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HomeMy WebLinkAbout1499 MARY DUNN ROAD - Health 1499.Mary Dunn Road Cl Barnstable A 33'S 007 a I 'I / TOWN OF BARNST LE L �TION +7 �� AJ'� 2� O °✓1 , — EWAGE#� DE 1 G ASSESSOR'S MAP&PARCEL INSTALLER' AME&PHONE NO.(f O J 5�6-9- , C (7 i 3 SEPTIC TANK CAPACITY 1500 LEACHING FACILITY:(type) 2 6j A llu-k C�(iKbt4size) i NO.OF BEDROOMS 3 OWNERe,W/10 tom'e PERMIT DATE: IGC /2 COMPLIANCE DATE: a 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 BY VI 32 3 : 3 -0-- /q9l MGll nuVPl No. C `y 3 W_ Fee I �O - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, ASSACHUSETTS YeS Zipphracfgn r Die sal *pstrm Constr tion permit Application for a Permit to Con ( ) Repair Upgrade( ) Abandon( ) Comp s tlete System ❑Individual Components Location Address or Lot No. ® 3 33-b07 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /�Yy t 1�jv-� ►^� 00)110 0 I I r/(f1 Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No. r ' Sod �9 6 9�`6 ' Type of Building: r Dwelling No.of Bedrooms f Lot Size `Z sq.ft. Garbage Grinder( ) Other Type of Building ��c �l t l C No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3 3 b gpd Design flow provided 3S 2 gpd Plan Date �J aG Number of sheets 12, Revision Date Title Size of Septic Tank /,�i CJ© Type of S.A.S. '� Sod <�W l lck_. C 6 V1..,, 1Cr Description of Soil gdgyt,, CL V-L t4S LS Z H L u Nature of Repairs or Alterations(Answer when applicable) Y I L S �S-F C'�., u +�✓ 1�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 He th. Signed i Date Application Approved by Date l Application Disapproved by Date for the following reasons Permit No. a O i A-1 Date Issued 10 / iZ 1 I 6 ,� ° Fee oo. No. �� �. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zfpplicatian tf r Misp6sai *pstern Cons 70mplete Ltion Permit UHAv) Application for a Permit to Cons�t`itct( ) Repair jupgrade( );Abandon( ) [ System ❑Individual Components Location Address or Lot No. GUl4a.14 L0 J?, 35,00'� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel /7 7 IV Ar 6(;., 1"4) PkII)lIg V 1 I kjn q*t0 Installer's Name,Address,and Tel.No. 1,0a l l6 Designer's Name,Address,and Tel.No. r 4,5 Survey C�Ct^1/✓- 1� �2563 Type of Building: /1 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 1 J t,,o/l i t C No.of Persons 2 Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) 3 gpd Design flow provided 3_5 2 gpd_, . Plan Date 2G Number of sheets 2- Revision Date Title Size of Septic Tank / ,5j OCU Type of S.A.S. 2 .Soo C G r Description of Soil ��ey Gt-r�1�� S/r" � fit. ,�.�(j daq Nature of Repairs or Alterations(Answer when applicable) �4 5 y S 4_C_LAI U p e �✓�b t:, Date last inspected: �I Agreement: _ The undersigned agrees to ensure the construction,&d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envir Code n�nnot to place`the•system�m�op'e-r?tion until a Certificate of Compliance has been issued by this Board o He h. Signed Date fO / '2 /6 Application Approved by C- Date Application Disapproved by Date for the following reasons Permit No. Q 0 1(p Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )b <. y ,�_v�" j �.< at L/ n �._ t) / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �'�b dated Installer , 6),;,., v,t,6 �;M, Designer #bedrooms 7 Approved de ' floM- The �(/ gpd issuance of this p rmit shall not be construed as a guarantee that the system w`l fun as desiigned. Date t) } S 16 Inspector ��_ ----------------------------//------------------------------------------------------------------------------------------------------------- No. 1 l '), Fee ( � i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstrm Construction Vninit Permission is hereby granted to Construct( ) Repair( ) Upgrade( y� 'Abandon( ) System located at ( � C � CJy�� � (A✓nS =.