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HomeMy WebLinkAbout0151 DOLPHIN LANE - Health 151",Dolphin`Lane'' :r A�="286'- 186 . -I Hyannis I I I o it 11' f • � � 36 �l .Gown of BAmstalble P# Department of Regulatory Services Public Health I)ivis IOII Date 200 Main Street.Hyannis MA 02601 R � Date Scheduled � I v Time I`- Fee Pd. Soil Suitability Assessmnent fog S L* e'Disposar Performed By: t ) V f"- � ,' `�M"r Witnessed By: i LOCATION & GENERAL INFORMATION Location Address• Owner's Name (JA 1 '(�/�_ . �S I IDD1.,�OW O . LL- .. 1 Address I ST y �iS I rJ A-1-z U4- Engineer's Name Assessor's MaP/ $cl: DQ L .Y .✓� i��Q 3GO - 331-1- NEW CONSTRUt�I'ION REPAIR ,l Telephone# Land Use I�F�� �� V Slopes(4'0) t Surface Stones NNW Distances from: Open Water Body 200 ft Possible Wee Area ;;;0 2v0 ft Drinking Water Well >�rn ft i Drainage Way ft Property Line `� ft Other ft - i i SKETCH:(street name,dimensioEis'of lot.exact locations of test holes&perc tests,locate wetlands in proximity to holes) N83'35'40"W 170.00 40 FENCE �p.0 I.500 GKL PARCEL PROP. TNT 268/ ' SEPfIC Door s.F. W 125' r P PRGFZ 10 � - 3 - O o N Mic. 0 23.9212— •\I 0 . Frt doh,. , W J01 o 5�(CP ,.00 40.0 U - / • to.00 N83'35'40'W • UPO, P-CEI 10: PPRC£Mg' . t I F - N�gi Parent material(geologic) L—�- kS� Depth t0 Bedrock I Wee ing from Pit Face 04 Depth to Groundw*r. Standing Water in Hole:' lf� i — p -- Estimated Seasonaltl-L'gh Groundwater DETERMINATION FOR SEAS OZ AL HIGH WATER TAtLE Method Used: I ln. Depth Obperved standingpn obs.hole: in. Depth to SGII mottles: Depth toiweeping from side of obs.hole: i in. Groundwater Adjustment tt. A .ladtor � Adj.Groundwater I.evel.,,.,e, Index Well#_,— Reading Date Index Well level dl j PERCOLATION TEST . Wte T49C Observation / I Time at 9" Hole# s i 2'eJ�of 'tI Time at G" .....----- Depth of Pere ✓` Time(9"-6") Start Pre-soak Time.@ I O � I t End Pre-soak ! - Rate MinJInch y Site Suitability Asse sment Site Passed X Site Failed; Additional Testing Needed(Y/N) Original:.Public k.-1alth Division Observation Hole Data To Be Completed on Back— ***If percola>�ion test is to be conducted within 100' of wetland,;you must first notify the rior to beginning. Barnstable Conservation Di-,zsion at least one (I)week p 3 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 D A tokn4 54vid Lbylt 1/1 �d - 3 fpa�► G-nd 1 �-�l • 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) 4 rl N b . 3y'=t7,4'' DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel DEEP OBSERVATION HOLE LOG Hole# A Depth from Soil Horizon Soil Texture Soil Color $oil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Consistency. ra I t Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No J Yes. Within 100 year flood boundary No v Yes Depth of Naturally.Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? W If not, what is the depth of naturally occurring pervious material? Certification �O �q I certify that on 11 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was',performed by me consistent with the required ning,expertise and experience described in 3:10 CMR 15.017. Signature j Date Q:\,SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION /S/�o�DLiiq Ll9H9 SEWAGE# 2 0/44 " Qg VILLAGE s'I/ ASSESSOR'S MAP&PARCEL 2t,19- 19 INSTALLERS NAME&PHONE NO. SD 8-Z/20 - 0--- SEPTIC TANK CAPACITY /sD0 LEACHING FACILITY:(type) 2;S'40�1, ,6�-rs (size) NO.OF BEDROOMS OWNER PERMIT DATE: G- 7 Z COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) —�� Feet FURNISHED BYG2~���''� G� .-- .� � -� � o - n ^� �� �---_ ;� -`�� o � � o � � �• n � „he r � n • ,, No.aQ R " � •v „b Fee I V: - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplitation for Disposal *pstrm Construction permit Application for a Permit to Construct(ram Repair(e-)—ETpgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./5/ �OL�pGj/jry L.�Hr Owner's Name,Address,and Tel.No. P~,e414 �,rv-i c kk Assessor's Map/Parcel 2G$-/S6 f� �s9`!/S r L44 yw Installer's Name,Address,and Tel.No.5-07-zleO-9738 Designer's Name,Address,and T .No.s p$_ ��2- Q 9Q'2 ✓osh D�i3r�©s �ryr r sofs. r/vc s0flolf-c 4W .vd'S G•9s !