owners Name: A4*1 L' --0 u)' In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. Yes N\A L�1 ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ I have been provided with the Owner's Manual ❑ /I have been provided with the Operation and Maintenance Manual ❑ 12/For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval ElX For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) (❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted L� ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or. the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I agree to comply with all terms and conditions above. Property rinted name Property Owners Signature Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doc Town of Barnstable Pit Department of Regulatory Services tr,►nrterner� a Public Health:.Division Date�'�,� 200 Main Street,Hyannis MA 02601 rEn tu+t h Date Scheduled_ ( � 'Time_ Fee Pd. Soil Suitability Assessnt'Mtfor ,sew e I)'sposal Performed By: I 1�f e✓� ✓I Witnessed By: i LOCATION& GENERAL INFORMATION Location Address f L1�-` Owner's Name JQ_1&—_VV Vy\,,�_4l`(3 U Address �t�C�`� Assessor's Map/Parcel: Engineer's Name{� NEW CONSTRUCTION REPAIR Telephone# SJ 3G(D —3-31 1 Land Use IwS l!9elmKL Slopes(%) Surface Stones Distances from: Open Water Body_�>/_Ooft Possible Wet Area It Drinking Water Well >Zo0 ft Drainage Way >/00 It Property Line ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) Ad (/��5�)) Depth to Bedroelt Depth to Groundwater. Standing Water in Hole: Weeping fl'otn Pit Face Estimated Seasonal High Groundwater N!� DETE RNUNATION FOR SEASONAL HIGH WATER TABLE Method Used: 1 Depth Observed standing in obs.hole: In, Depth to soil inottles: ln, Depth to weeping from side of obs.hole: In, Groundwater Adjustment fr. Index Well# Reading Date: Index Well level AJj,factor m Adj.Groundwater Level A PERCOLATION TEST Dille_._. Thne Observation Hole# Time at 9" Depth of Perc 48—` 6 Time at 6" by Start Pre-soak Time @ ��_ Time(9"-6") End We-soak Av Rate Min./luch Site Suitability Assessment: Site Passed X 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:\SEPTIC\PERCFORM.DOC DEEPOBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones,,Boulders. onsistency,%'Gravel) "-7'1 A '3 tl to '' �" Fire- Meo ShMIX DEEP OBSERVATION HOLE LOG Hole# y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsisten %Gravel) d —.6 40 SrtK� 16 k 3j7/ ►J FF— ILI pi --^0 2. DEEP OBSERVATION HOLE LOG Hole# NtA Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Con i to c Gravel) i DEEP OBSERVATION MOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. e Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes Witlun 500 year boundary No Yes _ Within 100 year flood boundary No. Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery ous material exist in all areas observed throughout the area proposed for the soil absorption system? _��, If not,what is the depth of naturally occurring pervious material? Certification (;�y I certify that on t I f (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with . the required tr ' 'n expertise �and �experience described in�10 CNM 15.017. Signature I VV` Date 7 l� Q:WEPTIC%PERCFORM.DOC F@s...F.�..... ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... own-----------.............OF.......Barnstable .............................................••--•-------•--------•- Appliration for llhipoii al Works Tnnitrnrtiun ramit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at Location-Address 7&� or t No, a Wit? ,o..'r -./aX.-.-.----•------------------------------- -•---- ............. Qj Ownez .....••---_----.•.--..•.