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HomeMy WebLinkAbout0038 OLDE HOMESTEAD DRIVE - Health 3 8 Olde Homestead Drive. . � — - - - - - —- Marstons Mills A= 044-02 f 9 J I DlE1 ROBSE+RV 'I ri Depth from r � ®N 1-10L l LOG �01�,# Soil Horizon Soil Texture Surface(in.) S Soil Color Soil (USDA)., (Munsell) Mottlin Other og (structure,Stones;Boulders. UM Con istenc % ravel a _ rs s a6 4r `� 13 L S 2 DEEP 013S]ERVATI 1 Depth from Soil Horizon N HOLE LO Mole# Surface(in.) Soil Texture Soil Color Soil I (USDA) Other ll {Munsell) Mottling (Structure,Stones, Boulders. CDrISIS EnCV,%Oravel r44 % 5 y P, / - DE El P OBSE RVATION HOLE LOG ' Depth from Soil Horizon HoleSurface(in.) Soil Texture Soil Color (USDA) soil Other (Munsell) Mottling (Structure,Stones,Boulders. Co siste c O vel 9 D�-,�7��7 pp q'� a AL'E, 4..1/Bt�ER AT ON HOLE.IlJl®LE.IL�N..r Y7� Depth from Soil Horizon Bolt?# Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Munsell) Other (Structure,Stones;Boulders, Consi ten � a I ' E1100 I rnskwance Rate MOP- -A.bo.ve 500 year flood boundary No Yes Within 500 year boundary No - -- Yes Within 100 year flood boundary No Yes{� Dept;]®"a"y 0ccn¢r lnL P—' i•yious Material Does.at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system' If not, what is the depth of naturally occurring pervious matotial7 Ce�t>I— fication I certiir that on //-e-G (date)I have passed the soil evaluator examination approved y the Department ofEnvironm ntal Protection and that the above analy&is,was performed by me cons stent with the required training expertise nd experien described in CIO CMR 15.017. Signature - Date Q:\S.BPTICg1ERCFORM.DOC �.", t,a , o. O� Town of BarnstaWe P#—I- TRE P �v 1Departwcnt of Regulatory Services Public Health Divisio Date � e n 200 Main Street,Hyannis MA 02601 7 .ep�D h4p.t a Date Sche duled U Time 1FLe Pd. 0 oa Foil Suitability A-ssessmen t f o rr° Se*wage Disposal Perfonned.By: Witnessed By: �^�/' y �'• ' �� 'L - AIOlV 4��! �r 1V.Jv1l�A L�Jl1V1l�OJr'dVIA!lIQN --- —. Location Address Owner's Name r a Asz� Y 1 �J Address Assessor's Map/Parcel: Engineer's Name JQ t,�J e1 e NEW CONSTRUCTION REPAIR Telephone It ' S` s N r_ Land Use , 2-Slopes(%) 'r 9 Surface Stones�y 'f" A Distances froth: Open Water Body 1 ft Possible Wet Area 150 ft Drinking Water Well ft Drainage Wily ft Properly Line 30 __ft 011ler Sf�.�1 sh,_� 16 Yt SK1E'` ETCH., (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands In pra(itruly to boles) c�R:GGk.tl1 61 v � 4• lL', �65 J` I'1' •� w D � I�_U,v f5 7 c t Parent material(geologic) U�/�(//tSl/ Depth IQ Bedrock 3O0 N er Depth to Groundwater: Standing Water in Hole: N(f N`— Weeping from Pit Nee Estimated Seasonal High Groundwater /1/T DETER UNA7CION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed s nding in obs.hole: In, Depth 10 591I 1ki0ttt0: � In, Depth to weeping from side of obs.hole: f bj, Grtluadwater Adf usdmellt— _ 1`t'• Index Well 1# Reading Date: Index Well level__ Y, Ad_1.factor— A41.Growidwuter Levul_e PERCOLATION TEST —__ >Uata 'Able O Observation I-Iolc## Time tit 9" _ Depth of Perc Time at 6" _ i Start Pre-soak Time @ r �y Time(9 •o") End Pre-soak Pate Min./Inch 7, $ Site Suitability Assessment: Site Passed_ e_ Sit.gTailed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back---- ***If percolation test is to be conducted vvitilill 100' of Wetiand, you must first Uotify Hie. Barnstable Conservation DiVIS1011 at least 01le weelc prior tO begill EiNg. Q:\S EPTIC\PERCFORM.DOC EXISTING d��ol o Uo (�rof( WOOD DECK -0 00J g� - EXISTING Z G 3•e•.e•D�NUGrAece FAMILY ROOM 0 KING _ N EXISTING , Z $ DINING ROOM MASTER BEDROOM NEW i V W.i.CL. i ru O x 1 NEW c �----_____-- LAV, o Ufa °a //O ® J J CL__ I_ I NEW c REE.SINK BATH j NEW KITCHEN----J