�J /l to w� Type of Building: Dwelling No.of Bedrooms 3 Lot Size (( , �d�+ sq.ft. Garbage Grinder( ) Other Type of Building 6 i yw Q, � ,c(j4 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank (�OD Type of S.A.S. � jC _ - "a- do &wt Description of Soil _ ., Skit y�Ci� Nature of Repairs or Alterations(Answer when applicable) ST�I� / !7U �^ !. S' T�'/r �Lstlil�c /Vi=ui A2- X- eU (�a Z Lim&�A 4Ay_f ,hi,� cy` q '.S'roAy- 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 Date ­7 �. Application Approved by L'! — Date Application Disapproved by Date for the following reasons Permit No. a-� a®p Date Issued — 3- - - ------------------ - QoVallo d� 4 ,..T,.;,��,'x3 Fee 0V. f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Rppiication for Misposal 6pstetn construction Permit Application for a Permit to Construct(`)� Repair(4)-+Jpgrade( ) Abando.(c`) ❑Complete System ❑Individual Components Location Address or Lot No. Z.41-lx5 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 26,- /86 t '1qt Installer's Name,Address,and Tel. Designer's Name,Address,and TA No.ro g_fG 2- Q 922 ✓o.s�/rd� ,per �3��^vos ;`� r�r �r rI^ >=, o L' Yy S ems. �.ve s9rl�f/ZO-f /� scr�S lGH> !� ��S •a /a �Gv/ a Type of Building: Dwelling No.of Bedrooms',,/ 3 Lot Size 00 + sq.ft. Garbage Grinder( ) .y Other Type of Building 6 1 vv�( ` 114 No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' Design Flow(min.required) gpd i 'Design flow,provided i ! gpd .t ! f Plan Date Number of sheets J Revision Date Title // r Size of Septic Tank (700 r '' Type of S.A.S, �� `7 - a 0o �-S �� C �,�tLt Description of Soil y\,2A, - E f Nature of Repairs or Alterations(Answer when applicable) Date last inspected: k 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 / ,,� Date Application Approved by Ij Date Application Disapproved by Date for'the following reasons Permit No. e�O(a a. 15 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( L) Repaired( y Upgraded Abandoned( )by ,!4 s rfiod, r/), 4d at /S/ 017Z6 2,#A� /)V,2t ly/s has been constructed in�cco dance { with the provisions of Title 5 and the for Disposal System Construction Permit No t , � dated Installer J�pgkl, Designer #bedrooms Approved design flow gpd The issuance of this permit shall n6t be 7'nstrued as a guarantee that the system wi notion as designed. / 09 / Date Inspector /i l ' ( !7' r� ✓ /p� J ----- - --- - --- - : - •. - ------ -- - No. 020 (a1.— C) Fee 17 . THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS XDisposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( 4-) Upgrade Abandon( ) System located at /�/ CJ�,Ld�j i Zgn,,- i H 4; 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. d Provided:Construction ust be completed within three years of the date of this permit. ti Date / Approved by,' Y .0 Lk Town of]Barnstable flpVE Qn Regulatory Services Thomas F. Geiler,Director • mmgrnHm 9�A IMAn �,� Public Health Division �639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 503-362-4644 Fax: 503-790-6304 Installer & Designer Certification Form . Date: LO Sewage Permit# Assessor's Map\Parcel l'`09 a Designer: tt4 e,,, �PJi)'t$ 1/0L- Installer: Ai Address: P 0D(91 / Address: . fftrj10w 1 44 I�V 0937 On 2 LQ- AUVI-­� was issued a permit to install a /(date) '(Installer) septic system.at 151 . NLVJhP b"s, based on a design drawn by (address) 14eVe4j &),il 1yG, dated (designer) XI 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 andlor septic tank. 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. OF, Mgss9� DAR N yG nstaller Si-nature N 1 t - '�FGISTE � 1 SANI TAR\P� (Designer's Signature) (Affix Designer's Stamp 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. Q:Health/Septic/Designer Certification Form 3-Z6-04:1doc TOWN OF BARNSTABLE s LOCATION I'7�I ��' l�,(' w SEWAGE # Q— � 0 VILLAGE '` �'�� i�0`- ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. � SEPTIC TANK CAPACITY ` LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIV TE,WELL OR PilRi Tr• arsTRB BUILDER OR OWNER OJn a -Hd, DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ,- _ - r 'r t. ;�.. �`^�. t• _ � ... • � f� � �� r � �. � ,,,.