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HomeMy WebLinkAbout0180 CINDERELLA TERRACE - Health 180 CINDERELLA 'TERRACE Marstons Mills A = 047 — 111 J �. MAY/11/201 DVEN :0:04 Alf FAX No. P. 001/0D1 Town of Barnstable Regulatory Services Richard V.Scali,Interim Director XAM Public Health Division t 4 ° Thomas McKean,Director 200 Main Street,Hyannis,NU 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 8ewage(P�erm�it# �Dl,T- Assessor's MapTareel q Designer, '1 Q�6'�-[ _ Installer: Address: 96 0k Address: 35D �rn Q.(lw vIPA(��f� 1 p . On � was issued a permit to install a te) (installer) septic system at & 0—tJAZp,UA:�W based on a design drawn by (address) -(des �S dated � igne� 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 Strip out (if required) was inspected and the soils were fb-md satisfactory. T certify that the septic system referenced above was installed with major changes (i,e, greater than 10' lateral relocations of the SAS or any vertical relocation of any comipoaent 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. Y certify that the system referenced above was constructed ompliance with the terms of the IAA approval letters(if applicable) 4nstallees Signature) r Ak tom} U, (Designer's Siglature) ` b+11A4ti �` PLEASE RETURN TO B TABLE PUBLIC FMAL'>H)DYMION. CERTIFICATE OF COMPLX,NCE Wl<i,>C. NOT DE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE.RECEIVED BY THE BARNSTABLE PUBLIC BEALTH DIVISION. THANK YOU. Q:1Septiclbesigner Certification Farm Pev 8-14-13.doe Town of BArnstable. P# 1 Department of Regulatory Services ' ' Public jIealth Division Date 1S �wxrra IKA � � ,ruse. i6 q tee$ 200 Main Strem Hyannis MA 02601 3 Date Scheduled 'Time Fee Pd. Soil suitability Assessment for Sere isposar n Y w. S , S Performed By: �1� �� Witnessed By: I LOCATION & GENERAL INFORMATION Location Address t 0 G, DE r�A T�/� b Owner's Nam- (SARN t • 1"'�t-l;o�� V v��,, �`�`II`� Address Assessor's Map/P4rcel: U q*7 C l I Engineer's Name- k Telephone# 5D3 �a0 �G . NEW CONS1RUl�`[70N ` R,E�PAttt _`� Telde Land UsePiS I '✓�o�'r i " Slopes(To) ` I Surface Stones NV�e Distances from: Open Water Body ft Possible Wee Area ft Drinking Water Well j Drainage Way > 106. A Property Linc �/0 ft .Other ft SKETCH:(Street name,dimensions%f lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) • j i a %:r i i i I I i i F I I • 5�Parent material(geologic) Depth to Bedrock -�^,----^r---'— Depth to Groundwater. Standing Water in Hole:' r✓ i Weeping from Plt FpCe Estimated Seasonal Vigh Groundwater , A I DtTE ATION FOR SEASONAL HIGH'WATER WLE Method Used: N Iin, Depth 0. perved standing in obs.hole: ___n. Depth td 5011 tttottlCs: Depth tolweeping from side of obs.hole: ! in. OfOundwaler Adjustment ! Adj.faCtor-,,� Adj.Oroundwater Level, �n index Well# Reading Date Index Well leVr 1 e A...-. I PERCOLATION TEST Dittp Observation , Time at 9" N Mole# Yz�' FjU•► Time at 6" .--- -- Depth of Pere \. �(��<► I Time(9"-6 Start Pre-soak Time.@ 7 End Pre-soak Rate MinAnch ! Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(YIN) Original:.Public kle'�lth Division Observation Hole Data To B e Completed on Back— ***If percolal ion testis to be conducted within 100' of wetland,you must first no the Barnstable e6oservation Division at least one(1)wedk prior to beginning:`" DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc %Gravel oil DEEP OBSERVATION-HOLELOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel) 0tl' 12,, Zn-Q-D�� �Da a4j J 40 -t321 . S DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color • Soul Other, ` Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. /�1� � Consistent %Gravel V 1 "'� G 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisten ra I • � a Flood Insurancel Rate Map: Above 500 year flood boundary No. Yes 7 . Within 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 pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per�erial? Certification I certify that on 10 jqq (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis wai performed by me consistent with the required II Signature g, pertise nd experience described in 310 CMR 15.017. l Date Q:ISEPTICIPERCFORM.DOC �a TOWN OF BARNSTABLE LOCATION �0®�C��/LIG�A�� �[C J—erKe— SEWAGE# ®1 VILLAGE�� L�ICES J"1�1 I /ASSESSOR'S MAP&LOT O Y 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / a LEACHING FACILITY.(type) e ' bL/�l �. (size) ZS� rc 12-'� Z/ NO.OF BEDROOMS BUILDER OR OWNER C:Aa Ve56U t 1 NCt PERMIT DATE: // COMPLIANCE DATE: 1 J Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Y . within 300 feet of leaching facility) `"' • Feet Furnished by ` A f CR- � � c ''cc l i -as 353 A3e i��� AY-,'3a� 1 .�...- No. ( / V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pphration for Misposal ,*pstrm Construttiou 30ermit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./Cf�b Ci✓Icl8eell f i Owner's Name,Address,and Tel.No. Assessor's Map/Parcel OV j 4 Installer's Name,Address,and Tel. Designer's Name,Address,and Tel.No .:7;'� -,Cf- scams Type 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(min.required) 3 3 d gpd Design flow provided ;� 7 .0, Z�� gpd Plan Date (/,3` Number of sheets Z Revision DateQEZ Z`s` Title, -s:ot ze—, Ad! � /moo Size of Septic Tank /,S`®O Type of S.A.S. 40-y e,-e-/Ix Description of Soil Nature of Repairs or Alterations(Answer when applicable) ZB IV Ag'i. 16222-- ,X,A�wr 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 Certificate of Compliance has been issued by this Board of Health. Signed Date5'- Application Approved by Date Application Disapproved by Date for the following reasons Permit No. D I S— [ Date Issued �' l No. V Fee V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplicatlon for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(.V/) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./01V Ct�7 e/'Cl/f T O: Owner's Name,Address,and Tel.No. ii;Iv 0e lP i �e n^ t' Sarre Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.N�o� 3 � �06✓- 7?rr`- �3 / rs,r3oyC ��l ,�'. Tom���a Type of Building: C'07-7` ea Se sF7-1c- 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 o �pd- »Design flow provided y-?. Z gpd ,s Plan Date !K 2 3�/J Number of sheets Revision Date L Title/�U�of� �edi°i sylf P.� �Wfi/ /moo Ci Size of Septic Tank /3`®O / Type of S.A.S. Description of Soil t Nature of Repairs or Alterations(Answer when applicable) -G r'f fQ l/ Gir�v /.S d© ��.f Z o V . Date last inspected: Agreement: >° The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in -- accordancewith 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 Healt Signed Date Application Approved by Date - /S Application Disapproved by Date for the following reasons Permit No. 0 0 S" r r Date Issued15— " --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Diiss osal system Constructed( ) Repaired Upgraded( ) Abandoned( )by at ISO M fj has been constructed in accordance C r with the provisions of Title 5 and the for Disposal System Construction Permit No��l� II dated Installer s �— Designer r #bedrooms Approved design flo gpd The issuance of t i pendit sha of be construed as a guarantee that the system wiiAfun ,* as desiLd.Date i Inspector t/ �/• �.J ---------------------------------------------------- ---------------------------------------------------------------------)----------------- No. ®� i s Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(!