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HomeMy WebLinkAbout0050 FIRE STATION ROAD - Health 50-FIRE STATION ROAD, Osterville A = 118-002 I TOWN OF BARNSTABLE LOCATION �� /�� J'�%/� e` o" SEWAGE# VILLAGE ®S'T. ASSESSOR'S MAP.&PARCEL�'/ — o Ate. INSTALLER'S NAME&PHONE NO. / ���� SEPTIC TANK CAPACITY -4 ,o c® Git t 7 r LEACHING FACILITY:(type) 4i-d�"e® (size) 67 10 ,V Z NO.OF BEDROOMS OWNER �'4lC'/h-��a� PERMIT DATE: 3 COMPLIANCE DATE: Separation Distance Between the: rr Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J Feet Private Water Supply Well and Leaching Facility(If any wells exist on` site or within 200 feet of leaching facility) a„ —Feet Edge of Wetland and Leaching Facility(If any wetlands exist within / 300 feet of leaching facility) Feet FURNISHED BY g4 0 r a j� No. a/�V ��' / Fee I D , --_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / r Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppIitation for Vsposal 6pstrm Construction 3dermit Application for a Permit to Construct(Ifl Repair( ) Upgrade( ) Abandon( ) Alclomplete System ❑Individual Components Location Address or Lot No.lre _4�0 Owner�Name,Address,and Tel.No. Assessor's Map/Parcel �� F �' A Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: I7j 52,�, C Dwelling No.of Bedrooms Lot Size Z�j j l /2, P�: Garbage Grinder(/v Other Type of Building No.No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided / [ I gpd Plan Date 9 �.� Number of sheets Revision Date Title S®o G1f� Size of Septic Tank Type of S.A.S. 02.yj X X6 Description of Soil Pee Nature of Repairs or Alterations(Answer when applicable) 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 Application Approved by 1 Date Al Application Disapproved by Date for the following reasons Permit No. (7 Date Issued ` ' 4 t No:f—1-� c�n1� ri :. 1 •, J Fee r '` `U$ETT$ , Entered•`mcomputer: / :THE COMMONWEA�L•TH.O,F MA�•SACK, Yes PUBLIC HEAL DIVISION =TOWN OF,BARNSTABLE, MASSACHUSETTS apt lication for BistlD$aY pstPtn C-bustrUttion Vermit f Application for a Permit to Construct(� Repair(p) up ('t')�Abandon( ) eComplete System El Individual Components Location Address or Lot Noy ,%>Iipr`J� '4T!,PI�' Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ­"o" i Installer's Name,Address;and Tel.No. Designer's-N.ame,Address,and Tel.No. 77 T o 7 O,7 `S'�<</�.A�' c�`-'y'�i.r�G-✓t Type of Building: Dwelling No.of Bedrooms Lot Size 2_5 Z13: Pray fit.. Garbage Grinder qV Other' Type of Building �'ttc./'- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��"O gpd Design flow provided �'� `I gpd Plan Date 9�- 3' �,� Number of sheets / Revision Date Title Size of Septic Tank Soo ��� Type of S.A.S. f��� o�- Y �6 a ," -t5 r Description of Soil Nature of Repairs or Alterations(Answer when applicable) %J - Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health.Signed 5J _ Date s' ✓ 3 r Application Approved by f f Date Application Disapproved by Date fer the following reasons Permit No. 7 f -' 7G/ Date Issued S"T "1 P� �a/�C�J I->i Z COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(9 Repaired( ) Upgraded( ) Abandoned( )by \T/l?� /_ C.�s D�`'U/� J �T/ J'le6l"`0/C e at rO SDP 40 -rT/4/�/V.— DC-0 47-P7' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer V�� �E�o E yf,- Designer 'J_P4o GOd'�(d ly6i�Ede �✓ #bedrooms y Apprro'v�ed desjgn flow gpd 'The issuance of this permit shall noVbe construed as a guarantee that the s�,ystem will nct o es'gned. Date O Inspector, nspe tor r No. 7, Z (� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS disposal *pstem ConstCUttion Jhri mit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at J`o /t/G��' ,PTjf�do A' C.