�.. �� _ � � ®� �� �. w a � --� . .^_. No.....fo.-. J. Fps.... .Q.....-._ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiun for Diupuuul Workii Totutrurtiun ramit Application is hereby made for a Permit to Construct ( ) or Repair (—<an Individual Sewage Disposal System at: ------------------- ..................kj;-f'aaa....................................................... Location-Address or Lot No. Ownez A ress W C�(�51�----�--.1�-�5•`. ..................... .•-----------.__� U__7twK........ ... . ._ --- .� a " Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bed rooms............................................Expansion Attic ( ) Garbage Grinder ( ) 44 Other—Type of Building ............................ No. of persons___.-__-_-__-____--_._______ Showers ( ) — Cafeteria ( ) a Other Aritures -•--•--••------ -----••-•-••--- . W Design Flow......:5? ...............................gallons per person per day. Total daily flow....753.d........................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-----Jd........ Depth below inlet....6.._......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f14 Test Pit No. 2................minutes'per inch Depth of Test Pit.................... Depth to ground water_--____-_______--..__-_- ,:4 --------•--------------------------•----••-•----....----...--••-••-•---••-•--•--••-......•-•--............................................................... 0 Description of Soil......................................................................................................................................................................... ---------------------------------------------------------------------------------------------------------------------------------------•--. ----•-......---•----------------.:.. i U Nature of Repairs or Alterations—Answer when applicable_.;;;�SrLS=1_. ` ____.�1. _.. .. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by the board of health. Signed -.. - - .......&�cW -------------------- ,e�r✓ Dare Application Approved By .. � V ---���---------------------------------------------------------------------- - e"'�lJ..... ..-.Dace -- --- ...-. Application Disapproved for the following reasons- ................................................................................................--------- -------------------------- --- ---------- ----------- ----- ---------------------------------------------------------------------------------------------------------------.................................................... --------------------------------------- a Date PermitNo- ------------------------------------------------------------------- Issued ----- ---- ---.--- ----.---------.---....----------------. Date No----/ .- / Fps......... ... THE COMMONWEALTH-OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE " Appfiratinn for Disposal Works Ton.strnr#inn ramit Application is hereby made for a Permit to Construct ( ) or Repair (--a.n Individual, Sewage Disposal System at: �� ~�'f! /`� r .............f ._ 1. :s t«, - -..................... -------------------��i•j_-c'-t'_Lx-...................................................... .LLoca ipn-Addre sfl p/r.( or Lot No. ........... . ...................... .......... ...... --------- a `I......... t'Owner,, Address a Ak c y "c111. C . Installer Address d Type of Building Size Lot___---__•_---._--_---•---_--Sq. feet V? Dwellin --N6. of Bedrooms.................................. -------Ex anion Attic Garbage Grinder p-1 Other—Type of Building _____________________.....___ No. of persons............................ Showers ( ) — Cafeteria ( ) Othertares ................,------------------------------ -------------!;....=------."`---.......--------- W Design Flow_______ _________________________ __gallons per person per day-Total daily flow___..' _ ._f------ _ '___ ___gallons. It W Septic Tank—Liquid*capacity-_------____gallons Length------------ Width................ Diameter___'Y_3.'t___ D{epth................ x Disposal Trench=No..................... Width....:=f::-:..... Total Length-----_......._....._ Total leaching area__--_-_.