Loading...
HomeMy WebLinkAbout0375 EEL RIVER ROAD - Health 375 Eel River Road 114-066 Ostervitte Sj� •J^' a� � 1 No. �r S I J ' f Fee Mw THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for �Diopool *p6tenY Construction 3permit Application for a Permit to Construct(/j Repair( )Upgrade( )Abandon( ) ®'Complete System El Individual Components Location Address or Lot No. 37S Eel Cuter Owner's Name,Address and Tel.No. ps rv;lle F'evntzs 3.Sam\ Ir ,Assessor's Map/Parcel "y OIo I Qkiz NCT S r eel (klt\jy Chtis4e oo 5 Installer's Name,Address,and Tel.No. y— Designer's Name,Address and Tel.No. 7 -71c��7 evil 6 S 9 Type of Building: Dwelling No.of Bedrooms 3 Lot Size I A(46 sq-ft. Garbage Grinder( ) Other 'Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 331 gallons per day. Calculated daily flow �;3 a gallons. Plan Date 20101 Number of sheets 'Z Revision Date jol rli 0: Title SI1ti Plc4n PROPO&d t� TMPMeenGN KS Size of Septic Tank l5'00 FA L Type of S.A.S. Z-50o hAt. UAItr78t�gj Description of Soil,*- 10,toel - -TEST VIOL ::�,_ 0-4" O (A'YF- , 09(6gmi(y SAaMZ� y-e' A QWe*_ AEJ SAND yi some FiNC S b-Z'J" 3 `MY.Ek McAs SA/vt� 74 'I' C C k is g, mn> wk/01- — tie 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 Certifi- cate of Compliance has been issued B of a�Z3 Signed Date Application Approved by S'. Date 10 22- 0 Application Disapproved for the following reasons Permit No. 2Un- JAI 5- Date Issued 0 No. I J ` a �` ._ Fee r � X THE COMMONWEALTH OF MASSACHUSETTS ._ Entered in computer: Yes j:--PUBLIC HEALTH.DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS o �lplication for DizpooAY *p$tem Cousstruction Permit Application for a Permit to Construct Repair( )Upgride( )Abandon( ) RIComplete System ❑Individual Components Location Address or Lot No. 37S l'e( K*%,)Pr A&-,a Owner's Name,Address and Tel.No. Os1e*�;tie, `' `Fsgnc�s 3•s4�1 .Tl+ Assessor's Map/Parcel _ i ����7 S�(P,0 <hwy QKrise r 7-0015 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ? S�1livan C n j,12C�^° -7 7/ _ ��q osle��lk� oz6Ss ��d `-)z8-3`sti� Type of Building: Dwelling No.of Bedrooms 3 Lot Size A(4 tf sq:ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �;3 - gallons. Plan Date `f f lojy 3 Number of sheets -Z Revision Date /d 1- l0 6`•%, Title SITE ►Ncir\ ?90raSd iM�'ROvt�CN\S Size of Septic Tank 1�08 lr�l. Type of S.A.S. Z-500 h11(• cV(1tr ezc S Description of Soil,pit- 10,is of - T&S t1 a LG_ a- b-4" O (A'ye.tZ, cg(.A.vj(y >A tu6 q-tS' A ("eg•, Mf.Z>. SAND �76MC f_ttit 3 `A-)YEIL ✓'?l 6 SAA)6 ? ' I- C C MC?, srnp 5Ati)p — tia 40L3 VL- _T_T `(Z 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 Certifi- cate of Compliance has been issued this Box'cd of Health p� Signed Date f IY ! Application Approved by _ c; 3. Date 10 2 c Application Disapproved for the following reasons Permit No. 'LC�3' S � Date Issued to Z Z a 3 --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS .- BARNSTABLE, MASSACHUSETTS F Certificate of Compliance THIS IS TO CERTIFY, that the/On- ite,,Se�44ge Disposal System Constructed Repaired( )Upgraded( ) Abandoned( )by_ 'Ito �////J / C-��lv� �• at 675 EEt 1Rivt tL i;akT� has been construct d in #ccordance with the provisi Cof Title j an j the for Disposal System Construction Permit No. 2CO 3-S L$ dated 10 2 2 a3 Installer iJ I Designer U i 1ka-n The issuance of this p t shall not be construed as a guarantee that the s�m i11 unction as designed. Date Inspect.L. �. - ———— c ———————————————————--——— ;. t—————— No. Z003- J 1 S 1 Fee L 60— THE COMMONWEALTH OF MASSACHUSETTS N ` PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS' Die;pogar *pMem Cott!5truction Permit Permission is hereby granted to Construct(i)Repair( )Upgrade( )Abandon( ) System located at 375 C L. 0,W&K tQoA1\ and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc on m st be completed within three years of the date of this pe Approved by t. Date: t0 2 2G3 � J TOWNOF BARNSTABLE '' ( � LOCATION — 7�d-�1k111P4— iA// SEWAGE # .1&) VILLAGE /�/'l7i��� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO: .f/J6 ��T� 1..�,�5 �� -7`7/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) /1/tiC� �rl��?P/-f (sine) P•0 17 NO.OF BEDROOMS BUILDER OR OWNER � e� PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom o,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 .000 l I II t2 i -}- e r• r a c-c � II HQ vP� I I � • o C��,s,��1 ��� � I Obi � � Town of Barnstable Regulatory Services P . Thomas F. Geiler,Director . : .sARN�TAsr.E. • 9MAW. Public Health Division rEo. ,�a Thomas McKean,Director 200 Main Street,Hyannis,NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: \,i91.11 . `ZXG Designer: Installer: ` -r l 0 Address: - '� {" ,, Address: �� :Z�A_" �l�y G1/z 062s On /OIZZI® � ,g017`��©j /' C®�IcS was issued a permit to install a (date) (installer) septic system at 375 Eel Lot— GA,, 05'Ay ,1le based on a design drawn by (address) C ,,,, dated �a3 rev. q IfC)5-(AbB,_Aj� ( esigner)--- 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. 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.F DkTe-w-4111 ) ON\ �pl��►b,�3 o� etec' , oc OF aller's Signature) Ate NM 29733 CIVIL At (Designer'sSignature) (Affix Desig' I-eStamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE N LL NOT BE ISSUED UNTIL BOTU THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION• THANK YOU. Q:Health/Septic/Designer Certification Form 'town of ffilrnstable PH. 10, (00) Department of Health,Safety,and Envirommital Services THE Public Health Division Date lojl7LO5 367 Main Street,I lyannis MA 02601 BARNSTABLK MAM rf16.19. Date Scheduled 10I1710-z, 'rime11 0o Fee Pd._4100— Soil Suitability Assessment for Sewage Disposal Performed By: Syllwgr\ Fnu c.inirrC,n Witnessed BY:_ gym Wh?4e v LOCA'I',rtON & ENIi;ItAL III+ORIVIATI0IY Location Address 375—Eel lZwe Ra,dy3 Owner's Name Franc,\S a. Snvl II ��Osiew;llQ;r�p:q Address l go�nty SFree� . ehcv.y Chusc, MD. z�DIS Assessor's Map/Parcel: 114-0 0(o Engineer's Name Lull- EnSineec,n, NEW CONSTRUCTION ✓ REPAIR Telephone 8 SO$-y Z 8-33`i Lj Land Use ReSi