/) Upgrade( ) Abandon( ) System located at 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 must be tom eted within three years of the date of this permit. Date Approved by LOCATION SEWAGE PERMIT NO. VIi-LA GE Ad dz INSTALLER'S NAME i ADDRESS B U I L D E R OR OWNER //// 'r DA T E PERMIT ISSUED DATE COMPLIANCE. ISSUED a, -. `.�,� ��� ' 8/ 3s- �` �6 11'I, l`� , t � wT�1 9- 1 s 0 � No..------•----•------ -- � -- Fp .............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �v _ TOWN_ of ....... .BARN.STABLE Appliratiun -for 43Wpoiial Works Tonstrurtion Prranit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: CINDERELLA TER. MARSTON MILLS LOT 19 C-747-2 ..... y----.. ••-•----- -••••--------- ------......•---------Q---------------•------------------...---•--r---------------------------••••--- or Lot 111o. N-it A i/ e A e Loca o/'A I.ddress r to P AP A l/�x f �� �V/,4 A.� ) 1 -- --..............................•-•-................ ........---------------'--........... ;,........................---------------------------- ;;--�� Owner Address --•-------------------------------- c 1-1.?•'�`.1\1.-------------------•--••----- -•-------------------------•-------•--------�-,1�`..M ------------------------------------ Installer Address Q Type of Build g I(, Size Lot.........20.2.......00� .........Sq. feet V Dwelling—No. of Bedrooms---------- ...............................Expansion Attic ( ) Garbage Grinder ( ) a4 Other—Type of Building ............................ No. of persons...3--6----------------- Showers ( ) — Cafeteria ( ) a' Other fixtures .................................... -e room Design Flow. .11 --------•------gallons per n p�� Total qa164ow..........3.30--------------------------gallons. e __.__ W ameterWSe tic TankX-Liquid ca acity allo nth. idth .. u._.. Di ........ Depth... -t------ - x Disposal Trench—No. .................... Width___--.._._.-_-_.._.. Total Length.................... Total leaching area-------- . sq. ft. Seepage Pit No-------1----------- Diameter.__10._.._...... Depth below inlet.................... Total leaching area..-20.5...._.sq. ft. Z Other Distribution box ( X) Dosing tank ( ) aPercolation Test Results Performed by..,9..Vi1so_---�=C------------------- -•...... Date_ Y.._14i...1979--- • .�..Test Pit No. 1...2...._.....minutes per inch Depth of Test Pit----4.. t ----- Depth to ground watern-one.._...._.-- (i, Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water..-exic0untered fX ----------------------- ---------------------------•----•-----•••---•-••--------•-----------------------------•-----••••--•--------------------•----..----- O Description of Soil..Q....-......5'_ _W—QQd.:.1Q3A11 .....5i t.r_.2._ ......subs-oil...With..white...C.ay.}.._.-- 121- �_a.S_-� Said gravel, 5�5 12-�---medium._coarse-_sand...... Wit W .._.encountered �P AS x -------------------------------------------------------------------------------------------------------------------------------------------- z�-- -------------- U Nature of Repairs or Alterations—Answer when applicable...................................................................... -Q- -----ROB'ERT G F. DAYLOR Agreement: ' No.23.741 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in a o eSwit��v the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place operation until a Certificate of Compliance has been issued by the board of health. AL Q/o -- Date Application Approved By.---. .... ...................------- 3 Da-? .-.----- Date Application Disapproved for the following reasons---------------•----•--•-•---•-••----•-•---•---.