�iJt<_. 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 completed within three years of the date of this permit. " Date �� / ��' 1 ( � Approved by 1 Town of Barnstable, ��tHE r Regulatory Services °* Richard V. Scali, Director BMA RMNPublic Health Division i639• ,0� '°TEo► " Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 0-2f-lG X Sewage Permit# ?r01 IVL Assessor's Map/Parcel N3JC1 r Installer& Designer Certification Form Designer: �14 4S 1.74//2t/ Installer: ��al'T3x<=QPr/r— Address: Address: V4n/ tS774,t/ X On fG J was issued a permit to install a (date) ('installer) septic system at 1iP4y Vkl,"l based on a design drawn by (address) dated c5w1°r Zo 0016 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical 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. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed i liance with the terms of the I/A approval letters (if applicable). iH of 4f, DAVID cyN U D. (Inl aller's Signature FLAHERIY,JR. No. 1211 0 �C/STERN SgNITAR\P� esigner'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. gAofce formsWesignercertification form.doc Town of Barnstable P# Department of Regulatory Services I entwan�nt�a B Public Health Division Date a h MASS 1'e19• 200 Main Street,Hyannis MA 0260145 �I o nUN" N I W Date Scheduled Tim ( � — "= '"�'�'✓ e Fee Pd.__ ( 00 Soil Suitability Assessment for Sew � e Disposa y W � �o � /Qco Pedormcd:By: Witnessed By: �v� (/ �/`'- J �" - ,/`i. LOCATION&.G NERAL INFORMATION Location Address q.9 Owner's Name ^ ���/r►�tM U,,,� Address i q ICI�K y�vQl � Assessor's Map/Parcel: Engineer's Name GQ�S ✓2(/CYl��—. NEW CONSTRUCTION R PAIR Telophbne# ' S2 vr� 6� Land Use Slopes(%) 0 Surface Stones n Distances from: open Water Body AA ft Possible WetArca CS ft- Drinking Water Well ""tly�dd ��7 C ' ; Dralhage Way i�✓ ft Property Llde /.5 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of teat holes&part casts,locate wetlands inn proximity to holes) . 07T K 4-q : 1D I Mt p d/ , / rent material(geologic) ��j� Depth to Bedrockwv Depth to Groundwater. Stanc�ing n Hole:. Weeping from Pit Face Bstimated Seasonal High Oroundwater r/ ` • ,DETERMINATION FOR SEASONAL'HIGH WATER TABLE v tj Mcthod Used:, V Depth Observed standing in obs.hole: In, Depth to Boll mottles: n De�th to ecping from side of ob hole: In, arnundwater A Ustment tt, Index We Reading Dato:,� Index Well lovol AdI,fhetbr Adj.aroundwater•l oval 17 PERCOLATION TEST Ugte 71�ltnr Observation / C Hole# `(�� Time at 4" • Depth of Pero Tlmo at 6" Start Pro-soak Time @ Time W-6") End Pro-soakY415 /Z z /,a) Rate Min./Inch Site Suitability Assessment: Site Passed L _^ Sito Palled: 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 Conselt'vation Division at least one (1) week prior to beginning. Q NSEPTIMERCFORM.DOC DEEROBSERVATION HOLE LOG Hole# Depth from Sall Horizon Soil Texture Shcl Color Sall• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%'Gravall 711 < e DEEP OBSERVATI N HOLE LOG Hole# Z- Depth from Sall Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. -./2 S /aY,� d g Jt go" oG G �a i9z c 0- (Y z•s/d 6 d r vUn y 1:29" . WWf DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sall Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. consistenay, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Sall Color Hall Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, t Flood Insurance Rate Map: Above 500 year flood boundary No— Yes 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 porviopp material exist in all areas observed thrpughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? .. Certification e r. , . ��S