olPng` Slopes("/o)_0—30%6 Surface Stones None. Distances from: Open Water Body Z00 + Il Possible Wet Area Z00 t R ,Drinking Water Well 506+ 11 Drainage Way 506 t It Property Line Z 0 + n Other R SKETCII:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) m r .l 15,6 `7 6 6 d # 375 J t \ w RECEi ( s i \ -� OCT 2 2 Z003 TOWN OF BARNSTABLE N � HEALIH DEPT. _ Parent material(geologic) (�1�w0.S1� hlGi r1 Depth to Bedrock SQO t Depth to Groundwater: Standing Water in IMe: None Weeping from pit pace " Estimated Seasonal I ligh Groundwater EL. Z.S- _"LO•t.C�so�rdw<1 r MnP> 1ZlYYYKA'�XOIV 14i S)JASUNA YYI I 'VVEYt'Z'A131 Method Uscd _None - SCe Above Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: I in. Groundwater Adjustment R.Index Well N_ Rending Date:_ _ _ Itidex Well level _ :Adj.factor Adj.Groundwater Level I'ERC6f.41TION'I'LLST' hale 0l laiae op observation tole# _ . Time at 9" Depth of Pere -�6n-- - Time at G" Start Prc-soak Timc r� L�Zj!�Sl(�7Al Time 9"-G ) End Prc-soak \l�J' Rate Min./Inch < z mid/n Site Suitability Assessment: Site passed �_ Site Failed: Additional'Testing Needed(Y/N) Original: Public Ilcallh Division Observation hole Data TO lie Completed on Bach j Copy: Applicant ULL,1' 0�311tVA `lUnt -- U Depth from Soil I lonzon Soil l xturc Soil Color Soil Surface(in.) Other (USDA) (Munscll) Molding (Structure,Slone..;,nr,uldcres. 11 n tcncv.3o ravel O-y O oryunKy so,ND loyR z/► fnCo SRND y- �E FINES J0 IlK Vz R Z`1M ^ A• snug 10`JK S/8 --- z�l DI'�CI' OBS + 7VA'IION IIOLLOG Itt►1c i' Ueplh from Soil horizon Soil'1'cxturc Soil Color oil Surface(in.) Other (USDA) (Munscll) Mottling (Struclure,Sioncs,Uouldcres. Coils islmcv.y C;ravcl) O-�" a or C�n\cy SAND _10yR 2/1 meb. salvo� --- ,Some FtNtS o q ?- 7-2� e6.%t-rb I ZrO- IZa� L n1Eb- SRNl> Z Sy (Olt. -- I UI#SII. ,, LULU SOU ; Mule#. be th from p Soil l lorizon Sotl I'cxlure Soil Color Soil Othcr Surface(in.) (USDA) Munscll ( ) Molding (Structure,Slones,130u1deres. t S i 5 l C n C Y,YI 'ravel 7777-7777. llEI' OI3S ItVES,x IOl`d.IIUL>; IOGIulc;##: Depth from Soil Ilorizvu Soil'1'exlure Soil Color Soil Surface(in.) (USDA) (Munscll Olhcr Mottling (Stttrchuc,Slvncs,Uouldcres. C�usi lcn��,10 QI_avcJ Mood Insurance Iia a Mu• Above 500 year Iluod boundary No_ Yes Within 500 Year boundary No yes ✓ U� S��e 7— A\\r $,t C Within 100 year flood boundary No_ Yes_v, Flood .ZoneS 1hpth of Naturally Occurring Pervious 1V1a1rr i rl Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? �eS If not,what is the depth of naturally occurring pervious material'! CcrtiGcati m I certify that on A1261 111r (date)I have passed the soil evaluator examination approved by the Department of Environmental Protectiou and that the above analysis was performed by me consistent with the required training,expertise and experience described in 3 10 CMR 15.017. Signature� � Dille Revised Plan Submittal Sheet DIRECTIONS: ASSESSORS REF.: SE3-4192 From Hyannis - Jake Route 28 towards Osterville; Map 114, Parcel 66 coc10 a �,o Applicants Name: B. Francis Saul. N Take a left