-.......--•-•---•---------------...----------------------------- .......................••------------------•.........._..••----..._.......---•---•------------------...••---------•--•-----•••-•••--....•••...-•••-•---------------------.....--------...--------•.••••. Date PermitNo. .............................................. Issued........................................................ Date No. ..J.__'7__V..... Fly c............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....TOW ..._.............OF. App iratiun -fur Bispuiittl Worko Tunitrurtiun Vrrntit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ' f r CINDERELLA TER.. MARSTON MILL LOT 19 C`747 -- �t i Location Address or Lot No. �r O" er �« 1 ---- I e-N •��•'?--- ,f� `fit st`! y a .......................•-- " ..... P Installer A& ss Type of Build�g , � li. ?" Size Lot...2Q 1.00 Sq. feet Dwelling—No of.Bedrooms__.. ...............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ----------------------------- No. of persons.. !n6...._..___.:_. _ Showers ( ) — Cafeteria ( ) d -Other fixtures�.y -•............................ ------------- -------------------------------------------------------------- W Design Flowr._ 110. gallons per 30 a 9�d yy Total daily flow....._ Mons. 9 Septic Tank Liquid caplcit gallons Leng ....._.__ Width.___..__ .._.. Diameter, ._._._._.____ Dehtlt_. ,�,__ Disposal Trench ' No Width." .. ...... Total Length.................... Total leaching area _-_-sq. ft. Seepage Pit No .'...�-________1Diameter_-119---_______ Depth below inlet.................... Total leaching area._ 2©5_.----sq. ft. Z Other Distribution box" ( X) Dosing tank ( ) Percolation Test Results {Performed by._-S_.VilSOA-_e.��tC____________________________....... Date. ___�,4--t---1-97g... . Test Pit No. 1'_...2.........nrlinutes per inch I�epthl of Test Pit.... ., t..._. Depth to ground water1joli$.._..-----_ r34 Test Pit No. 2________________minutes per inch Depthkof Test Pit.--_-___-..____-____ Depth to ground water_-encountered Ix -•-----------------------------•••-------•--•--••••---••••••---••••--------•---•------------••--•--......................................................... 0 Description of Soil Q--_`_----Rj 1 ---1A1Q@!�_:.108391 _ ., 1-2.- -°----SUbsoil with--White---Ckay, - --t "--- .5/ ... and--grev-01a---5.3...~--.12' nedi ---cQarse__.�nd_.__Xo---wars x ....encount-Bred------- ------------------------------------------------------ -------------------- ----------•----------------------------------- <,----- 2sti ---------- sycy U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------- e ---RIZBERT a, i................ ....................... ------------------- -- -------------- i .. DAYLOR y Agreement: No.z3741 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in ac c with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place tl operation untih a Certificate%f Compliance has been ued by„xhe board of health. l� s• Si ned = =T "f. ----------- ; . - H�--,;----•-----------•--- at el Application Approved By.. -----••-•-•----•-•-•------- .� "' --- Da t,„ey '. �r- Application Disapproved for the following reasons--------------------------------------------------------------------------..------•---••---.........---'------•••- ----•-•-••--•----•--------------•-•-•---•-----------••--••---------••-------•----••--...•-•-•-----------•-•••-•-•-------•----------•-----------•--•----------•---- -----------------................... Date PermitNo......................................................... Issued------------------------....................................------------------- +" Date THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH :'.