� P 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 7 -5 Approved by ��}� �� r t - 12/23/2013 13:55 5084289617 . ... ....._._.... SULLIVAN ENG INC PAGE 02 • Town of Barnstable Regulatory Services . . Thomas F.Geiler,Director Pubfic Health AxyWoa Thomas McKean,Dire Wr 200 Main Street,Syaaaia,DMA 0201 Office:308.862-4644 Fay 508-790.63N _ .... .. ...._ or Certification Form Date:AL z Swage Peimrt#�`''3 �� orrs Map1I srcel tr ._ TA Address: 2 =At.h A otk ka5^ Address: on s=l � Z was issued a permit to a (date) septic system at 5o f ct ` 4-A �_. . based on a design,drawn by (addr s) Anted I certify that.the septic system referenced above was installed substantially according to the desiM which may include moor approved d=ges such as. 18 aW relocation of the distn`bution box and/or septic tank. : a I cec.that the septic System-refermc:ed-•ahon•was installed with major c w4p (Le,Vvater than IQ' lateral relocation of the SAS or my vertical relocation ofaay component of the septic system)but in ac;cordance with State'&Local Regulations.Plan eri or,or=ti5W.as-'built iy desibut�i ;o foil�� .1. er's Signature) 0� M. Al ... ... �'. •lit S.Sigaattne). (Affix Desi Hae) KI.Tv�?�'ALTfi I4N,03 TII EMA of COBOVANCE WILL NOT BE LSSUED UNTIL BOTH TEUS FORM AND AS-BVMT CAIM ANZ RECIrM BY THE BARNSTABLE PUBLIC EXALTS DIVISION.TBANK YOU Q. Cadficaaicm Faith 3.25-04_doc ° BATH BED " BED. SECOND FLOOR " NOT TO SCALE r r , FAMI L Y , -' BATH . k KI TCHEN. BED DINING - '• � Ff n •�,�. .. a ` ,1 - ` • � � J � III �x BED LIVING FIRST FLOOR i NOT TO SCALE nF ' Permit.Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: �� `��� T�.l Z l/1✓1 Lot No., Address: Contractor: Address: Notes STEP 1 Measure depth to water table to nearest 1/10 ft. ..............................................:.:.:......................... .Date month/day/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: `L4-) �A OAppropriate index vGell................... ................................ OB Water-1,evel range zone..................................................... STEP 3 Using monthly report"Current -.� Water Resources Conditions" determine current depth to 11� water level for index well ........................... cnth/year STEP . 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth. to water level for index well (STEP 3), and water-level zone (STEP 2B) -2, z �� determine water-level adjustment :......................................................................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water level at site (STEP 1) y +: Duc:IP236s486 12-05-2013 8:47 BARNSTABLE LAND COURT REGISTRY RESTRICTION WHEREAS, EDNA M. FARRINGTON, also known as EDNA MURRAY FARRINGTON, is the owner of the real estate located at 50 Fire Station Road, Barnstable (Osterville),-Barnstable County, Massachusetts (hereinafter referred to as "Premises"), and more particularly bounded and described on Exhibit"A" attached hereto; and WHEREAS, Edna M. Farrington, as the owner of the Premises, has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any residence built or expanded on the said Premises as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage for the Premises; and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.00 State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage to Edna M. Farrington, the owner of the Premises, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Premises be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Edna M. Farrington does hereby place the following restriction on the Premises above-referred to in accordance with her agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. Any dwelling constructed or expanded on the Premises may have no more than four (4) bedrooms. 