UP v ?AANTRY CAB. DW RIG. 4 C\\ HUTCH Dvenlsl I REI' -- -- -- — BenlcHwlTr) j HOOKS!C BIBS �y l EXISTING LL1l _ -- u FOYER O�EXBT,NG Hoy �>NEW Co_ '�� STUDY MUD ROOM 4" \ NEW/EXIST. V -' NEW TV%SITTING RM. LAUNDRY ; Q 4'-4" DRY[R ASH 0 _ g W O EXIST NO C 0 EXISTING PORCH 2 2 CAR GARAGE rl ° o dx LL W o J O FIRST FLOOR PLAN "A" BX15TiNGWALL5 'DATE:01 1 27 1 201D DEMOLITION SCALE:AS NOTED NEW WALLS DRAWING 0: P1 - 2 ( f a J c / tj j F } C �r f3o u r� a � . THE COMMONWEALTH OF MASSACHUSETTS bq ✓ u BOAR® OF HEALTH �V ..............70�i✓.......OF......... ................................... Allp ira#inn for Uhgpoii ai Works Corm rurtinn Frrutit Application is hereby made for a Permit to Construct (✓) or Repair ( ) an Individual Sewage Disposal System at: ...1..�.r_...a._3.......© �� .dT �- .R /---Y-•J--1- � 1J ..ieT v or Lot ...LLS - 6/9 Y5 Locato - dress 0. - - --•• ---• • Own� ........-•--.. Address Installer AddressPQ d Type of Building Size Lot------ ................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) `44 4 Other—T e of Building No. of persons............6............. Showers — Cafeteria Q' Other fixtures ---•--..-----------------------•-•--- W Design Flow.......................6...�f........_..._gallons per person per day. Total daily flow__._......33 ........ R: Septic Tank—Liquid"capacity q-_-gallons Length.._5?!P.... Width................ Diameter---------------- Depth---------------- Disposal Trench—No. .................... Width_..... ----------- Total Length........._..bpi.... Total leaching area............ .__sq. ft. Seepage Pit No.....___.�.__.__.... Diameter........ ..... Depth below inlet_... °....._._. Total leaching area_.z��...sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by._V-0c__1khvz .......... Date__r•._-_�' ._•.._..._... Test Pit No. 1........ minutes per inch Depth of Test it....I............. Depth to ground water...... .............. GT4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ .............................................. u . --•-•-........ /............... •----•--•----•---•-------•----...............•----..... .....-•-•--...................... Description of Soil l._L _.... .._.. aP-�4lL�-.•,:••--(o•-_-•._ Y-_-- SUB SO/L } ,Z Y Y .. 5 Ail/1�_... ..o"; --- . -----••-•-•- w .CR4V :z.-}----y ------- c ,t�✓ I9 -----� '✓b 7-k c ....or....ag k:F-� t 'v° W'¢� ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•. UNature o_ Repairs or Alterations—Answer when applicable..........._____________________________________________________________________________________ ------------------------------------------------------------------------------•---•--------------•-----•------------------------------------------------------------------------------................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of i: g g p y 5 of the State Sani ode— The undersigned further agrees not to lace the system in operatNp until a Certifi e ompliance a en issued by the board of health. I ---- -........�- - ---------------------------------------------------- ���-� -- 6 .APP n Approve Y :.. G�- ---......--•------------------ -•---•--- --------•---Date Application Disapproved for the following reasons:.............................................................................................................. ...................................................... -----------------........---...........----.....---- Date PermitNo.... s C.1........ ............ Issued-....................................................... Date Fims THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ;...�. OF Applirafte t for Dispatial Works Tanstrurtiun Prrutit Application is hereby made for a Permit to Construct (/) or Repair ( ) an Individual Sewage Disposal System at: ��`r,�` ... /11 fi.