•.. . . OF. . ...... ........................... rrtifiratrr uf. f nmplianrr THIS IS TW CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by= u at-•--• --__---•-'•=__'--_ - Installer Cal` ? -A........ { ------_....=a. ---------------------------------------------- --- ----------- has been installed in accordance with the provisions of &'*cl'e XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit N 1 � dated-. �_. a__._ - THE ISSUANCE OF THIS CERTIFICATE {HALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE... '` . Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS hMz` BOARD OF HEALTH No. — l FEE. r�kk���nn�trur�tuat �rrnttt Permission is hereby granted....._________________ to Construct( or�Repair ( an Individual Sewag Disposal System at No....�W%--- ----�-- 4 l ...... a...f..- ................... r ---------....................................... ----------------------------------------------------------- Street as shown on the application for Disposal Works Construction. Permit No..................... Dated_ a_. _ _ - --_____._---.- • . /7 w "w DATE.......". i ............................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS MAR,STONS MILLS LEGEND '} PROPOSED CONTOUR SCE SANE c M' ® PROPOSED SPOT GRADE 104 f -- 98 -- EXISTING CONTOUR s=� 103.5 % 11 + 96.52 EXISTING SPOT GRADE Z + { k/ t W— EXISTING WATER SERVICE TEST PIT g SITE A� I LOCUS MAP 4DtV LOCUS INFORMATION TITLE REF: DOC. 1255001 PARCEL ID: MAP 047 PAR. 111 � j O 1 02 / O0 EXISTING LEACH PIT f , TO BE PUMED, CRUSHED 164.4.4 AND FILLED SEPTIC SYSTEM I REPAIR PLAN 41 1 G� G� c LOCATED AT: EXISTIING SEPTIC TANK O A,• 4f TO BE PUMPED,CRUSHED 180 CINDERELLA TERRACE AND FILLED MARSTONS MILLS, MA. o PREPARED FOR PROPOSED 1,5000 SEPTIC TANK GARNEAU /PRINCE + h 104.5 APRIL 23, 2015 REV.: MAY 1, 2015 1 \ / TBM = EL. 105.5 OF \ C BULKHEAD FOUNDATION � I O 1 .6 \ GAnON DA R N M �y + � 11r1 -02 �cP t ti NO. 114 /si_ 1141 3 \�� 104 SANITAR\p� �, r N / QK T / O CATCHBASI ► MEYER & SONS INC. �0 P. O. Box 981 e• '�Q E. SANDWICH , MA 02537 102 102.2+ PH. (508)360-3311 fax (774)413-9468 meyerandsonstitle5®gmail.com p SCALE 1"=30' SHEET 1 OF 2 J#1491 1' ELEV. TOP FOUNDATION NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (104.0) = 106.0 '�F.G.EL: 104.4 F.G.EL: 104.4 F.G. EL: 104.2 • a � MAINTAIN 2°Jo MIN SLOPE OVER LEACHING AREA A 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" ° F.G.EL 103.5 `' STONE OR FILTER FABRIC DOUBLE WASHED STONE 6" 4" SCH 40 PVC 10"I ®®®®• 0 ®®®® 14 �6- 1% (MIN.) ®®®®®®®TEE'S ARE TO BE INV.101 .202' E F. DEPTH ®®®®®®®®®®® -Q 4" SCH 40 PVC INV.102.15 101 .0 T 1 4' 2 X 8.5' 4' EXISTING OUTLET BAFFLE PROPOSED DB-3 ••. •., DISTRIBUTION BOX L EFFECTIVE LENGTH = 25' EL. 103.33 INV. 102.40 INV. ELEV.= 100.5 PROPOSED 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON ���� �F '�ss9 BREAKOUT OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL, OR EQUAL D R Y, R �` TOP CONC. ELEV.= 101 .5 ELEV.= 101 .50 11�0 INV. ELEV.= 100.5 �® ®® ® ®®®® . NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING ��cO ®®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION ®®®®®®® MNITAR0p BOTTOM EL.