2. If that portion of the Premises shown as Lot A on Land Court Plan 15055-B ("Lot "A") is transferred into ownership separate from that of Lot C-1 on Land Court Plan 15055-C ("Lot C-1") or Lot 9 on Land Court Plan 15005-H ("Lot 9") or Lot A is reconfigured such that the septic system will then be located on a lot that is in ownership separate from Lot C-1 or Lot 9, the then owner of Lot A(or the owner of a lot that derives from Lot A on which the septic { system is located) shall grant an easement to maintain the septic system on Lot A for the benefit of Lot C-1 and Lot 9 unless there is proof that the septic system can be maintained as a matter of right on Lot A or the residence on Lot C-1 is connected to Town sewer. This restriction shall continue in full force and effect until such time that the Premises is connected to Town sewer and there is no regulation in effect at the time of said connection that limits the number of bedrooms to those existing at the time of the connection or the construction or expansion of a residence with greater than four (4) bedrooms is allowed as of right under local, regional and state law, at which time this Restriction will become null and void. The Town of Barnstable may extend this Restriction for additional periods of twenty (20) years from time to time in accordance with the provisions of Chapter 184, §27 of the General Laws, provided that the notice of restriction is recorded prior to the expiration of thirty years from the recording of this Restriction. This Restriction amends and supersedes the Restriction dated November 21, 2013, recorded as Document No. 1,235,811. Executed as a sealed instrument this 5th day of December, 2013. �.ckvut,tGt W V6zVU4L Edna M. Farrington, a/k/a Edna Murray Farrington COMMONWEALTH OF MASSACHUSETTS Barnstable County On this 5th day of December, 2013, before me,the undersigned Notary Public, personally appeared EDNA M. FARRINGTON, personally known to me to be the person whose name is signed on the preceding or attached document, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: Albert J. Schu z My commission expires: 7/27/2018 o-P 4RT J.s i �•,p� WV. ,ay EXHIBIT "A" The land together with the buildings thereon located at 50 Fire Station Road, Barnstable (Osterville), Barnstable County, Massachusetts described as follows: LOT C-1 Land Court Plan 15055-C For title, see Certificate of Title No. 11275 LOT 9 Land Court Plan 15055-H For title, see Certificate of Title No. 140162 LOT A Land Court Plan 15055-B For title, see Certificate of Title No. 201953 BARNSTABLE COUNTY REGISTRY OF DEEDS A,TRRUUE COPY,ATTEST , JOHN P.MEADS REGISTER BaSSTABLE REGISTRY OF DEEDS TOWN OF BARNSTABLE LOCATION d" -104 �6''' � SEWAGE# ,; VILLAGE ®�'T ASSESSOR'S MAP.&PARCEL%i — o oa INSTALLER'S NAME&PHONE NO. �� ' Z v x— S' �'� �' P&C SEPTIC TANK CAPACITY: ® � 6;Xe-- ,Z .'r,0 7� LEACHING FACILITY. (type) �`i '�'� '(size) C;2 X X NO. OF BEDROOMS OWNER �OdG'_/��Td� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: rr Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J 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 BYJ TOWN OF BARNSTABLE LOCATION �� /���� �`l�B�`' � SEWAGE# VILLAGE ASSESSOR'S MAP.