-__--- -__sq. ft. Seepage Pit No __.. Diameter--____-/,0_....... Depth below�inlet.....6........... 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........................ fi, Test Pit No. 2................minutes per inch Depth of TesPit.................... Depth to ground water........................ a ----------------------------------------------------------- ................................ ......................................................... 0 Description of Soil....................................................................... n ............ f r�l ------------------------•--------------------------••---------•-•-•--------------------`�----------------L-------__................_......----- - .............__..:......... �.�. U Nature of Repairs or Alterations—Answer when S'T rye__ ,G _ _ _ s �_. . -_5 ���!— 2- Agreement: .- l j- �,1'c�) 7 l a The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The-undersigned further-agrees not_ to place the system in operation until a Certificate of Compliance hasfben issued by the koard of health. N Signed ✓. :.:- =' �j /� �f "Dat `jC7 e-- .-..-..- Application Approved B t.-/'�' Application Disapproved for the following.rearbnr: ...... - ................. ------- -------------- ---------- -_ -�-- . PermitNo. ........................... ------------------------- Issued ..............-y---�--�-----y------------- --------...-------- Dw THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH O TOWN F BARNSTABLE O Ce>r#tftratr of Tom Itttnre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( )or Repaired by------------------------------------ ---4A-P-(Z1 JAY4 P---,5r.OOTTC.._---------------------------------.- --.----------------------------------------...---;'-..._------ Installer 1 at C G1-sr- L��- Ot2 - ------------------------------------------ . . f ." has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. --_9-Q---.- --3"-- )-..-....!, dated ; - ---i,._-----. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST U D AS A G ARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. \ DATE - �`�(jC ...................................................----------------------- Inspector - - - L ` .y THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No...�G....... .....a.5 y.. FEE._ 1---. ...... Dislinfial Vqrkii Tonntrnrtinn frrmit Permission is hereby granted........6--A.12F. _6.N .-- ........................................................................ to Construct ( or Re air ( Individual Sewage Dis osal System atNo............... -----. .2a.�. �`i1' ---------.. ............................................................... et as shown on the application for Disposal Works Construction Permit No?,O.:7.57 ._ Dated.......................................... --- - ............................. oard of Health DATE------------------------------------------------= FORM 3s5oa HOBBS&WARREN.INC..PUBLISHERS HYANNIS PARCEL IO: 268/210 PARCEL ID: ST,Q 268/007 o FFT I v = TO� Cr LOCUS 7�T ------------- w 151--- N83-35'40"y40. DOLPHIN a f 1V 110.00 LANE 40.8j i ! N PROP. 1 ,500 GAL `i SEPTIC TANK ' CRAIGVILLE BEACH RD. PARCEL ID: rn 268/186 ,� LOCUS MAP = O AREA 11,E 0tS.F. 0 40.0 'r LOCUS INFORMATION PARCEL ID: 10"0040.4 ' PLAN REF: 139/11-2 268/005 12 5, TITLE REF: 9901/088 w DECK i;,/ /' ///// ___ PARCEL ID: MAP 268 PAR. 186 p �� ZONING: "RB" - FLOOD ZONE: "C" TH— ! r' ' O COMMUNITY PANEL: 250001-0008—D DATED:07/02/92 Al --� SEPTIC SYSTEM rH— o #151 REPAIR PLAN ' -- - � z o O /, TOF=42.22 �2" /: LOCATED AT: CN 2392' Aj 151 DOLPHIN LANE c0 PIT ` 2p // :, . / r` Wd` o z �6,, , i�, , _1 HYANNIS MA. - 1i 0 4 6 PREPARED FOR 101, �M; %%�% a �, ���, o ' PAMELA H . PATRICK Ex15t. Cesspools ___---_ , 10"P CORNER BOT. -- _ \ W, Z (see note 10) 40.4 STEP=41.00 - --- ______� � .