onto''Osterville West Barnstable Road, and Project Location: 375 Eel River Road. Osterville follow to the end; Take a left onto Main Street, and 1'• : : �;"• ,•' then bear right onto Parker Road; At the stop sign �,•.. , _ This project has already been issues an Order of Conditions _X-• take a ri ht onto West Ba Road, and then take a Or left onto Eel River Road; Lot is on the right, #375. . OVERLAY DISTRICT: Order of Conditions not vet Issued __ AP - Aquifer Protection District `: • {'t : `�} T �9 As Shown on Plan Entitled This plan will be considered on Date Revised Groundwater Protection .sip u' h Overlay Districts - April, 1993 S6 Francis B Soul S Cert. 115201 \ Z "flight 100, Buffer oo \ >} Buff OCATION MA a \ \ Scale: 1" = 2000' \ D t \ 1 \ at:•' 42-24'50' W \ s \ 1 t►v�" --\ 1 � ---- ZONE , , G, Cr'"•• c Lawn �:•.... •--._ -•--'--'--'-- 15' Sldeyard .� � �`�. � --'--._" \ \ ` - --'--'----- --- ---- — \ n'` doh o- vs o RF 1 & POD --------.1�• ;• -• -•----20'_____, « , ,\ •� Area (min.) 87,120 SF ---; •--=-----" m \ \ i ` �' Front" e (m in) 20' -- Proposed Fence -1 1 field Adjust to!Avoid _ \ �—Dr e" For Raof & Drivewa , ��\ Width (min) 125' Existing Vegetation i'n \ CD 20 Runoff y i \ Setbac s: 1 afi\Link Wthin 56'Buffer \ ao 1 ��.� \ Front 30' ockdde Outside 50*Buffers 3 1 on 5{ o \ \ a Side 15' `•. i1 \ s'Clearance _ 4j Rear 15' ,Native Planting`s On Bati;sides a ;- Proposed Q° P\ro osed ��� r" I ;t ' ` Top of Ceastal Bank m POOI HO se \ :\ > J 1 by slaps e \ a •S, O \ Benchm'rk: \ FLOOD ZONE. \ \ ` 00 m \ Tap of e00 Fnd Zone All, B & C y \ \ E1.=19.38`1 NGVD 29 ° \ ool E90 menu' 2s' \ �� \ Q Community Panel No. p 1 Rene - \ o #250001 0016 D July 2, 1992 O 0' 0 Proposed Driveway \ LLI \ \' t \\ Lawn \ �v \\ twp /�sBuift Septic System �. \ \ " Stone Wall ` \\ ("See Sheet 2 of Drywell For Pbol / - ---- ------\--- : Drawdown & Hoof & Patio Runoff: Lot 198 1 Acre _- Notes: o I : ------- ------- -- --------------- ---- nw - -- -- _ — 1 _ 1.) The property line information shown was �,' : i 'r-�_ _ S s,;- "`W _________ - ,'15' tyyda Ease •ter D compiled from available record information. �.,a PAR 359 f `'�-- - _`A°r't SULLIVAN its / / _��_ --- -- _-_'--------------------------------- - - 2.) The topographic information was obtained 1 --------------- =------------- ` from an on the ground survey performed on U0.2973:; y�x� or between 21/August/02 and 5/September/02. CIVIL s `��y16'7 v 3. The datum used is NGVD '29, a fixed mean �" �= Edwor R 4� IIr s ea level datum. J�� Cif. 279uR True I 4.) Septic System located by Sullivan Engineering 7/Apri1/05. Sheet AsBuilt Septic System Date: 4 11 05 1 of 2 Relocate Pool Fence Date: 3 16 05 ? _ OnlyModifyHouse Footprint Date: 9 9 04 Sco/e• I " I— 30 Revision Add Perc Test Data Date: 10 21 03 Title: Site Plan Prepared By: Prepared For: Date: 09110103 Proposed ImprovementsSullivan Engineering, Inc. CapeSury Francis B Saul II CD CD C At PO Box 659 7 Parker Road 1 Ouincy Street Scaler As Noted —. Osterville MA 02655 Chevy Chase, MD 20015 375 Eel River Road Osterville, MA o2ss5 �, o_ Barnstable (Os t e r vi l I e), MASS, (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax Project #! 