&PARCEL%/ =Po o� INSTALLER'S NAME&PHONE NO. � ' ���`�� S'��'T f'c SEPTIC TANK CAPACITY LEACHING FACILITY. (type) �� "�® (size) c2 NO. OF BEDROOMS OWNER ��'/h'�T�� PERMIT DATE: I-I " COMPLIANCE DATE: Separation Distance Between the: r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J 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 BYJ t D ' � I lee 0 W IN °� a r 46) { { '14 I � t Town of Barnstable P# �V De arttnent of Re p gtd F.y,Services „�,�� i Public Health`Division Date 5 • /3; 20Q Mari Street;Hyannis MA 02601 +.. s � Date.Scheduled Time .i Fee-Pd.. . JU %t ` Sail S itabi� ty�Assessment for�Sewage Di osal ® c, Performed Byt-t I �f LOCATION&I'NERAL INFO Lacadon Address. y ,RMATION G Owner.s Nan'e Q Af �,--�' j st�tiu�2, 4 �y 'A ddre S Sb: '/'e %L cis ill Oo1l Assessor's Map/Parcel o �0� �I o Engtnee�'s Name wit r NEW CONSTRUCTION ' REPAIR Telephone# S0,J01- 8- 3 V Land Use li�51�t�,11 r1 I s . �d i N Slopes(�bj Surface Stones { = Distances from: ;Open Water Body ft .Possible Wet Area ft ,Drinking�'Yater Well ld_ft . Drainage Way ft � Property Ltne _tt. Other /" ft ., . SKETCH:(Street name dimensions of lot exact locations of test holes&perc tests,locate wetlands f proximity to holes) - 4 i,. - b, .. .- l . _ r � - z oM I 1 \ Parent material(geologic) )" Depth to Bedr oek' 3W l ` Depth to Groundwater Standing Water in Hole: Ot Weeping from Pit Face N� Estimated Seasonal High Oroundwater.! Z.. U U.L, '{+�L 1 DETEItivIIl?UTION FOR SEASONAL HIGH WATER TABLE .Method Used: Depth Observed standing in obs.hole 5'0� :lu, Deptli 10 soli mottler* Depth to weeping from side of obs.hole In -Oroundwatef AdjU9Wdnt Ei. Index Well#MLV7!% Reading Datc:A Index•Well tevcl 3 Adj,factor�r3 AdJ Groundwater Level 2. PI+ItC®IrA'�Id N,:71'Ei SDI' DnIa:SIZE 'xttn� Lr.. Observation ` n Hole# Tinto at 7" J. r., Depth of Pere Time at 6 Start Pre-soak Time @ `ZS;G, Ubn lima - r? End Pre-soak Rate Miii./Inch i` 21' r P1 i Site Suitability Assessment: Site Passed y Sue.Failed Additional Testing Needed(Y/N) ' tY , Original:"Public Health Division Observation Hole Data To Be Completed on Back -------- '***If percolation test is lo,be conducted within 100' of wetland,you must first notify the. Barnstable Conservatioh Division atleast one(1) week prior to beginning. Q:\SEPTlCNPRRCFORM.DOC_ DE, E:121 I SI;RVATION HOLE LOG : Hole# 1 Depth from Soi Soil Texture Sdil Color Soil Other Surface(in.). (USDA) (Mansell) Mottling (Structure,Stones;Boulders. onsistency.%oravan o (=`fit- ' Zo-ZZ 4 �� LOA3/Z t, �N� 7. to Zz-2 C I lk y 3. SA DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Honiou Soil Texture Soil Color Soil Other Surface(in.) (USD A).( ) Mansell - � Mottling.'( ) o mg. (Structure,Stones;Boulders: onsisteri ` % is • � 1 1 39= L DEEP MERVATION HOLE LOG Hole# G, Depth from": Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) ;" (Munsell) Mottling (Structure,Stones,Boulders. C itoc e I , I DEEP OBSERVATION HOLE.LOG Hole Depth from Soil Horizon Soil Texture : Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. '^ consistency, I. i Flood Ialsurance Rate Map: . Above SOO yea r.flood Uoundary No Yes Within 500 year boundary No Yes Within 100 year floodboundary Noes Deptli`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 soli absorption system? If not,what is the depth of:naturally occurring pervious ma[©riaifi Certification. I certify that on (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 training,a ei•tise,and experience described in�10 CMR 15.0IZ Signature Date e0 L Q:, HPI'IC\PERCFORM.DOC ❑OCCIP235PS11 11-22-2013 1 :21 BARNSTABLE LAND COURT REGISTRY i RESTRICTION �celsc k�c"Wn R S 6id"O_ Pl uvray Aa 1'r!/'Y ton WHEREAS, EDNA M. FARRINGTON is the owner of the real estate located at 50 Fire Station Road, Barnstable (Osterville), Barnstable County, Massachusetts (hereinafter referred to as "Premises"), and more particularly bounded and described on Exhibit "A" attached hereto; and WHEREAS, Edna M. Farrington, as the owner of the Premises, has_ agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any residence built or expanded on the said Premises as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage for the Premises; and WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.00 State Environmental.Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage to Edna M. Farrington, the owner of the Premises, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the Premises be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Edna M. Farrington does hereby place the following restriction on the Premises above-referred to in accordance with her agreement with the Town of Barnstable- Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. Any dwelling constructed or expanded on the Premises may have no more.than four(4)bedrooms. This restriction shall continue in full force and effect until such time that the Premises is connected to Town sewer or the construction or expansion of a residence with greater than four (4)bedrooms is allowed as of right, at which time this restriction will become null and void. Executed as a sealed instrument this day of November, 2013. 6 &�� Edna M. Farrington - COMMONWEALTH OF MASSACHUSETTS Barnstable County On this o4l;5tday of November, 2013,before me,the undersigned Notary Public, personally appeared EDNA M. FARRINGTON,proved to me through satisfactory evidence of identification, which was to be the person whose name is signed on the preceding or attached docurhent, and acknowledged to me that she signed it voluntarily for its stated purpose. Notary Public: Albert J. Schulz My commission expires: 7/27/2018 eN"""'"'��►.�,, r ' ' NFU.• nit EXHIBIT "A" The land together with the buildings thereon located at 50 Fire Station Road, Barnstable (Osterville), Barnstable County, Massachusetts described as follows: LOT C-1 Land Court Plan 15055-C For title, see Certificate of Title No. 11275 LOT 9 . Land Court Plan 15055-H f For title, see Certificate of Title No. 140162 LOT A Land Court Plan 15055-B For title, see Certificate of Title No. 201953 6ARNSTABLE CO REGISTRY OF D UNTY A TRUE COPY, EEDS AT TEST MMSTABLE REGISTRY OF DEE DS ZONE: _ " `• RC ': Area (min.) 87,120 SF (RPOD) �s " Frontage (min) 20' Width (min) 160' k� Setbacks: .�� Front 20 � t ' Side 10' Rear 10' OVERLAY DISTRICT ` min*' GP - Groundwater Protection District - •tic, . , ' :� . � A• �"-�, F�1 'tip� , . � � ,� . - - � * �• T i "� w s !t die� FLOOD ZONE: , tl .fi Zon e B & ' oCommunity Panel No. � ,_ . .� i•,:". ' � � � �- N/F b #250001 0016 D Wygonski Family Investment Trust Approximate Edge of Wetland Ctf 169571 Per Land Court Plan v� July 2, 1992 Location Plan. DESIGN DATA Scale: 1"=2,000f' Single Family ASSESSORS REF.: v -4 Bedroom @ 110 GPD 0 00 ce/DH 1 No Garbage Grinder Map 118, Parcel 2 0 o Fnd N72.51'10"E Total Daily Flow=440 GPD 00.00 Pump Power & Float control Use a 1500 Gal Septic Tank SEPTIC NOTES Locate Junction Box Cables Installed In Aaaordonae 1.Location of Utilities Shown on This Plan Are A rox.At Least 72 Hours :, Outside fT k ..... ............................. u o an -� ..... ................/ "" hall Make Z side Federal,, State Local Bldg. &BeO Codes LEACHING AREA Prior to Any Excavation For This Project the Contractor S . � � _-.