-----...Address Installer Address Type of Building Size Lotl9..,_4_.3.2...........Sq. feet Dwelling—No. of Bedrooms........... ...............................Expansion Attic ( ) Garbage Grinder (no) P-4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ......................................... W Design Flow.............. 5.........................gallons per person per day. Total daily flow..........2.2.0..........................gallons. WSeptic Tank—Liquid capacity..3 Q.Q.�Yallons Length_82 6-".. Width..'.-I.Q."Diameter................ Deptfi.'---4".... x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No...._1............. Diameter....10......... Depth below inlet.._6_'............ Total leaching area.2.6.7.........sq. ft. Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by...Cape...Cod_-Suryey... nslts....... Date.....7110179................ Test Pit No. 1.__.2--------..minutes per inch Depth of Test Pit....12......... Depth to ground water---none.._........ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ . a --------------------------•----•------------------•---•--.-.---------------•------..------------------------•-----••-------•••----------•.---------- O Description of Soil -—----- 5-...WQQd.--�,0 111, Q x$.. - Q 11bSS? ..1., ..Q U sand_..with••-S• Qs-� 5 t 5 6 layer:---Q-f...�tQne.o�----6-•-- °. W ....................................... ine.-sand..... •.... °y x RENWICI( U Nature of Repairs or Alterations—Answer when applicable............... ................ J _.-_ __ .__.._....... _---___---_ -- -----•------••----------•...•----•••••-••-•--------•--•---•••-•-••••-•-••-••••---...._••-•---••---....-•-••-•-•- •••• - •-• C}-FPcPPAPrPd cn Agreement: / 271 No. 27654 o Q The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in k�}9T the provisions of IT1,Z' 5 of the State Sanitary Code—The undersigned further agrees not to plac & operation until a Certificate of Complia ce h s been issued by the board of health. S' ned...................................................................................... ... ......... ApplicationApproved Bys....... .--••---•-••---••••----•••••.........---•-----•-•----•-•--•--••-•-••-•--•.._...... ` l Date Application Disapprove or he following reasons------------------------•---•----....--------------------------•------------------------••--•••-•--•---......---- --•--.......--•-----•-------••-----•-•------------------------------------•------._...------------------.--••-••-•-•••••--•-••-•-•--••-•••••-••••••------•••••---•••-•••------••--•-•••--••••-••----- Date PermitNo......................................................... Issued....................................................... Date 2,70 I�Io .• ..... Fizz............................ r. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...T-0- rI---.....................OF.......Barns .able.................................................. Appliration for Disposal Workii Tonotrurtion "permit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ......................ThMee—)QxIds...Dr-I e........................... ------------•.._......L.Ot....2-.......................................................... Location-Address ...... .......---- �. _ d .: i:.°f tNO ............. . �y�$ �+�, Owner Address .�- A:---.1cY•4-. .�.... sv!'!.S¢.................................................. .................................................................................................. Installer Address UType of Building Size Lotll,.4.32...........Sq. feet .-, Dwelling—No. of Bedrooms......::._2...............................Expansion Attic ( ) Garbage Grinder (no) a Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures .. W Design Flow.............K.........................gallons per person per day. Total daily flow..........220..........................gallons. WSeptic Tank—Liquid capacity.10.0.0gallons Length l'.-6_."_. Width.42_-l "Diameter................ Dept&1..-4 r xDisposal Trench—No. ..........::....... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.....1.............. Diameter....!Q......... Depth below inlet...6.'............ Total leaching area.26 1...._....sq. ft. Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed by..Q.4P.e...C.Q.d..��_ave..y._clugat's......... Date....7f1.:Ql7-9................ Test Pit No. 1...2..........minutes per inch Depth of Test Pit----12.......... Depth to ground water..1'1011.E.......... 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 .....-•-•-•-•--••-------•-•--••••....---•-•--•-•-•........ •------••-•----------------••••••.----------•••••-----••-••-••-•-------•-•----•-••......---...... ® Description of Soil...... Q______0.-5.--•-woad-_-lc�am�-_-_Q-,• • - D v ...........................---•••-•--shad_with-_stones;...5..5•'.-��..5' ia�' r..4 ._.s o es '" kt®OF qss W ....................................fine...sand, ---•---- ......•. --•_..._ RENINICK G U Nature of Repairs or Alterations—Answer when applicable..._._.. .................. g .._.-------g.._. r, -----•--------------------•---------•-•------------------..........-•----........................................_.--.••• .................. .......... •................ rOa Ga 1ARibM1AN Agreement: Z 7 - No. 27654 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ac .o �`� the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place th F ALnENG�� operation until a Certificate of Complia w e h�s been issued by the board of health. f� r Sined...........................................•-----....----••----.._...._•---..::....• •- --- ------•- Application Approved By. f. `- * ` - ---- •-_-•--- Date Application Disapproved;or e following reasons:................................................................................................................ ......................................................-........................................................................................................................ ................... Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF........................................ dle Tntifiratr of ToutpliFanrr T } IS. O CERTIFY, That the Individuuab-S•}ewage Disposal System constructed ( ) -or Repaired ( ) by j '"�r =� s Inscpli--------------------- -----------------•-----•-•----•------------.--•-••-•--- .-----.-.---- ------------- has been installed in accordance with the provisions of T L ; r f The State Sanitary od/as bed in the Yapplication for Disposal Works Construction Permit No.__----'�_�_t' ................... dated_- ._._. ..........................•..... THE IS5 AN E OF THIS CERTIFICATE SHALL NOT BE CONS AARANTEE THAT THE SYSTEM L NCTION SATISFACTORY. DATE._ ---- .......................................................... Inspector--->TRUE --. ...----------......------.....•---.......---....-----...........-- OMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH } t ''( ► ..................................... .....OF......--------..................................................._................... .... .. ::...... FEE........................ io�roottl o ( onotrtinn rrntit PermissionebY granted _ ..............................-•--------------------•-....---------------•----••------................----.....---- to Cons tru o ep2df,"r,' an Itt f' 1d al e ispo a1 System at No.... ........ f �f Street as shown on the application for Disposal Works Construction Permit No............... ated . __................._............ ....................................... - -- --`--- DATE. �r `� oard of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS 3� 70 L_O CAT ION �y SEWAGE _PERMIT NO. lf'f `l7 / �� G�viYo lnelylc- VILLAGE INSTA LLER'S NAME i ADDRESS UILDEIII OR OWNER DATE PERMIT ISSUED D A T E COMPLIANCE ISSUED r /76 s7 r r HYANNIS LEGEND K sTREE� OP { g PROPOSED CONTOUR LOCUS 139-8-71 PROPOSED SPOT GRADE 3 PONDS DR. -- 98 -- EXISTING CONTOUR v + 96.52 EXISTING SPOT GRADE 0 W— EXISTING WATER SERVICE TEST PIT STD cF �p j� It CONVENTIONAL 13X33.5 LOCUS MAP 4 BEDROOM FOOTPRINT LOCUS INFORMATION 86 84 TITLE REF: C198419 40 ML POLYLINER PARCEL ID: MAP 193 PAR. 182 EL. 80.30-76.30 78 80 82--5,00'84 8�-- 1 9 it ( g� I ! ! 4 10 ,f 1 1 Ivent 1 I _ I SEPTIC SYSTEM 1 REPAIR PLAN TP-2 ! I 1 � I LOCATED AT: LOT 47 I i �, _ -- ; 14 THREE PONDS DR. AREA = 24245 sf+- �� , I CEN TER VI LLE, M A. LAND COURT PLAN 38507—B / �� I I , \ / 16980 ASSR rna.P193 PCL 182 O PREPARED FOR ;` _' - MAILLOUX/ �PR 84 READY ROOTER EXC. / A RIVE O JULY 23, 2015 i � p OF MA 9 A\ cn °° D+% (' C) WATER , v MA L 1I c�—» 140 co z NITAR\P� i 5 I ' ►------ `-_ MEYER & SONS INC. \X { ! 1 86 P. O. Box 981 I ! - - E. SANDWICH, MA 02537 86 PONDi � 84 PH: (508) 360-3311 — 82 I 00 GAL BENCHMARK FAX: (774) 413-9468 78 80 EX 5T. 1 ,O \ TOP of WATER GATE meyerandsonstitle5@gmail.com ELEV. = 52 + - — — 266.38' SEPTIC TANK 86.34 www•meyerandsons.com — — � BARN STABLE GIS DATUM SCALE: 1 in = 20 ft SHEET 1 OF 2 J 1747 j NOTE: MAGNETIC' TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED GENERAL NOTES: PROPOSED D-BOX SEPTIC TANK ` FINISH GRADE SHALL NOT BE < EL:80.29 INSTALL RISERS & COVERS OVER INLET & ' FOR A"DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL T.O.F. EL.=86.85t OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S.INSTALL RISER & COVER BOARD OF HEALTH AND THE DESIGN ENGINEER. SET TO 6" INSTALL LOCKING COVERS IF AT FINISH GRADE OF GRADE VENT INSTALL A 4" DIAMETER INSPECTION PORT OVER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS •.. F.G. EL.=86.2t ONE CHAMBER (MIN..) AND SET TO 3' OF F.G. OF THE STATE ENVIRONMENTAL CODE, TITLE v, AND ANY APPLICABLE F.G. EL.=86.2f F.G. EL: 84.50t LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: F.G. EL: 84.0(MAX.) - 310 CMR 15.405 (1) (B): 1) A 3.0 Fr. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING 9" MIN COVER/ TO BE UP TO 6.0 FT (APPROX.) BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 36" MAX COVER L = 40' L = 10'(MAX) INSTALL.TWO INSPECTION PORTS (MIN.) TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 0 S=17. (MIN.) ® S=1% (MIN.) 0 S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10, e� 11.3" TO ENGINEER BEFORE CONSTRUCTION CONTINUES. INV.=85.1 1 14 •' 48"UQU/D INVERT 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. INV.=84.86 INV.=79.90 LEVEL 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF PROPOSED THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF INV.=81.80 GAS BAFFLE D BOX 5 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.25'/ROW HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. is INV.=82.0 DB-5 7. DWELLING IS SERVICED BY MUNICIPAL WATER. Sall. H2O SOIL ABSORPTION SYSTEM (PROFILE) 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED EXISTING 1,000 GALLON SEPTIC TANK TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. RESTORE VEGETATIVE COVER `� OF 44y 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXIST. SEWER OUTLET BACKFlLL WITH CLEAN PERC SANG �� J9�yLOCATION OF ALL UNDERGROUND UTILITIES, PRIOR STARTING WORK. EXISTING LEACH IT TO BE PUMPED, CRUSHED AND FILLEDPERTITLE 5. TO TOP OF CHAMBERS R.t N M. 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY BREAKOUT=TOP ELEV.=80.29 0. 1140 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING PIPE INVERTS PRIOR TO CONSTRUCTION INV. ELEV.= 79.90 'PfGI$1E � 14. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPEC. ) 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.