21037 N PSuIIPE�ool.com capesurv4kopecod,net i j Revised Plan Submittal Sheet DIRECTIONS: ASSESSORS REF.: SEJ-4192 From Hyannis - Take Route 28 towards Osterville; Map 714, Parcel 66 Applicants Name: R. Francis Saul. a Take a left onto Osterville West Barnstable Road, and Y' I .; :',.�• a' Project Location:, ,375 Eel River Road. Osterville follow to the end; Take a left onto Main Street, and ' then .bear right onto Parker Road; At the stop sign a .. . .. �' • �.•' This project has alreadx been issues an order of Conditions X take a right onto West Bay Rood, and then take a . Or •left onto Eel River, Road; Lot is on the right, if375. OVERLAY DISTRICT N Z f_ • A. Order of Conditions not vet Issued AP - Aquifer Protection District As Shown on Plan Entitled `� ? 9 This plan will be considered on �a "Revised Groundwater Protection 11e4 DateOverlay Districts' - April. 1993cwt 1520l 0 l 4ieht Buffer I BuN LOCATION MA Scale: 1' 2000' t ° L A. 42'24'S0' W '•• \ I ' ' \ i i Lawn'` ....._.__ ----i-- --�s Sta:yard ` @ ,�F ZONE: _ '� - --•--•----- - -------- ` \ �'9?c,� o- " o RF-1 & RPOD \ \ g_ o Area (min.) 87,120 .SF -{- The � l \ \ t \ Fronta a (min) 20' \ 1 \ Width min) 125' ` - Drywall For Roo & Driveway \ 20 `,Runoff < Setbac s: � \ Front 30' m_ : Q. s \ \ �; \ $ ° Side 15' Proposed Pro used \ Rear 15' ^' 1 '1(r i ! ., I 1 \ m° Pool c m \ W - l ! Top of Coastal Bank o se \ by Slope \ 'S+ ca \ FLOOD ZONE Co 00 j \ \ Top of 08 Fnd \ 1 r I \ \ \ �c ` \ EL�19.J8� NGV0 29 Q� Zone A11, B & C Pool E�ipment \I �_ _\ ` ��, � Community \ 1 \ l / 250001 00161D o. ! I \ \ \ o 12 ,yam July 2, 1992 1 Proposed Driveway LLIr - _ \ /', \ \ ` o _ \ Lawn \ 1 1 \ ,( 44 \ � i 7 �. i \ 1 -� : \ \ \ 1posed Septic SystemStone Woll .\• 3 & Pool Fence �r �ee Sheet 2 Of 2), t I Drywall For Pboi �-.-•--� 25' - ------- -. \ _ ;� Drawdown & Roof 000 I -�, ` t --- ---�- �\ I & Patio Ruhafi�\ 1 y J -�- L 1 of 98 Reserve 1 Acre ------------ Notes: a��$ G ' _ — ---- 15' Wde Easement a a / J59 f 1.) The'property line information shown was ty�� c ' -- '-------------------------- -- ;' - ------------ ------------ Z - compiled from available record information. ; y�• � x :' � l / J_ L- ,�,. 2.) The topographic information was obtainedn� � from an on the ground survey performed an �� \. R p� 9 or between 21/August/O2 and 5/September/62. ® �, a EdMOrd �!,Inca R cI J ?79u true 1• �� ty 3.) The datum used is NGVD '29, a fixed mean sea level datum: Madif House Foot tint Date: 9 9 D4 SCQI e. �� _ 30 Revision Add.Perc Test Data I'Date: 10 21 03 , Title: Site Plan Prepared By. ' Prepared For: s Da ter 091..10103 Propoyeal Improvements e Sullivan Engineering, Inc. CapeSm Francis B Sau! II At PO Box 659 7 Parker Road 1 Quincy Street ScaIer As Noted 375 Eel River Road Osterville, MA 02655 Osterville MA 02655 Chevy. Chase, MD 20015 0, (508)428-JM4 (508)428-J115 fax (508) o Project #I 21037 