-- Alarm To e On Separate service From Pumps the Required Notification to Di Safe 1-888-344-7233 . (A C �, , Lawn - -- 440 GPD/0.74(LTAR)=595 SF Required q g ( ) ° Lots 9 & C 1 %'" iaket-Fence Bottom Area Only=24'x 25'=600 SP 2.The Contractor is Required to Secure Appropriate Permits From Town O 1/2"0 Galy. Pipe For Float Support Total Provided=600 SF Agencies For Construction Defined by This Plan. 17,528f SF Y -r Lawn 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall a o Above Ground m LEACHING CHAMBER DESIGN Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to • --------------------"-=----- , LL ,° Pool 4'-4' O Assure Watertightness. In General,Water Lines Shall be Constructed in -� ` i LLL LLLL All Pipes to be Schedule 40. Use LLL LLLLL Coordination With COMM Water,and Shall be in Accordance LT LLL LLLLL 24"0 Opening Above 24'x 25'Field of Double Washed ' LLL LLLL 24.3' With 248 CMR 1.00-7.00&310 CMR 15.00. - LL LLLL L For Manhole Stone as Shown.,<< I LLL LLL LL } Frame & Cover 4.A Minimum of 9"of Cover is Required for All Components. LLLLLLLLLLLLLLLLLLLLLLL LLL LLL LLLL Lot A LLLL LLLL LLLLLLLLLLLLLL LLL LL LLLLL LLLLLLLLLL 5.All Structures Buried Three Feet or More or Subject L LL LL LLLLLLLLLLLLLLLL % `�-... j LL LL L LLLLLLLLLL LLLLLLL LL L LLLLLLLLLLLLLLLL to Vehicular Traffic to be H-20 Loading.It is the Engineer's Stone Parking Area I o LL Shed LL LLLLLLLLLLLLLLI, #34 I I LL LL LLLLLLLLLLLLLLL'y'L'L LL LLLL LLLLLLLLLLLLL ❑ _Z 1 Sty Metal _ Recommendation that H-20 Always be Used. II LL L LLLLLLLLLLLLL L L N PUMP PLAN_p Stoc ode F ae Garage U AN VIEW DETAIL BOUYANCY CALCS 6. Install Risers to Within 6"of Finished Grade(4 Required)over o o r I I I Post & Rail T ,. 1,500 Gallon H-20 Septic Tank Septic Tank Inlet and Outlet,Pump Chamber Inlet,and D-Box. I I EXISTING SEPTIC _ I I TO BE ABANDONED storage NOT TO SCALE Dry Dead Weight=21,230 LBS' Install Risers to Grade over Pump Chamber Outlet. I OR REMOVED Shed :ZE ! Uplift=64 LBS/FT(5'-8"X 10'-6")=3,808 LBS/FT 7. Septic System to be Installed in Accordance With 310 CMR 15.00& Conduit Thru Chamber For 3 808 LBS(9.22'-6.25')= 11 309 LBS 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable i 1 PRO 24"0 Manhole > , � 11 ,� PROPOSED THRU f � Power & Float Cables I; SEPTIC Lawn Shed Frame & Cover 0 BLOCKS ( / Finished 9" Min. Board of Health Regulations. -{-- t I O i Grade Cover 4 _ ® / �, 1,000 Gallon H-20 Pump Chamber 8.All Piping to be Sch.40 PVC. N + ,! rl-� 10' O _ Dry Dead Weight= 14,500 LBS 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum o CIOt° 4"0 sari. 4o PVC Uplift=64 LBS/FT(4'-10"X 8'-6")=2,629 LBS/FT Sump of 6". p rrr o I A a i From Septic Tank 2,629 LBS(9.22'-5 � .75')=9 112 LBS 10.The Separation Distance Between the Septic Tank Inlets and rrr o i - Galy. Choi Drill 1 8"0 Hole n-+ rr��rr PROPOSED O For Drain C) m j c Inv. 1 . Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend * rrrrr p(/Mp L To Pressure Dose z rrrrr ' N Emergency Storage >� 2' Cover a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14" o rrrrr r CHAMBER z aj t Volume 453 Gal. u S tem Min. u, -rrrr --- .w Kay P nd C \ Gravel Parking Area g Vent - Final Location o be o('o r rr (Line ) m 1 t O Alarm On El. 8.50 s Determined at Time of Installation so as and Shall Be Equipped with Department Approved Effluent Filter. -rrrr TO B O to be as Inconspicuous as Possible 00 m c g , i Ins ection Port 1 ` 26.1' rlrrr REMO D t . o ` Pump On El. Z50 n I Rum ' , 4"OPerforated PVC Pipe Placed SCI rrr o ROP , N p� e I � Pumps Off El. 7.00 w o To TheSoil Below Down t W/Screw o The nCap k o Finish Grade # D OX O 0) � t j ` a 3"0 Sch. 40 PVC To Within 3" Of Finished Grade 11L Sty...,w/f _. 0�ti �I p ^ l a Throcd�d Pipe. y2 g P�A , f l N l W c \ .- DWellf") �0 N t 9"-min. \m v 3'-max. Compacted FillFilter Fabric- 2 OO 1 Bottom of Tank El. 5.75' ... 1 0 i Secure Pipe at To 8c 4"OPerforated CO P • Bottom m er 2 PVCPipe 1 8 -1 2" o ......... + N tom4 H.P. M Myer Pump Stable on acted Pea Stone 4 Base C ? ' PROPOSED \ j,. i or Approved Equal*P 4 MIL. BARRIER *Prior to Ordering Pumps the Contractor c i A. .' S OFF SYSTEM W , Must Confirm the Compatibility of the ?