a I certify that on y. (date xamination approved by the )I have passed the soil evaluator Department.of Environmental Protection and that the above analysis was performed by me consistent with . the required trainin Be and ex erle a ed In 10 CMR 15.017. Signature - �- Date 9'9-ZZW4� Q;WBPTIC\P;RCPORM.DOC down cape engineering, inc. SIEVE SOILS ANALYSIS 1499 MARY DUNN ROAD CUMMAQUID, MA DATE OF REPORT: 9/21/16 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 1499 Mary Dunn Road, Cummaquid LOCATION: EAS Survey Test Hole SIEVE ANALYSIS Weight Sample(Grams): 113.9 SIZE :WEIGHT RETAINED ; % RETAINED % PASSED J (sum ) --------------•-------------------------y---------------------•----------------•- 1" ------------------------------------------------ . 0.0: 0.0%: 100.0% --------------L--------------------------a---------------------�------------------ 1/2" 0.0: 0.0%; 100.0 o o% ------------- ---------------------------•---------------------------------------- 0.0: 0.0%: 100.0% ------------- --------------------------Y----------------------------------------- #4 0.0; 0.0%: 100.0% -----------------------------------------b---------------------•----------- #10 5.5; 4.8%: 95.26io -----------------------------------------•---------------------•------------------ #20 12.5: 11.0% 89.0% ------------- ------------------------ -=----------------.9 ---- - #40 31.8: 27.9%: 72.1 •-------------1---------------------- 5- ..Y---------------------f.....------....... #50 59.8; 52.5%; 47.5% #80 97.3: 85.4%: 14.6% #100 103.1: 90.5% 9.5% -------------� - - - - h--------------------- ------------------ #200 110.8: 97.3%: 2.7% ------------- ------------------------- ----------------------------------------- PAN: 112.8: 100.0%: 0.0% ------------- ------------------------------------------------------------------- SAMPLE: . ; 113.9: NOTE:TEST ON PASSING#4 ONLY, 3.6% RETAINED ON #4<45% O.K. RESULTS: - SOIL CLASSIFIED AS AASHTO A-3 (FINE SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE #4 100% (TEST ONLY MATERIAL PASSING#4) OK #5010%-100% OK #100 0%-20% OK #200 0%-5% OK SAMPLE MEETS TITLE 5 FILL SPECIFICATION >97%SAND RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINAN. MATERIAL (0.74 GPM/SF) NONCOMPACTED SOIL DESCRIPTION: FINE SAND ��I"OFQ480, S DANIELA. �s o OJALA CIVIL N No. 50 ,'L 1' ,u ��ss ONAL ECG Invoice DOWN CAPE ENGINEERING, INC. I 939 Main Street Date Invoice# dce Yarmouthport, MA 02675 9/20/2016 13569 508-362-4541 I Bill To DCE Job#+Job Location Ed Stone 1499 Mary Dunn EAS Survey,Inc. Cummaquid 141 Route 6A P.O.Box 1729 Sandwich,MA 02563 Description Amount Sieve Soils Analysis 125.00 Thank you for your business! Total $125.00 A finance charge will be added to all bills 30 days past due. The rate is 1.5%per month based on an annual percentage rate of 18%. -VISA&MASTERCARD ACCEPTED- 1 , No.......� ..... Flz$........l..U.....-...� ' THE COMMONWEALTH OF MASSACHUSETTS xJ� BOARD Or HEALTH w f o. ................ OF......../Jk ,�T196« G Applira#inn -for Di-A ooat 10orkfi C inui#rurtion Pprinit / Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: o?00 rf ds u.IVIV `eo/4d- / - -------� ----------- ----------------------..................................................... &1k_A 7- K ` Lo tion-Address or Lot No. --::---- �L' O. aY.1 °� ----------------------------- --------C-�' owner Address av� '4°�-� ............................................. --- � 1 a-r X s ------------------------------ Installer Address d Type of Building Size -------Sq. feet U Dwelling—No. of Bedrooms.----.--..-- -------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building -_----_-.