� ....-- 1_L 5................................. f�j �ry r Location- ddress + or I.ot_Pvo _ p ....._.. �✓, f��F-` 7 i... L`�;/7f.,".",� V .....d r� Ownsr ,jdresr Installer Address f [�0 d Type of Building Size Lot......... ................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) pa, Otter—Type of Building �`'��_�:?''`7` '- __ No. of person . Showers ( ) — Cafeteria ( ) PA Other fixtures ......--•--•-•-•--•-----•---••............•••••........ W Design Flow...................... ..5._...._......_._gallons per person per day. Total daily flow____......3 ...._._.._......__._....gallons. WSeptic Tank-Liquid capacit/P!�----gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length..._. ............ Total leaching area------- sq. ft. Seepage Pit No.___...�....__.._... Diameter ___._. Depth below inlet..9.�......... Total leaching area.z . ft. Z Other Distribution box ( ) Dosing tank ( , ) '-' Percolation Test Results Performed by�L1- --��%/111� 1�...._ �S..`�----.------ Date ................................. . W Test Pit No. 1____--___minutes per inch Depth of Test it-__I �-....... Depth to ground water.---- Test Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ..............................................fF...w_.........•.........................................._.--.........--.....•....f'..............--.•.-•-- 0. //D��escrip.ion of so�>iL_`��..."./�.��.��T PS i[� (o �V�� 5 06_5014. ' 'Z I R Y f .D,0,4/t3 9 V i 11 Y �-`f f / �./ .`....c k ✓! .....� �. ..--'�'.'_W. 6.. 9-`•�-� Yt ............................C�l l/I L r............................... CdJ '1" yea W UNature 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 i?T L j of the State Sa. ' Code—The undersigned further agrees not to piace the system in oper 'on until a Certi'- to t ompliance een issued by the board of health. _ a d-----`"� 3• data Ap on Approve BY - �1 .......................... U1 Z Z' Date Application Disapproved for the following reasons---------------------------------------------------------------•-------------•----------------------------•--.._ ........--•---------•-----------------------•------...---•----------------.....•.......-•--------...-•---••---•------------•-•••-••-•-••-•-•-•-•----•••-----------••---••••••••----------•-•••••-•-•---- Date Permit No.---``'-' ........ --•---------- Issued....................................................... .----- Date THE COMMONWEALTH OF MASSACHUSETTS ,BOARD OF HEALTH 7e)W�...........OF.........!�. s `.j lfd-/ . ......................61-................................ Trrfifirtttr of Toutpliaurr _ THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (V) or Repaired ( } by � :_.._.............. L. / .... Ind C.._..4 at... = V L Z) ,// lF % f� .. b,,!taller 1711) 5?61• {i •---• •---•--- -•---•......••........ .............. has been insmiled in accordance with the provisions of TT'"'- D' of The State Sanitary Code as descr bed in the application for Disposal Works Construction Permit No.� ..f_.I1-1.1......_...... dated.--..------ �-��----•�� ----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH L .............. ......... - ......................................................... N d.r=•--•................. FEE Ropooal Works Ton#ri ion ami# Permission is hereby granted...`.. : AK ✓`5 614 ......................•--••-'------------------------.......----..._...---------------........•••••...................•..... to Construct (t/) or Repair ) an Individual Sewage Disposal System at No..417...-•(9.A......U, p vYl S/ ,0 at'. .................................................................................................................. street _ as shown on the application for Disposal Works Construction Permit No:� -- --l__- Dated/---••_1-. _..