• e o Lawn Existing Electrical Service 2' q 4' 4' 4' 6 4b�1 /h„ m Q ClLawn J OPOSED ,,� ��l ou e Washed Stone 44.8' _.. _ " z.�' . . .� VENT PUMP CHAMBER DETAIL o---- o-- 1 x - NOT TO SCALE 24' TBM E1=10.1' NGVD ~ . Top of CB/DH . a CROSS SECTION OF LEACHING BED �. 1 00. "Ox. 1 } _.. Post & Rail Pavement Edge 75.00' > _ Not t Scale r � v Vent Final Location to be rv/ ( Determined at Time of Installation so as to be as Inconspicuous as Possibl jaPERC TEST: 14,015 r • .. / Fill Material all Be PE D B E G Roade etation _ l A S A Sh II B P f d D -i Sh Comprised of Clean Granular Sand Meeting �. RFORME Y•JOHN O DEA,P.E.- SULLIVAN ENGINE RIN T�r_...... I ieve is a e er orme- the Requirements of 310 CMR 15.255 (3). F.G. EL. 16.83 F.G. EL. 16.00 SOIL EVALUATOR NO SE 2911 ' naiys' by the esign Engineer-.• Prior To Installation. Proposed Inspection Port WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTABL 7 30 Wide) , Public We y � (See Cross Section) MAY 28,2013 l Splash Plate r �& low s Requireders A `�- _1 µ ��• EL. 15.35 TEST HOLE - 1 EL. 12.0 TEST HOLE - 2 EL. 12.0 r - 136. 33 j EL. T� EL. 15.22 106. 00 F.F. EL. 14.80 D-Box EL. 1 .00 Top EL. 15 FILL FILL �� See Notes (typ.) i5/ .' Bot. EL, 14.22 20'% 10.3 18" 10.5 EC. 14 --� Proposed Impervious Barrier F.G. EL. 12.75 Installation To Be A LAYER IOYR 3/2 A LAYER IOYR 3/2 EL 14.35 Supervised B Desi n _-- Existing Grade EL 12.50 P y 9 Engineer 1t0\7171Q VERY BROWN 22' 21' _ VERY DARK GRAYISH B DARK GRAYISH B WN ... .. LOAMY SAND 10.2 LOAMY SAND 10.2 El. 11.88 E L 4/3 E LAYER I OYR 4/3 Installer To Remove:6c RQptaG . B L 1 A11. Unswtaple::5orls.WitF n of:: 0 2 BROWN LAYER lOYR Confirm Prior EL H-20 The:Outer Perimeter of The System t E BROWN 24" LEGEND To Any Work 1500 Gallon L 1 .50 25 SANDY LOAM SANDY LOAM 10.0 Septic tic Tank EL H-20 To:1 L 9 0 9.9 1000 Gallon B LAYER 1OYR 5/6 B LAYER 1OYR 5/6 2e.m..•of Approve Pump Chamber YELLOWISH BROWN YELLOWISH BROWN O CB/DH - Concrete Bound w/Drillhole T.•I'�cmt.a�cp,..a s. "t ,usted cror:water 36" LOAMY SAND 9.0 34" LOAMY SAND 9.2 W&.,pr..f.e/s..l.e EL 9 22 /7.0(sJ c..�..i,+pp,.Y.e s.a..� EL.9.22 Ad ADJUSTED 0 Guy EL 6.25 GROUNDWATER C LAYER 2.5Y 6/6 C LAYER 2.5Y 6/6 OLIVE YELLOW OLIVE YELLOW To Be Installed On Encountered Groundwater a o,U c LOAMY SAND LOAMY SAND Utility Pole E Bedding,"T"s T EL. 6.92' - .a caW N n Hydrant a e ompacted Base M z 36 PERC TEST 9.0 Inspection Port, T N "' w O 25 GALLONS IN 4 MIN.30 SEC. O Water Gate (round) & eaffels (�) ��"(�OF j " as Per Title 5 xQ PW N <2 MIN/IN LTAR =0.74 TP � Light Post .��C C7 Test Pit OHW- Overhead Wires DEVELOPED PROFILE OF SYSTEM G 61"GROUNDWATER ENCOUNTERED 6.9 61"GROUNDWATER ENCOUNTERED 6.9 - -25- - Elevation Contour c. 168 NOT TO SCALE l00" 3.7 86" 4.8 .. ...... 5.......... Underground Utility Line for gFG/STEM Fssi©nlat E SITE PASSED Cedar Tree 0 Deciduous Tree NOTES: PREPARED BY. PREPARED FOR: TI TLE. 1.) The property line information shown was Site Plan compiled from available record information. Sullivan Engineering, Inc. CapeSury Proposed Septic Upgrade = + Coniferous Tree 2.) The topographic information was obtained PO Box 659 7 Parker Road y from on on the ground survey performed on Osterville, MA 02655 Osterville MA 02655 Edda M. Farrington At or between 181JUL/13 and 23/JUL/13. (508)428-3344 (508)428-9617 fax (508)420-3994 420-3995 fox www.copesurv.com. 50 Fire Station Road ...L 3.) The datum used is NGVD '29, a fixed mean sea level datum. Barnstable (Osterville) Massachusetts Draft:JOD Field: WHK/JVBJ 20 0 10 20 40 80 ►.L Review:PS Review: RRL DATE: e SCALE: 1 „-2 , Project: 33018 Drawing # C384-3g 1 September 30, 2013 0