--_______________ No. of persons------- --------------- Showers Cafeteria ( ) a' Other fi.xty;es ------------------------------------------------------ W Design Flow............. ____________________________gallons per person per day. Total daily flow............................_----------..-..gallons. WSeptic Tank—Liquid capacitv--f-d-00gallons 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. It. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by------------------------------------------------------------------------- Date--------------------------------------.. a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water-..---.------.----.----. f� Test Pit No. 2................minutes per inch Depth of Test Pit._________--___.___- Depth to ground water-----._--__--_-.-_---.-. P' ----------------------- ---•------------•-....•-------------•----------•---------------•-----•------.......................................................... 0 Description of Soil------.---------------------------------- v ---.._.. DEST'.L.. Lc..-- �-r--��-'--�•.f�. u; C h Lt- CIA t -G� DE�7`h =/g�- - U. ------T------------------------------------•------------•----------------------- V Nature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------- ------------------------------------------------------ ----. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by h bo of health. Signed �/'� ------------------------- ----4�4te a -7 ----- -- ------------- �' / a Application Approved By---.... �C Date Application Disapproved for the following reasons------------------------•-------•----•--------•-•----•-••----------•-------..................................... -----------------------•-------------------------------------------------------------------•-------------------------------------------•---•-------------•----------------------------------------..---- -Date Permit No. /- ........................................ Issued..... =-j - ' ... Date � -- ------ -- - Z/ .1,6.1........ Fss.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...... . ............OF..........................I........-. ...._........_..--.. ,� �alirttti r� for Uhipmal Workfi Tonstrurtilan Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: _._... L tion-Address or Lot �•�� �J'r � �- aAw� -_--------------------------- ------(y �j tro-------d r �S A '�e __ ------'---------------- _S:4WI-���� .455-------------------..----------Installer Ass U Type of Building Size Low.4f... feet Dwelling—No. of Bedrooms_.........J-----..........------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ .No. of persons------sAv______---_----- Showers,,(r .). — Cafeteria WDesign Flow.Other fixtures .. .............gallons per person per day. Total daily flow__:___.___..__:__:..._..._.......:._ ..gallons. a P1 Septic "1 ank—Liquid capacity¢4,,)6_gallons Length................ Width---------------- Diameter_............. Depth._-._--___._.--. xDisposal 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 ( ) aPercolation Test Results Performed by.-----------------------------------------------------•--................. Date_-_--------------------- ------ ,� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water----------.-_---__-__--- �14 Test Pit No. 2................minutes per inch Depth of Test Pit-----------------... Depth to ground water.--_..__-___________---- ---------------......................................................_...--'------........................................................................... O Description of Soil _______________ U -------------------------- = _ 1.0MI�.... ---°-----— �r...-._Lt.R�l�------ =`S U E brh — /3' F-f---------------• - V Nature of'Repairs or Alterations—Answer when applicable----_------------_............................