= 78.96 EXISTING SUITABLE �4NITAR�a� 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW GRADE ON A MECHANICALLY COMPACTED SIX 2 83' MATERIAL FOR THE USE OF A GARBAGE GRINDER. INCH CRUSHED STONE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING 310 CMR 15.221(2) T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 5 x 2.83' - 14.15' �j 17. PLACE 40ml POLY LINER AS SHOWN FROM EL. 80.30-76.30 TO 3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK (8.36' PROVIDED) USE 5 ROWS OF 5-HIGH CAPACITY PREVENT BREAKOUT. WITH 1500 GALLON SEPTIC TANK IF FAILED, BOTTOM OF TESTHOLE: EL:10.0 = INFILTRATOR (H20) UNITS W/ ENDCAP-NO STONE 18. EXISTING 1,000G SEPTIC TANK-NOT H2O, REMOVE DRIVE OVER TANK. DAMAGED, NOT H2O LOADING, OR UNDERSIZED. J 4) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE GAS BAFFLE AS REQUIRED TYPICAL SECTION N.T.S. I.T.S. 75 DESIGN CRITERIA SOIL LOGS P#:14755 NUMBER OF BEDROOMS: 4 BEDROOM DESIGN DESIGN FLOW: RESIDENTIAL: 4 BEDROOMS ® 110 GPD/BR = 440 GPD DATE: JULY 16, 2015 DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) SOIL EVALUATOR: DARREN M. MEYER, IRS, CSE GARBAGE GRINDER: NO (not designed for garbage grinder) WITNESS: DAVE STANTON, BARNSTABLE HEALTH DISTRIBUTION BOX: USE DB-5 (H20) Elev. TP- 1 Depth Elev., TP-2 Depth SEPTIC TANK: 440 gpd x 200% = 880 gpd USE EXIST. 1,00013 SEPTIC TANK 83.70 A LOAMY SAND 0" 82.45 A 0" 10YR 3/2 LOAMY SAND LEACHING AREA REQUIRED: (440)/.74 = 594.59 S.F. 83.12 7 8 10YR 3/2 „ 16" B LOAMY SAND B LOAMY YR 6/ 6 D PRIMARY S.A.S. 3 " 10YR 6/6 1:95 USE 5 ROWS OF 5 - HI-CAP INFILTRATOR H-20 UNITS-NO STONE 81.12 C1 31 .95'° C1 FINE_ SECTION 1r' BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER) MEDIUM MEDIUM E7GHT END CAP SAND(CHAMBER) 25 UNITS x 6.25 LF x 4.73 SF/LF = 739.06 SF 2.5YY 6/4 2.5YY 6/4 PERC TEST ® 79.7 INFILTRATOR - HI CAPACITY (H20) CHAMBER TOTAL AREA = 739.06 SF 4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN DESIGN FLOW PROVIDED: 0.74GPD/SF(739.06SF) = 546.90 GPD > 440 GPD req'd 73.20 t26" 71.95 126" 14 THREE PONDS DR., CENTERVILLE, MA PERC RATE <2 MIN/IN. (-Cl- HORIZON) No GROUNDWATER OBSERVED Prepared for: Mailloux/Ready Rooter Exc. **14.15 X 31.25 = 442 SQ FT. > 400 SQ FT. REQUIRED System Design and Site Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 07/23/15 • I, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX981 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST SANDWICH,MA 02537 CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. 508-362-2922 DMM 2 Of 2 SOIL LOG !r -"PE AST C ME LOAM B FILL 12r'MA% 4" Ld I la•a ��I , I y 4��C. 1. 4 DIST. �!'�r 1 � I• .: i � I � ' e• i a` a� � 1000 � s<..v��a r� BOX I I••o I i IOOO GAL. i ° � : I ;.•: � ��; du'� -- f •• , a I— I0'MIN, I GAL. I L__ .___� I. '' ' PRECAST 0R " ' � ' F-MIN 24" f' SEPTIC I°'% I e . a % I I•• BLOCKTANK -�--- _J 6' I� ��', � SEEPAGE ° . , i :��: ,•n-�--,: �•_,_.,_-. _ �..__.. °•'dam", PIT ' OCI vc- FOUNDATION WASHED STONE 4- ELEVATION SKETCH PERC. RATE_ SCALE : I '= 4' TEST BY TOWN INSPECTOR: _�_. FR_!�•==_�"__ —____ BACKHOE OPERATOR: -- � �'' __�— TEST MADE ON _ cs=✓ t =_ .:' �'� +_.______ Al r/ /� A• r w:R f T ,-Y ' Q' ��Qr�� / ;Mom,•-_:.. '-. `.+'�, r ,�� • '� � � L to Ile _ t �r /F i +� -.•v`. � -" .-. eV- - ��: ,.E ,.//?/y'P!�j�,//Y�IJGr ;�J.:r �-�,f" �,N j` '• ,i" A'�y I � �Iy'C'l ;,7..4'.%",��."��yr_ }�fj•�N+�i?�-"�l 1 • .�� V _� �— _ __ � G.,�' x .�. ,��is.�c�:.ls�ii J'`«-� ,:f'r•4*'fG.xj' .'`.-.Lr.:7!c..J < s i 1 _ - _to - H, 44 i.,(k . .-.f.,y _ ..,v � ,rye -.. r.:. F �r b+ a ♦ ..v may. -., .. .< n,J 1.1.�n �3 ,,..l �. ate' �,. & } r � � sr � .. .E I �„„ •,n JI- 1 ELEVATION SCHEDULE PROPOSED SITE PLAN I. INV. AT FOUNDATION =/�`% a 2 INV. INTO SEPTIC TANK SEWAGE SYSTEM DESIGN IN 3 1NV. OUT OF SEPTIC TANK = lam-`` 4. INV. INTO DISTRIBUTION BOX SCALE 1"= .: 15 S. INV OUT OF DISTRIBUTION BOX „Kx C -' 6 INV INTO SEEPAGE PIT _ CAPE COD SURVEY CONSULTANTS ROUTE 132 Z BOTTOM OF PIT = j %'' HYANNIS ,MASS.