esurvdkopecod.net Barnstable COsterville), MASS 420-3994 (508)420-3995 fax PSulIPE47�roLeom Cap `) N Finish Grade P# 10,601 P# 10,601 1 T Design Data rilaK _ E 2 TEST HOLE - - = Filter 10/17/0316.5 5 Single Family-3 Bedroom TEST HOLE - 9•Min :._. -- -- EL. 10/17/03 EL. 16. Compacted Fill Fabric O LAYER IOYR 2/1 O LAYER lOYR?JlWith NO Garbage Grinder �� � BLACK BLACK Daily Flow= 110 x 3 =330 GPD r «�° Y � ?f 1. tB•-trz• 4° OZGANICY SAND 16.2 3" ORGANICY SAND 16.3 Septic Tank: 330 GPD x 200 %=660 GPD r " a^ '•` ."'a. b, A LAYER 10YR 4/2 � ' ''- Pea stern DARK GRAYISH BROWN A LAYER 10YR 4/2 Use 1500 Gallon H-20 Septic Tank r-;-, •._ -��.., -�,. ., DARK GRAYISH BROWN 9-1 MED.SAND W/SOME FINES 15.8 7" MED.SAND W/SOME FINES 15.9 B LAYER 10YR 5/8 B LAYER 10YR 518 Leachin Area 3 YELLOWISH BROWN YELLOWISH BROWN g' 24" MED. SAND 14.5 26" MED.SAND 14.3 330 GPD/0.74=446 SF_ Required` OLIVEROWN6 Sidewall=2(12 +25)2 = 148 SF LEACHING C LAYER 2.SY 6/6 CHAMBER Sig•-t trz• „ OLIVE BROWN �:-�_ — MED S e Bottom Area— 12 x 25 300 SF �7, q H-20 F Stone washed PERC TEST 13_2 120 MED SAND 6.5 NO GROUNDWATER ENCOUNTERED 448 SF Total Provided 25 GALLONS IN 9 MIN: APPROX GROUNDWATER @ EL.2s 52" LESS THAN 2 MIN/IN. 12.2. . NO GROUNDWATER ENCOUNTERED Leaching Chamber Design 4'-10• ��1 _ - APPROX GROUNDWATM @ EL.2.5 All Pipes to be Schedule 40. Use tz 2-500 Gal. Leaching Chambers in a CROSS SECTION OF CHAMBER 12'x 25'Washed Stone Field as Shown. NOT TO SCALE : PETE .� R 4JUS AN fl. _ Cce F.G.EL.14 F.G.EL.15 NOTES . OTES . See Note 4 ctyp.> - 1. Water Supply For.This Lot is Municipal Water. 2. Location of Utilities Shown on This Plan Are Approx. i 3.0 At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Top EL 12.1 Notification to Dig Safe(1-888-344-7233) 1506 Gallon .y , 3. The Contractor is Required to Secure Appropriate SepticTank H-20 �y Permits From Town Agencies For Construction Flow Equilizers As Required d by This Plan: Define II ' 4. Install.Risers to Within 12"of Finished Grade. . Boc Al.9.1 Bedding&"T"s 5. All Structures Buried Four Feet or More or Subject 10, as Per Title 5 If Encountered Remove&R lace r 2a All Unsuitable sous within s of to Vehicular Traffic to be H-20 Loading. min The outer Perimeter of The system rp 6. Septic System to be Installed in Accordance With 310 CMR 15.00 Latest Revision and the Town of DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Groundwater El.2.5 Barnstable Board of Health Regulations. NOT TO SCALE Per T.o:B.`* 7.All Piping to be Sch. 40 PVC. Modify House Foot rint bate: >9 9 04 Revision I Add Perc Test Data I Date: 10 21 03 1 U Title: Sit@ P. Prepared By: Prepared For: Cate: 09/10/03 Proposed Improvements . Sullivan Engineering, Inc. . CapeSury Francis 8 Saul ll At PO Box 659 7 Parker Road 1 Quin-cy Street Scale: As Noted N 375 Eel River Road Osterville, MA 02655 Osterville MA 02655 Chevy Chase, MD 20015 0 Barnstable (Osterville), MASS. ( ) , ( 508 428-3J44 508 428-3115 fax (508 420-3994 508)420-3995 fax '^ PSu11PE15oo1.cam capesurvdtopecod.net Project 2 1 037#: N