`.. .......... � Board of Health .>A1 E 3 -------------------- FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS Ai S1 TE r°L A N.: : SHEET I.OF 2 SCAL E 60 �p 70!- �. SOT Z 0 AO- IL L./ 'Tim 1 \ I \ :0 9OA IGouTcom PS I `JA Of 9 .0 �C o..:WiIUAM N.., �y� -' WA.RWICK No. 19771 0 V REGISTERED LAND SURVEYOR FOR dJ/�'-r'h:l D E �J�-!D�a, Gc�., 2b N E ►vl S M I LwL s, PLAN REF,,-MAP r7t-- . �j2-'- DATEE': BENCH MARK DATUM SL DA'1 UN WM. M. WARW/eK 8 ASSOC.;. I.N.C. J. DOMESTIC WATER SOURCE7�2�W WATE42- ' BOX 80/ - NOR TH. FAL MOUTH FLOOD ZONE. N o,.1 l-I A ti MASS. �02556 - (6/7) 5631-26 3,8 __. LEACHING • QAS/N SECTION NOT TO SCALE sh ce 2 e z 24"C.LMH COVER EARTH 'FILL BRICK AND MORTAR COURSES AS REOD• "TO BRING 4„ �. 4 - _ _ COVER TO GRADE INLET pET B FLOW L/NE �, i 2'� "TO�"WASHED PEASTON£ FREE OF IRONS, FINES AND DUST IN PLACE '•V N. ` OPENING W/TH/4P" L �V4" TO /%2"WASHED CRUSHED STONE FREE OF J3d ,• . , ! OUTER DIAMETER IRONS, FINES AND DUST /N PLACE ANO I314„INSIDE DIAMETER I. CONCRETE TO BE 4000 PSI 28 DAYS • 2. REINFORCED WITH 6"x611 NO. 6 GA. W,W.M. 3. 2'AND 4' SECTIONS ARE AVAILABLE FOR I / GREATER DEPTH REQUIREMENTS� 4'0 4" 3 -6 3--I . NUMBER OF PITS REQUIRED MIN. z i EFFEcrivE DIAMETER NOTE: EXCAVATE TO ELEVATION OR (NOT TO EXCEED 3 TIMES EFFECTIVE OEPTH) LOWER AS REQUIRED -TO REMOVE ALL WATER TABLE - LOAM AND CLAY BENEATH PIT. REPLACE EXCAVATED MATERIAL WITH CLEAN TYP/CAL PROFILE GRAVEL TO DESIGNED GRADE. S IB"STD. LT. WI FT C./.MH COVER 4"c./.PIPE 4"BIT.FIBER PIPE DWELLING FLOW LINE T/GNT JOINT OUTLET LEVEL —_ _ p TO FIRST JO/Nr , /4" O O 1 1 0�O 0 1 1 c./. TEE �3, t 1 1 0 I o o I 1 I1 000 00 1 1 1 �S'TD. PRECAST CONC. ,13 D/ST. BOX TO BE ,j 1 1 1 0 0 0 00 1 1 1 1 Ij2Q ,4L.SEPTIC TANK - �i' 1 1 1 1 O O 00 1 1 1 1 INSTALLED ON LEVEL, 1 1 1 1 00 0 0 1,1 1 1 i g •, : _•.., STABLE BASE 1 11 100 0Q1111 : SEPTIC TANK TO BE 1 1 1 0 0 0 O Q 1 11 I ; INSTALLED ON LEVEL, I If 1001 O 0 1 1 1 STABLE BASE. 1 1.1 0 0 0 O 0 1 1 i 1 11110OI001111 LEACH/NG BASIN : i 1 1 f Q O 00 0 1 : 1 i BASE TO BE LEVEL : 1 1 1 0 O O 1'11 SOIL AND PERC. DATA. " F 55 7� PERC.RATE MIN."/IN. 0,f TEST.PIT NO. I 0 TE-ST PIT NO. 2 TEST BY t��y 1-� L 1,7 . Z 1 TOF l50 Rif 91 L, WITNESSED. BY. _TAM AA :Kc--'A4 ; I SAnJD �C�A�urGl- TEST PIT OR. EL. 'O" �L�q� Mom'SAnrp DATE: �'''8lv Z, fifZ��Gp?-AVeL. I NO WA rvfz DESIGN DATA GENERAL NOTES BEDROOMS 3 NO HEAVY EQUIPMENT TO RUN OVER SYSTEM. DISPOSAL No SEPTIC TANK, DIST. BOX AN.LEACHING BASINS TO BE STANDARD EST., TOTAL.DAILY EFFL!� GPD. PRECAST *REINFORCED CONCRETE UNITS. SEPTIC TANK •10a�GAL. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO REVISED TITLE 5 OF THE STATE ENVIRONMENTAL CODE, SIDEWALL AREA Z'SGAL./SQ.FT. MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL- OF BOTTOM AREA-1"O GAL./SQ.FT. SANITARY SEWAGE EFFECTIVE ON JULY Is 1977. LEACHING REQUIRED Zov SQ.FT, ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD ACTUAL LEACHING AREA OF HEALTH. Q:FT. .AT COMPLETION OF CONSTRUCTION, PRIOR TO BACKFILLING, THE BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION. PITCH ALL SEWER LINES I/41 / FT. . UNLESS INDICATED OTHERWISE. SEWAGE DISPOSAL SYSTEM �o MARTIN �G a E. FOR' �'�`f �112 C��0 � ..� N GO w MORAN �., .e .p J23417 �T e N-0M la � M A K ST ON S;0l1A4 EN ! , tip SCALE AS INDICATED _ DATE- l o - Z Sim WM. M. WARWICK 9 ASSOC., INC. 8OX 801 - NORTH fAL MOUTH- PROFESSIONAL ENGINEER MASS• 02556 - (617) 563 -2639 TOWN OF BARNSTABLE LOCATION SJV a1.1-,6 1,6,,7f A-. a V2 SEWAGE# ,10lo—Oo 1 i VILLAGE A/Ls ASSESSOR'S MAP&PARCEL LJ y- L J INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY L®a a Gc L LEACHING FACILITY:(type) act t < ,;5�,(size) �O 1010 NO.OF BEDROOMS OWNER A PERMIT DATE: /-6-/O COMPLIANCE DATE: 11 Separation Distance Between the: 1 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S7l Feet Private Water Supply Well and Leaching Facility(If any wells exist on I 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 V Z�t 3_19_9 ' o y 0 r No. 9.0 10 _� 00 Fee V V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplication for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System E/ndividual Components Loc atiq=A�re�s or Lot No.f?.