_______..........................._____________ - -------------------------- -----------------------------------------------................................-................................................................................ .. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary? Code— The undersigned further agrees not to place the system in operation until a Certificatesof Corrlpliancl has be issued by h"-b d of health. 5 �� :r Oaml'e ' Application Approved BY A '1l/ --------------------- ty Date Application Disapproved for"the following reasons-------------------------------------------------------- •-----------•-------------•••---•---•---------------------••--- Date Permit No.------ Issued........... .......... ;:':. HE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 0` ..fJX.�s1`�1��.. r- Orrtifirate of ffnmplidurr THIS S TO CE " IFY, That the Individu Sewage Dis sal S-stem constructed ( ) or Repaired ( ) bySiCS .!� � .. ---------------------------------- nstaller rt`7 at al�-_a.r_.._.. fVV/✓ i¢,��--=------- V l has been installed in accorda- e'_;4ith the provisions._,of_Article,.. I . f The State Sani/y Code as described in the r ,•:r application for Disposal Works Construction Permit No": _.: ... .......... dated.-__.........._____ __-_.-_......_....._.... THE ISSUANCE OF THIS CERTIFICATE SHALLYNOT.BE CONtTI RUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION: SATISFACTORY. DATE ! .7; :...:...__.. Inspector.-----� -•-••- ' ---- ' � I . z ---•- ,> THE COMMONWEALTH OF MASSACHUSETTS BOARD OF, HEALT H " ± ;. . ..1G'. ''�^:....O F......fJ •�'kl jt ....... -------��=-!"'�"" - � FEE...............:........ Bispviial Porkii Ql aniarnoW °rruttt Permission is hereby granted_....._..X,00e_4 5/ �� 6- to Construct ( ) or-Repair ( ) an Ind' idual Sewage Disposal System at No c.� ... ---• f �f D-IMI--- - •: ............� ,�,. c,rr7 , - - s g- as shown on the application for Disposal Works Construction Permit ?�64Z�lg_ _ _ Dated_._._-___ .f.._7 ___..... • Board of H Iti� DATE- - /_l _. 5---------- ........... FORM 1255 H> S & WARREN. INC., PUBUISHERS a _ ___�•p a S�PTe $ Z07 D Ao ' 24 So -o M�oV y Dciv,,. �oAD To wni wq y Ito P�y�.i QED- QE/�✓G .LoT D Siro�p�/N,S �Nb .�E'Co,?D� iN 87 PG. i2/ I C49-?T,<'y TX>AT THE Ao:.Nv,l7,1 4-5 j/�.s_�:rr� �., f � -•�f Nc�',Er1n/ �.vL: �fT �T�oi+/�".D.C'ts'� 7-0 AAA Y AsBuilt Page 1 of 2 LOC&TIM-i SEWoC�E PERMIT UO �t VILLAGE _ u _ 43ST0•LLER'5 UNME E 4DDRESS BUILDER'S U&ME E GDDRE SS ' DATE PERMIT ISSUED '.--_ �•-�'- --- ,DATE COMPLI AMCE ISSUED': = 3e 33 �. TEL. No.362-2626 CROWELL & A LOR CORPORATION f T Y Land Development Cr Engi:reering . qG q _* Yarmouthport, iIass. I January 18, 1974 Board of Health Toim .of L:a.rnstab 'e . Hyannis, irass. Re Percolation. test. results for -hiD ip Oliviero., Lot Dz . ,.. rlan: :o :1: ary Simpkins .off'Mary .Dunn Road, Cummaquid i 0entlemen - t Please be advised that 'on January 16, 19?4 I observed a test hole dug by--Earth Resources on the above lot approximately 50 feet ,west of Mary Dunn Road and 20 "feet north of the south- erly property°-line of - the Tot. It should be noted that_�this location was chosen because of a: bog and swampy area.-just north of the, log itself. A percolation test was conducted at a depth of .? feet in the course sand-gravel with a .rate of better than 1 inch in 2 minutes being established.. ' h1-r Oliviero proposes to. construct . a three-bedroom house , and I reconir ;;nd that the following system be installed:_ 1000 gallon septic tank with two (2.)