�� � JUNE 25, 2012 40.0 __ -- 14-2 -- -- __--�-----FENCE --- -------- --�=-__-- �' ��� MAs I PARCEL ID: - ---� ------- OF --- - - ---- - - 268/209 N83'35 40 .W - D N ' 110.00 \J � 1140 G/STE�`� I PARCEL ID: NITAR\a� I 268/006 UPOLE I tt`a► ' 4 MEYER & SONS, INC. GRAPHIC SCALE ' P.O. BOX 981 20 0 10 20 40 86 EAST SANDWICH, MA. 02537 I mi IIII immL— j (508)362-2922 ( IN FEET ) 1 inch = 20 ft. SHEET 1 OF 2 J 1442 E ELEV. TOP FOUNDATION NOTE: BRING ALL COVERS TO W/IN 6" GRADE WITH RISERS OVER ALL(COMPONENTS ,r (Existing) FINISHED GRADE (40.70) = 42.22 F.G.EL: 41.0 F.G.EL: 40.8 F.G. EL: 40.70 A MAINTAIN 2% MIN SLOPE OVER LEACHING AREA :i v 4: 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" • . STONE OR FILTER FABRIC DOUBLE WASHED STONE A -71 6' T 4" SCH 40 PVC to I 14" 6 S= 1%' MIN. ®®®®®®®®®®® a' TEE'S ARE TO BE INV.38.30 a ( ' ) ®®®®®®®®®®® :r 4' SCH 40 -PVC 2 EFF. DEPTH ®®®®®®®®®®® INV.38.40 I INV.38.10 4' 2 X 8.5' 4' GAS PROPOSED DB-3 EXISTING OUTLET BAFFLE INV. 38.89 � '' •' - ''- ' � ' � � DISTRIBUTION BOX . EFFECTIVE LENGTH = 25' INV. 38.65 ! INV. ELEV.= 3710 PROPOSED 1,500 GALLON SEPTIC TANK GAS BAFFLE TO BE INSTALLED ON � ofss9cy BREAKOUT OUTLET TEE AS MANUFACTURED BY D ELEV.= 38.80 TUF-TITE, ZABEL, OR EQUAL V TOP CONC. ELEV.= 38.80 INV. ELEV.= 37.8 E3 E3 n ®® NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING fla E3 E3 E3®®® . PIPE INVERTS PRIOR TO CONSTRUCTION O ®®®®®®® .STEW ®®®®®®® 2 TANK AND D-BOX SHALL BE SET LEVEL AND N ®®®®®®® TRUE TO GRADE ON A MECHANICALLY COMPACTED �NITAR�a � BOTTOM EL. 35.80 3.75' 5 FT.. 3,75' SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) i SEPARATION 5.60 FT. EFFECTIVE WIDTH = 12.5' 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM SECTION 3) PLACE MAGNETIC TAPE OVER ALL COVERS. BOTTOM OF TESTHOLE EL: 30.2 _ ( ) (500 GALLON LEACH CHAMBER) GENERAL NOTES: SOIL LOGS DESIGN CRITERIA 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL P#: 13681 BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 3 BEDROOOM 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. DATE: JUNE 18, 2012 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. DESIGN ENGINEER. WITNESS: DONALD DESMARAIS, BARNSTABLE B.O.H. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING GARBAGE GRINDER: NO (not designed for garbage grinder) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. TP-1 Depth SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROP. 1,500 GAL. SEPTIC TANK 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. Elev. TP-1 Depth Elev. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 40.70 A 0" 40.70 0" (330) = 445.94 S.F. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND A LOAMY SAND LEACHING AREA REQUIRED: HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 40.37 1OYR 3/1 4" 40.28 1OYR 3 1 5" .74 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. B f B 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED LOAMY SAND LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 10YR 6/6 ' 37 87 C 10YR 6/s 34„ STONE ON SIDES & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 37.87 C 34" BOTTOM AREA: 25 x 12.5= 312.5 SF r't THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF I 10. EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. MEDIUM MEDIUM I REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5 SPECIFICATIONS. PERC O EL. 36.25 SAND SAND TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D 2.5Y 6/6 2.5Y 6/6 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd ' 12' ND IS OTLAN S TO TO BEE USED FOR CONSDE CONSIDERED SEPTIC PROPERTYLINE USUORVEY ONLY PROPOSED SEPTIC SYSTEM UPGRADE PLAN 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 30.20 126" 30.20 126" 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 151 DOLPHIN LANE, HYAN N I S, MA 15. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED) PERC RATE <2 MIN/IN. (Cl" HORIZON) Prepared for: Patrick 16. PROPERTY IS IN ZONE II/GROUNDWATER PROTECTION AREA. NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved b MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. .VecDo a!! Stwve N.T.S.ey r h r pw r P Poeoxsef "s � DMM to conduct soil evaluations and that the above analysis his been performed by me consistent with the (508) 419-1086 DATE requirements of 310 CMR 15.017. I further certify that I,have passed the Soil Evol. Exam in October, 1999. EASTSANDW/CH,MA02537 CHECKED SHEET NO. 50"622922 06/26/12 DM M 2 of 2