� 6WI ® e�f Owner's Name,Address,and Tel.No. Assessor's map/Parcel �`_ ��� � — el Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 71-� Type of Building: ,q o�g Dwelling No.of Bedrooms Lot Size r/4 sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flaw(min.required) ® gpd Design flow provided Z`' qdr gpd Plan Date /Z / Number of sheets Z Revision Date ZQle Title Size of Septic T / � ��� Type of S.A.S. 3�c���' Description of Soil 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 ofjl3alth. I / Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. a 0 I 0- 0 0 I Date Issued I to i "a"n�+.Sri :M-J"'„r.:..�v„tH;w,:�':W4:,.����w.�i:n..`4dvA1'l,i'wtc�e:, +,+�+..�nr�.-....�..rr.r�;++.w-r..=,-..,.�oM"'^.'t.aw+.siar•w.-vr+..+r:-v..g..:. .... 4 No. �0 I ,�,, Fee ,/C' V y' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION=TOWN OF BARNSTABLE, MASSACHUSETTS Yes s. 7, fir.. apphration.h.f"Misposal *pstem ConstrUctidn Permit c� Application for a Permit to Construct pp ( ) Repair(Upgrade( ) Abandon( ) ❑Complete System oridividual Components L catubn Address or Lot No.,?,' 1�21o, 01W51 oelo, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: ,,��` Dwelling No.of Bedrooms P Lot Size �/� sq.ft. Garbage Grinder(4 Other Type of Building �(��Jf ���� No.of Persons✓ Showers( ) Cafeteria( ) Other Fixtures �9 Design Plow(min.required) ✓ i/ gpd Design flow provided 7 gpd Plan Date l Zl i6109 Number of sheets Revision Date Title�JJ� ��/ /� er j'C ,�? j Ci'f�C /!%� l� 1--e'l le Size4of Septic Tad . �� Type of S.A.S. '✓—J~e�� jP�Pll"' i Description of Soil /e> q j'Z ti. a 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 /e_althh.. / Signed Date /Al fd Application Approved by Date d Application Disapproved by Date for the fol'owing reasons Permit No. 9 0 1 D- 0 0 I Date Issued f- 10 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance / THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(1�) Upgraded( ) Abandoned( )by p at�7 L-, C /4C� r has been constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction Permit No.a DID-00 dated ! "' 6` U Installer �����Q/�`� Designer 4t��44-)e C01,tJt10 #bedrooms Approved design flower gpd The issuance of this permit shall not be construed as a guarantee that the system wills tion)as designed. Date ► (� Inspector �c{� �. . _C_, - ------------------- No. L'r O 00 - Fee THE COMMONWEAL_ TH OF MASSACHUSETTS PUBLIC HEALTH DIVISION'-BARNSTABLE, MASSACHUSETTS MIBtlo$aY 6pstem ConStrUttlon Permit Permission i3 hereby granteed�to Construct(,p) Repair(Pl< Upgrade( ) Abandon( ) System located at 36 f�C.=- A P the>leoal el, 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 G Approved by TRAITS, NO.: CITY/TOWN: APPLICANT: I-3p ADDRESS: wwr— DESIGN;FLOW: bpd REVIEWED BY: DATE: N/A OIL NO sig 1.�• .E,4s�i., t'� .�r: Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 Ma 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways, parking areas etc.) [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) U soil absorption system (required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on / each test) [310 CMR 15.220(4)(h)] V Names of soil evaluator and BOH representative [310 CMR 15.220.