- stone--lined 6 by 8ft.: leaching pits to be installed on the southerly side of the lot, I would further: reccomnend, based on the soil strata, that all the undesirable material be removed to a' depth of 13 feet, and replaced with a clay-free run-of-the-bank gravel 'in the . leaching rit areas.. With proper care in'.construction a' suitable sewage system can be achieved on this site. Yours truly, '" RE UYLOR co A Cl fred 1 . Taylor, P.Es- s,�,;, CC: EX. Fbillip Oliviero 34 ro:,:dcrhorn : ay R.F.L.,I� S. S.-ndwicti , E ass. 5"3 lle� s _ 4p7Zon <sad�ets - - �. finoa / • ye-/k., s'�..�y s�6s0,✓. 67ra we, pew- 404 2 /7>I/i �n ------------ Alo 71-1 / a / ply STE TAYLOR v t. r 12- I d B v r i u i i r � • j BARNSTABLE BARNSTABLE HARBOR N ROUTE 6A 1p [ LOCUS tk LOT E r o fCo S83°10'20,.E LOCUS MAP 253.6p �.. UPOLE LOCUS INFORMATION I PATIO PLAN REF: 87/121 F-2 p LOT T D OHW I Q TITLE REF: 5782/157 AREA=24,764t S.F. ' PARCEL ID: MAP 335 PAR: 07 #149 9 /` _- NOT IN .ZONE II TOF=44.17 FLOOD ZONE: 'Y' F F o d \� I 0 COMMUNITY'PANEL: 25001C0559J DATED:07/16/14 PARCEL 1D. cV 1NV.=40.17 335/009 0 _ �\, cR vEL o/ SEPTIC SYSTEM a. \ . oo� \ I VE J _ 0 w REPAIR PLAN { LOCATED AT: • r \ 100' 39�' °° B.M.:coR STEP j 1499 MARY DUNN .ROAD 1 N ::� EL=44.0 !•� ►. CUMMAQUID BA o / RNSTABLE , MA WET 38 , ° \. �� PREPARED -FOR P H I L I P & t G E 0 R G E AREA TM2 '`° ` ' �� \� _ w zi OLIVIERO " S83°10'20»E 39.0 - 1. LOT C 4 € St ASPHALT �� SEPTEMBER 20, 2016 0 I241.69 OF MASs EDWARD��ys REMOVE ALL EXIST. SEPTIC A. COMPONENTS AND INSTALL ✓ ,' TO E 1500 GALLON (H-10) SEPTIC TANK, (H-20) D-BOX ° $ 9 AND TWO 500 GAL (H-20) ' CHAMBERS WITH 4' OF STONE }' ALL AROUND j oN t No 61) f, I E A. S. GRAPHIC SCALE SURVEY, INC. 30 0 15 30 60 - " $ 120 P.O. BOX �1729 SANDWICH, MA. 02563 ( IN FEET') 1 inch = 30 ft:. BUS:(508)888-3619 CELL:(508)527-3600 SHEET 1 OF .2 J 1865 r TOP OF FOUNDATION EL= 44.1T 4" SCHEDULE 40 P.V.C. PROFILE ,OF- 2" LAYER OF MIN. PITCH 1/8" PER Fool 291 SEWAGE DISPOSAL SYSTEM DOUR E' WASHED STONE 10' MINIMUM-�I (NOT To SCALE) OR FILTER FABRIC EL= 43.0' EL= 42.5' EL=41.2 EL= 40.0 i•••::::n::....................... �. EL= 40.0 6" MAX. ,6 MAX. 6 MAX. `� ....%.... ..... :::n:;. :::i;R,,, s" MAX.% ........,. ., . ........':\\\l`t.`, aitittutt•:::::::a......... 't:: ... .. ..........,,,,,...... PROP. PROP. CONIC. r I 9: INVERT CLEAN.. SAND "FILL"~„ RISER RISER '��� PER 310 CMR 15.255 9" "MIN./ o a 4" SCHEDULE 40 P.V.C. RISER & EL= 36.0 •: EL=40.96 LEVEL N c� Gj 36 MAX. 10' S=,025 �.. COVER FOR 2 s.o' S= .6s - --J 1o's-.O1 �n EL= 37.00 J a FLOW LINE ".T• - U 10" " +INVERT INVERT 0 0 0 ° o N EL=40.1T EL=39.92' 1 MIN. -14 EL=39.72 INVERT, o ° C� 0 ° 0 0 oco c °o Lo O / EL= 36.3' 6" SUMP EL=36.1' " °° ° ° EXIST. INVERT 4' J GAS 24 0° cp 0 0 0 0 0 0 0 �+ , . moo° cp 49 INVERT BAFFLE a 6" BASE OF MECHANICALLY O ° 0 0 cb °c o� COMPACTED SAND EL= 4.0 PROP: DB3 ' EL=35.36 (H-20 4.0 8.5' L4.0' COMPACTED SAND 6" BASE OF MECHANICALLYDISTRIBU I ION �� -� (TYP.) � , BOX W/ T 3/4 TO 1-41/2" 25 PROPOSED r DOUBLE WASHED STONE 2-500 GAL. (H-20)• DRY WELLS (5' X '8'=6" X 3') 1 ,500 -GALLON - TANK SOIL. ABSORBTION (TRENCH- FORMATION)- SYSTEM (S.A.S.) 13' X 25' W/STRIPOUT 230X . 35' , I .CERTIFY THAT I' AM CURRENTLY APPROVED BY THE"DEPARTMENT OF~ BOTTOM OF TEST HOLE '#1 ELEV.= _ 20.5' f. GENERAL- NOTES ENVIRONMENTAL-PROTECTION PURSUANT TO 310 CMR 15.017-TO CONDUCT ' (NO SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED GROUND WATER) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.' BY ME CONSISTENT WITH THE REQUIRED TRAINING" EXPERTISE, AND EXPERIENCE - FOR ITL SU AND THE E DOWN OF BARN STWERAGEULES .AND REGULATIONS DESCRIBED IN: 310 .CMR 16.017. I FURTHER CERTIFY THAT THE, RESULTS OF MY " 2. ALL ACCESS PORTS. OVER TANK TEES SHALL BE~ SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, DESIGN DATA:- ACCESSIBLE WITHIN'6" OF FINISH GRADE, WITH ANY REMAINING ARE ACCU D 1N C CE WITH 310 CMR 15.100. THROUGH :15.107. :ACCESS PORTS BROUGHT TO WITHIN 12o' OF FINISH GRADE.. : NUMBER OF.. BEDROOMS ... 