= 98.50 2) TANK AND D-BOX SHALL BE SET LEVEL AND j 3.75' 5 FT. 3.75' TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15221(2) SEPARATION 5.40 FT. EFFECTIVE WIDTH = 12.5' 3) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE I SOIL ABSORPTION SYSTEM (SECTION) GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 93.10 (500 GALLON LEACH CHAMBER) GENERAL NOTES: DESIGN CRITERIA : 14661 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P# NUMBER OF BEDROOMS: 3 BEDROOOM BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: APRIL 23, 2015 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLEO PRIOR WITNESS: DAVID STANTON, BARNSTABLE B.O.H. DAILY FLOW: 110 G.P.D. X 3 BR DESIGN FLOW: 330 G.P.D. = TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE GARBAGE GRINDER: NO (not designed for garbage grinder) DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SEPTIC TANK: 330 gpd x 2009e = 660 gpd, USE NEW 1,500 GAL. SEPTIC TANK Elev. TP-1 Depth E1ev. TP-2 Depth FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN -- ENGINEER BEFORE CONSTRUCTION CONTINUES. 104.10 0" 104.10 0" (330) = 445.94 S.F. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FILL FILL LEACHING AREA- REQUIRED: 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 102.94 14" 103.10 12" .74 HEATH FOR CONTRACTORPROPER INSPECTIONS DURING CONSTR OR OWNER TO NOTIFY THE TOIARD OF B LOAMY SAND B LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' 1oYR s/s 1oYR s/s STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 100.60 C 42" 100.77 C 40" 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. BOTTOM AREA: 25 x 12.5= 312.5 SF i 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE MEDIUM SAND MEDIUM SAND SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PERC ® EL. 99.1 2.5Y 6/4 2.SY 6/4 CONSTRUCTION. TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REORD 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. � DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY y PROPOSED SEPTIC SYSTEM UPGRADE PLAN Alk AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 93.10 132" 93.10 132" 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 180 C I N D E R E L LA TERRACE, M. MILLS, MA 14, NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. f.�, 15. ALL PIPING TO BE 4" SCH 40 ® 1/8"/Fi (UNLESS SPECIFIED) PERC RATE <2 MIN/IN. ("C2" HORIZON) Prepared for: Garneau Prince NO GROUNDWATER OBSERVED Engineering and Survey by: SCALE DRAWN DATE 16. PROPOSED LEACHING MEETS SETBACK REQUIREMENTS TO CATCH BASIN. MEYER PER TOWN ENGINEER, THERE IS NO RECORD OF ANY DRAINAGE EASEMENTS. • 1, Darren M. Meyer, R.S., CSE, hereby certify that 1 am currently approved by MADEP pursuant to 310 CMR 15.017 OX SONS,INC. N.T.S. DMM 04/23/15 PO B to conduct soil evaluations and that the above analysis has been performed by me consistent with the BOX 981 REV DATE: requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. EASTSANDwICH,MA02537 CHECKED SHEET NO. 50,W-2922 05/01/15 DMM 2 0f 2 i T TT- DI ST ! *I a J 11 C.I. �LJ BOX n , .}. � � e f J l 1000 1000— GAL. GAL PRECAST OR SEPTIC ( 6 oA BLOCK r TANK ° . • SEEPAGE PIT 2 0' M I N I M u M FOUNDATION WASHED STONE ELEVATION SKETCH /o/k 73 31 TOP off' S q r ra ..'' �� •,„,�, ..w. �.. ...�...,a... ./ .ter' .3�- '*�1 Orr �, ,_,.,�....`•"'�,. .__..___ ,_,.... _ .,...- ' 400, To •i i a ` to1 v 44 i 3 <•VO -;44;IeALI,*4 AN q,,e1rsr,C42)ke /0 4,04-/40'f9 33ca . ,d4 7Wi V1-r0-t-j c- ' '�� �6 L i,. ....e+.!'">r�``>.v'f✓�id( �� s:;dF:rS f..7.,3,+qiG4 a�.'3 �C?�, ,fi7 a�i,.`s?./�}�C.,iSC t'�".J� 'f�' f . ((t t p� I r ` f t ttt� I I I ! 9OIL L09 EL. E VAT 10N SCHEDULE PROPOSEDSITE I�L AID r,, all ' - � At J . SEWAGE SYSTEM DESIGN 2 i NV INTO SEF' ,- "ANK con44�� 'Si4wirl, 3 i N V G i✓T: 0 v SEPTIC TANK -raz 4 IN` ''.T G STRIBUTION BOX SCALE 20 ' �1!#"�1 19� ' 5 I N`1 BUT )F �!STRIBUTION BOX = ` i CAPE. C)D SURVEY CONSULTANTS P i R C. RATE , " 6 INV N`r;�, SEEPAGE P-iT p n i'T E 132 TEST BY. --e rr Y3`ia +fi"_ ...__. 7 BO??OM OF PiT HYANN S, MASS TOWN INSPECTOR � ♦ oivisEoN ens'roti iuAvev coNsuL*Ar.ra, !Nc q BACKNOE OPERATOR F EST MADE 8 BOTTOM OF STONE LAYER