(4)(h) and (r)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address r Sheet 1 of 7 N/A OK NO FoG on of every water supply, public and private, [310 CMR V/ (4)(k)] ithin 400 feet of the proposed system location in the case ace water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 3 10 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] - Vii ater lines and other subsurface utilities located[310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] FTest of Registered Land Surveyor (required if construction ties ithin 5 ft. of lot line) [310 CMR 15.220(3)] Holes adequate (two in each of the primary and reserve uness trenches as permitted in 310 CMR 15.102(2) or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR 15.0001 System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] V } ON i Address Sheet 2 of 7 N/A OK NO ROM+ J.3 � Y+'tn i` .:•go- r- 3+;_ Size OK? [310 CMR 15223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlst tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CIAR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Vo- S fiom resources [310 CMR 15.211] x'�e� ���,zrattn:�sflJcd�'o4;r. 'tivc 7 �ornpait-Meln. T ks Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 N/A OK NO 'UIDYI�iGS +`W7ERTL� TJEIJC+ 1[� Ydk ,% ' ' ry. .�. Located at least ten feet from any water line? [310 CNM 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[11) Cleanouts required/provided? [310 CMR 15.222(8)] Thrus=blocks specified in force mains? 310 CMR 15.221(6)(c)] F[3 pe of sewer line not less than 0.01 (1/8"/fi) 0.02 preferable 0 CMR 15.222(6)] �a/per pitch on all runs? (.005 within gravity-distributed trenches beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] ✓ Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) DU MO�' Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity(emergency storage above working--design flow)? [310 CMR 2.31(2)] Proper setbacks [310 CMR.15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, discomsects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CUR 15.221(2)] Buoyancy calculations needed? Provided? [310 ECNMaERI .221(8)] Address Sheet 4 of 7 N/A OK NO Calculations correct? #} , 0 4 feet of naturally occurring material demonstrated? [310 CMR ✓ ( � ` 15.240(1)] P�<1 Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as doable washed [310 CMR 15.247(2)] System Venting required/provided? (system under driveway or / >36" deep) [310 CMR 15.2411 ✓ Inspection parts specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every-20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate I'minimum-4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] Width 2' minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet -maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater (3x if reserve between trenches) [310 CMR 25l(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] B S 1 ua�a ?� ecl fi—M560- gl?a) minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom, area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK NO d�d7L PtL1 ��V�O Y ' 14,,. Y �I, pressure Dosed Syste➢n ? Provided pump and pipiing calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] impervious barrier installation must be supervised by V/ designer [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 CMR 15.255(2)] Breakout requirements met? [310 CDR 15.252(2) and V/ Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CDR 15.255 (2)(e)] allayley s Slj s i➢.i f P..P,0V q1 e Nees Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface T'e ➢➢�dt�y e,�nEs�ia"/`a.. P Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance dIECL' Are the variances listed on the plan ? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CDR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address Sheet 6 of 7 N/A OK NO Is the system in a Designated Nitrogen Sensitive Area (Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] , Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] 1Vlcscellajteous t,to ;a r �`y OUN Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR i5.290] Address Sheet 7 of 7 r r Town ®f Barnstable ��e®FEE� regulatory Services 3 Thomas F. Ceder, Director * BARNSTABLE, K 3S. 3,x6yc�. Public Health Division �� Thomas McKean,Director 200 Main Stireet,Hyannis,IAA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form � Date: I l o Sewage Permit# a1710 -- 0 0 1 Assessor's MapTarcel Designer: D W y�, e h2Z>7 J[nsttaIlIle>re Address: / "�Gi�� 1��� Address: /ya�rmo tkk On �� '�®!// �� U` was issued a permit to install a date) /-. (installer) septic system at rJ1(ylX /fl Vv\-t� based on a design drawn by (address) l p n Cs�v� el Q. .�..J. dated . / ( signer V 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. d 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. 0jH of MASSY yG 0 DANIELA. m � OJALA (Instal s Signature) CIVIL N No.46502 Fri s TSR�O�� /3�C SSI O N A L ENG (Designer's Signature) V (Affix Designer's Stamp Here) 'LEASE RETURN TO BARNSTABLE PUBLIC HEALTH VIVIS10N. CERTIFICATE OF CQMFLWA 4CE —ILL NOT DE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIYISI®N. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-0 .doc T WN OF BARNSTABLE v � d LOCATION f f leM4 S ffe-J iV?- SEWAGE # VILLAGE ma S lyt S ASSESSOR'S MAP & LOT py INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) Lea,CA Piz` Ma© (size) NO. OF BEDROOMS PRIVATE WELL OR E BUILDER OR OWNER ea,,-o i4 a j,1d i,J 2 DATE PERMIT ISSUED: 7 DATE COMPLIANCE ISSUED:: VARIANCE GRANTED: Yes No .� _. ��rU �I way �� _ _, _____. __� .._ w . �� �� �- �.> -- PROP. VENT As Mei s SYSTEM DESIGN. SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES s� 001 LEGEND MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN 20" DIAM. WATERTIGHT (NOT TO SCALE) 1. DATUM IS APPROX. NGVD 99 - EXISTING CONTOUR ACCESS COVERS TO FIN. GRADE C.I. COVERS TO FINISH GRADE 3 X ss.1 DESIGN FLOW: 3 BEDROOMS 0110 GPD = 330 GPD 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING � FILTER FABRIC OVER STONE l�e�Rd EXIST. SPOT ELEV. - \ � z 99 PROPOSED CONTOUR USE A 330 GPD DESIGN FLOW MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 82.0' - 83.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS PRECAST H-lo TO BE AASHO H-ZQ �98.4] PROPOSED SPOT EL SEPTIC TANK: 330 GPD (2) = 660 RISERS (TV.) MORTAR ALL PRECAST RISERS Lon o TH 1 ..Y 4"SCH40 PVC 2'0 4"OSCH40 PVC COMPONENTS H-10 III EL. QL o RE-USE EXISTING SEPTIC TANK ** ,.: PIPES LEVEL 1ST 2' 5' 78 0' 5. PIPE JOINTS TO BE MADE WATERTIGHT. Pond TEST HOLE ENDS BET, SIDES 79,0' a 2% SLOPE OF GROUND LEACHING: E OOP® �UF7� oo ® ® 310 CMR 150006. N(TITLEIVS)TO BE IN ACCORDANCE WITHEXISTINGTEE o 0 0 o O O O Oo°o o o 0 0 0SIDES: 2 40 + 10 2 .74 = 148 GPD " °°°°°°°° o o °°°°°° o 0 0 0 °°°p°°°°( ) ( ) SEPTIC TANK"+ O o 0 0 0 0 006 MIN SUMP o 0 0 0 ��®®®®®� oo°o°o ®®®��®®�®® o°o�0000 0ocus °o °o °o °o °o °o °o °012" MIN. INT. DIM. ' ° ° ° ° ®®®®®®® ° ° mm®®mm®®QQQ ° © ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO O O O O O o 0 000°o°oo oo°o°o O O O O O 000© oo° GASBAFFLE O 000000000000 00 N 1°o°o°o°o oo°000000©0000UTILITY POLE - o„o„o„o„o„o o„ o ° ° ° ®®®®®�®� °° ° ° ®®®®oQ��®®�� ° o 0 o BE USED FOR LOT LINE STAKING OR ANY OTHER RopBOTTOM 40 x 10 (.74) - 296 GPD78.30' 78.13' °°°°° ° o°og° o © ° °� FIRE HYDRANT . . >°o°°°o°° Op°°°° ..00°poo°o 76.0' PURPOSE. Wakeby yY° TOTAL: 600 S.F. 444 GPD LH-20 °NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING •''''' � • '" ' � 8. PIPE FOR SEP11C SYSTEM TO SCH. 40-4" PVC. 500 GAL. LEACHING CHAMBERS BY ACME PRECAST •� USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 3/4"-1-1/2" DOUBLE WASHED STONE (3) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �o WITH 2.25' STONE AT ENDS 5' BETWEEN UNITS AND 2.6' 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 40' X 10' * WITHOUT INSPECTION BY BOARD OF HEALTH AND f COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. AT SIDES MIN. MIN. "M 34 t, 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE ( 1 X SLOPE) (-!