3 3. ALL COMPONENTS OF 'THE SANITARY SYSTEM SHALL. BE / .CAPABLE OF WITHSTANDING H=10 LOADING.UNLESS THEY ARE GARBAGE DISPOSAL.................--NO-✓ EDWARD A. TONE P S, C TIFIED SOIL EVALUATOR ;` UNDER OR WITHIN 10' OF DRIVES OR.PARKING AREAS THEN THEY - TOTAL. ESTIMATED FLOW MUST WITHSTAND H-20 LOADING. (110 GAL./BR./DAY X 2 BR.) __330 4. THE EXCAVATION CONTRACTOR SHALL,VERIFY THE LOCATION TEST PIT .RESULTS: P• 1 51 52 • 330GPD','X 200% = 660 'GAL•` ' $OF ALL UTILITIES-PRIOR TO ANY EXCAVATION. 5:-.ANY MASONRY UNITS'USED -To BRING COVERS TO GRADE SOIL TEST. DATE: SEPTEMBER 9, 2016 USE NEW 1500 GAL: SEPTIC TANK 'OR WITHIN 6' OF GRADE SHALL BE MORTARED IN. PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE B.O.H. AGENT: DAVE STANTON, R.S. INSTALL: 2-500 GAL. DRY WELLS (-W/4' CRUSHED STONE OVER THE S.A.S. AND DISTRIBUTION BOX.-' SOIL EVAL: EDWARD A. STONE PLS C.S:'E: ON THE. SIDES 4'. .ON THE ENDS AND BACKFILL 7. SEPTIC TANK SANITARY TEES SHALL BE .CONSTRUCTED OF , ' ' ) SCHEDULE 40 PVC AND SHALL EXTEND A'MINIMUM OF 6" ABOVE TH#1 EL.= 38.5 BACKHOE: EDWARD GIBBS- WITH CLEAN. SAND FILL PER 310 CMR 15.255- THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL :CLASSIFICATION............:...__�-. LOCATED DIRECTLY.UNDER 11iE CLEANOUT MANHOLES: ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER 8. .THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN SIEVE ANAL`YSIS 'BY DOWN CAPE ENG. 2-INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT 37.7 0"-10" A LOAMY SAND 10YR4/1 EFFLUENT LOADING RATE.........___74__ ELEVATION OF THE OUTLET PIPE. 35.7 10"-34" B LOAMY SAND 7.5YR6/6 N/A 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. REQUIRED LEACHING CAPACITY.....330 GALZDAY 10. THE OUTLET SANITARY,TEE SHALL BE EQUIPPED WITH A GAS 30.5 34"=96" Cd1 SILT LOAM 2.5Y7/1 N/A p. LEACHING CAPACITY PROVIDED.....352 GA DAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED: OF 4' PVC. , - * " 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE`AND 28.5 96„-120 C2 MED. SAND 2.5Y6/6 N/A SIDEWALL: (13 + 25 )x2x(2 SIDES)(.74)= 112 GAL/DAY FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 26.5 120"-144" Cd3 SILT LOAM 2.5Y7/1 N/A BOTTOM: (13' x 25')(.74) 240 GAL/DAY BE LEVEL. 20;.5 144"-216" C4 MED. SAND 2.5Y6/6 N/A 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TOTAL= 352: GAL/DAY TO E.A.S. SURVEY, INC. FOR B.O.H. AND DESIGN NO GROUNDWATER ENCOUNTERED/NO MOTTLES ENGINEERS REVIEW AND APPROVAL. 352 GPD PROVIDED - 330 GPD REQUIRED = 22 GPD RESERVE 13. PROPOSED SEPTIC SYSTEM IS NOT WITHIN STATE APPROVED ZONE II TH 2 EL.= 39.0 SEIVE ANALYSIS LTAR 0.74 CONSTRUCTION N ELEV. : DEPTH• (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER NOTES: 38.0 0"-12" A LOAMY SAND 10YR4/1 �OFi�Ss SEPTIC SYSTEM DETAIL PAGE 1: CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 36.0 12"-36" B LOAMY SAND 7.5YR6/6 N/A 499 MARY DUNN ROAD ` " ELEVATIONS AND SITE CONDITIONS PRIOR'.TO COMMENCING. D #.1 WORK ON THE SITE. 31.3. 36'=92„ Cd1 SILT LOAM 2 5Y7,/1 N/A FL,nF o_ IJIN CUMMAQUID/BARNSTABLE, MA. 2. NO DETERMINATION HAS BEEN .MADE AS TO COMPLIANCE 29.3 92"-116" C2 MED. SAND 2.5Y6/6 N/A 1211 "WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 27.3 116"-140" Cd .5Y7 3 SILT LOAM 2 1 N/A �' o SEPTEMBER 20, 2016 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. / / �G�sTER� 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING "23.0. 140"-192"- C,4 MED. SAND 2.5Y6/6 N/A SgNI ARk TAPE. OR A COMPARABLE MEANS. -- E _ SHEET 2 OF 2 J# 1865 4.3 N0 GROUNDWATER NCOUNTERED/NO MOTTLES