-x SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY LOCATION 0 ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. PORTION OF SEPTIC SYSTEM EXIST. ' LEACHING 73.0' BOTTOM TH-1 & 2 NOT TO SCALE FOUNDATION SEPTIC TANK 31 D BOX 15 FACILITY NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA G-W EXPECTED AT EL. 42.0t REMOVED 5'_BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 44 PARCEL 21 APPROVED DATE BOARD OF HEALTH ***INSTALLER TO CONFIRM SUITABLE SOILS FOR 4' BENEATH LEACHING FACILITY. 1000 GALLONS AND ITS SUITABILITY FOORR RE-USE. REPLACE**INSTALLER SHALL CONFIRM MINIMUM TANK SIZE SAS AT TIME OF INSTALLATION 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND R WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. / REMOVED. VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE IMMEDIATELY GRANTED BY THE BOAIRD OF HEALTH AGENT OR BY HEALTH INSPECTOR QO / PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED BY THE BOARD OF HEARING HELD ON AUGL4, 200TH gSED1 DURING A PUBLIC 3) FAILED SYSTEMS ONLY ? SOIL A®SORPTION SYSTEM TEST HOLE LOGS INSTALLATIONS PROPOSED MORE THIAN THREE FEET BELOW GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) / AND WITH H-20.LOADING, BUT IN MO CASE SHALL THE SAS ENGINEER: ARNE H. OJALA, PE, SE BE LOCATED MORE THAN SIX FEET (BELOW GRADE. WITNESS: DAVID STANTON, IRS / VARIANCE REQUESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405: DATE: DECEMBER 16, 2009 1b: SAS TO BE GREATER THAN 3', BUT LESS THAN 6' BELOW FINISH / y0 GRADE (VENT AND H-20 PROVIDEDD PERC. RATE _ < 2 MIN/INCH / o / CLASS I SOILS P# 12789 1 ELEV. z ELEV. / GI 0 UR �� 0„ 83.0' 0„ 4 83.0' / LOT 23A 30,304 SFf 22" FILL 29" FILL A/B ALB L5 LS 1OYk 2/1 • 10YR 2/1 24" 32" \ x 80.17 E E / \/ \TOP FNDN. FS FS ELEV. 83.0' \o �\ 26/, 34 1OYR 6/1 „ 1OYR 6/1 / / .27x 8 .8 \ V 73.59 B DECK ow 82. B EXISTING Q 82..1 82 44 9 LS LS �p% �70 0 �� / \ 72.08 � „ 2.5Y 5/6 2.5Y 5/6 7 .8 , 34 80.2 60 78.0 <� 6°' / �2 \8 73 5 10� C C 82.26 \ 88 1 x 66.30 / ELEC. 16 g1. 5�i 1 0 x .24 �� MCS MCS / METER GARAGE PERC l 8 .37 x 1.92 SLAB ELEV l 81.6 / !y\ 82.4' INV. IN LPI 1 x 66.30 1 20„ 73.0' 120 73.0' 2.5Y 6 4 " 2.5Y 6/4 / \ 78. ' 32 ELEV. x s6.71 NO GROUNDWATER ENCOUNTERED 2. 2.41 x 66. / ° - 2 8 8 6 LPI �68 69 x 81. /y G 70 <" 0TH 1 71 BENCHMARK x 81\ 2 � c 2 72 GAR. SLAB TITLE 5 SITE PLAN ELEV. = 82.4 2�/" \ 1 73 74 88 \\ F x 75 \ 76 77.05 OF 3 \ PAVED 77 F DRIVE 1 78 F 79 38 OLDE HOMESTEAD DRIVE 0 84.12 x 8 . 8 80 61 ATV TEIL MARSTONS MILLS & x $ 5�- 8 R 5. ELEC AID PROP. VENT WITH CHARCOAL FILTER \ �5g 6 7 AND BUGSCREEN (FINAL PLACEMENT BY y�J PREPARED FOR CONTRACTOR WITH HOMEOWNER 8 CONSULTATION) 8 41 5.49 X3� 8, 87.79 BORTOLOTTI CONSTRUCITON/THAYER x 88.80 �.�4 88 .86 7.76 a9� .74 7.28 DECEMBER 16, 2009 0o REV. JANUARY 5, 2010 (4 BR TO 3 BR) 9p: J O�F Mg Scale: 1 = 20 SS 1.04 .65 86.17 O� =yjrFMAS39DSG DANIEI. 9cy1N Q o DANIELA. Ito A. 0 10 20 30 40 50 FEET /Z� OJALA 3c' OJ LA rn 4 No.4 -98 85.7 1.16 V N 46502 � of 85.24 04 �o 1- �j-7410 T- off 508-362-4541 �* aC� .'ssf fax 508-362-9880 CATV & T RI DANIEIE tL cti� downcape.com ELEC. HANDBO 6 O ��° IELA. �� o A. m ,,/ 5 O� o OJALA CIVIL U OJALA CA dOW/I cope engineering, inc. \ /A ')^ �o �° boo.so9sa civil engineers Fs GISTS `` q �, land surveyors S-Za l� AL �' 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 09-285 09-285.DWG(SBO) I