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Office: 508-862-4038 'W1 it%8A H jU5iFax: 508-790-6230 f�BLE EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY !�NfQ Map/parcel Number /U of valid without Red X-Press Imprint dL—if f� f Property Address �`(/� jai 1 (—� ✓1 �- .>Ud`%7S X, Residential Value of Work$ up Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address +r) 6 �� In' �e 'Ec I elcc> La Contractor's Name hovy\e �7"`o�!lf�dc�v�a�?,1 SPeLrc��►S j'S Telephone Number Home Improvement Contractor License#(if applicable) 14)7 6' Email: ; E (1c�r:C.i 1���►') S(X, Construction Supervisor's License#(if applicable) C 06 q f 5 2/workman's Compensation Insurance Check one: ❑ am a sole proprietor "&'J,am the Homeowner I have Worker's Compensation Insurance 10 Insurance Company Name Ic"lj✓ /„'?`�,L4 v-01 Or_ r2L^ Workman's Comp.Policy# wzf:� c y '�G'1 6 c,C Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) %�U�tnni t'1 Re-roof(hurricane nailed)(stopping old shingles) All construction debris will be taken to Q G F"i p�JjUtft-G� i'e,Gi k, ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum.32)#of windows #of doors: jvtJfe, Roo' 7i,e. 5 Itne iey ewe b?;o �?C' Jlac ecr t✓,pj G�r��' �Y$ �}CaS�r�y *Where required: Issuance of this permit does not exempt compliance with other 1wn department regulations,i.e.Historic,Conservation,etc. d�> e t?lcti% ***Note: Property Owner must sign Property Owner Letter of Permission. 61I-C,h7'(eTOVCA(S A copy of the Home Improvement Contractors License&Construction Supervisors License is required. J- SIGNATURE: y C:\Users\decollik W ppData\Local\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYWtRESIDENTILONLYEXPRESS.doc 09/26/17 r w w • BAMSTABLF, r Town ®f Barnstable Building Department Brian Florence,CBO Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, JC 0 hA- IPICC( ,as Owner of the subject property hereby authorize i-10 vn C% L,--' 'UVV V, ,W)i S Rr-:-t��S to act on my behalf, in all matters relative to work authorized by this building permit application for: od 'I"I I t 1 (Address of Job) 1 SipKature of Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decoll ik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\9NNOKXYW\RESIDENTILONLYEXPRESS.doc 09/26/17 6U82c_�Akr,�st C'4NiE ork� 4e.e ''3 00• r` II�o.Qi, i � V 1 � I I 31.64' ILA 46. ' I EXISTING FO(JNOATIQN cn rt+r�i ELEV=62.46 m I LOT 4 n � 43,560 S.F. 1 .00 AC, J I 1 I 20' WIDF DRAINAGE UTILITY `` EASEMENT g V1 STA Ln 1 CEliTIFY TQ CAPE COD RANK h TRUST LOT THE I,OTS SHOWN, ARE IN ZONE C ON THE FLOOD INSURANCE RATE MAP OF THE TOWN ►� ,� OF BARNSTABLE - QQMMVNITY PANEL NUMOER FOUNDATION A 5--•- BUILT 250001 0001 D - EFFECTIVE 7/2/92 OLD JAIL LAN THE LOCATION OF THE UVILDINGS SHOWN, LOCATED FROM ACTUAL SURVEY, CONFORMS BARNSTABLE, MASS. TO THE SETBACK AND SIDELINE DISTANCES REQUIREn Fly THE ZONING-BY--LAWS SCALE: 1 "=40 FEBRUARY 11 . 1998 OF OF BARNSTABLE, OUTBACK ENGINEERING, INC . SHOFti�g�c40 321 WEST GROVE STREET JEFFREY MIDDLEBORO, MA 02346 YOUN94UIST ; TEL: f— (508)-946-9231 sranu - FAX, f— (508)-947-8873 40 0 40 80 120 pATE PR S L N UR OR ;CALE IN FFET Engineering Dept: (3rd•floor) Map �- _• Parcel � �7 � � Permit# ° House# 00 Sow Jul 1 LaNre Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:30) '5�7 7z// /2 3l Fee 6 / 6 Conservation Office(4th floor)(8:30-9:30/1:00=2:00' �� 1 Planning Dept. (1st floor/School Admin. Bldg.) o .' ' , SEPTIC UST BE Definitive Pla pproved by Planning Board Api{ �l.p.r, Z^ �19'L lbV 1 TALL P UANCE ENVIRON TOWN OF BARNSTABLE TOWN A PATIO 3 � Building Permit Application Projec reet Address 90 01) Tc(l l Lcty),e Village BcwY)9-uGJ1e— Owner Flee- r-Wacci Address 1 ,� �c�fc f 9-2`f k11g0415 77/ — Wll , ; :Telephone I Permit Request �O bu,(f a 51�2 lP_ti �ttMi t�'L Howl P 44,1vid 600yeil i,wal 204A N-CUo,,7 o To OF a. Sty oul vevt COOCvefe Fbu,*1a7-rov7 Ld ffoolle - ` - reGtruv Y Wr' '� cu V V(. FdVOT P01617, Q fee e r First Floor d square feet Second Floor square feet Construction Type �y �k coo yel/)l�ov'J�{ j'f/ct wt�, �� ®�-t�/e tS Cow Ye re Estimated Project Cost $ e7 ,OQd e Q Zoning District F-2 Flood Plain C Water Protection r Lot Size / Act, / L/3, 5�C:>s Grandfathered ❑Yes M No Dwelling Type: Single Family Two.Family ❑ Multi-Family(#units) Age of Existing Structure Historic House )Yes ❑No On Old King's Highway ❑Yes ,kNo Basement Type: Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) L Number of Baths: Full: Existing New Half: Existing New No. of Bedrooms: Existing New —q — Total Room Count(not including baths): Existing New First Floor Room Count 3 Heat Type and Fuel:. XGas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ` Attached(size) 30 X a ABarn(size) g x 2 y ❑None ❑Shed(size) " a ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# - Current Use Proposed Use `_ Builder Information Name JO hG) Telephone Number Address �. o K [9 2 5( License# ll yu dJY7/ S PvGf , 0)�60( Home Improvement Contractor# Worker's Compensation# � NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , C DATE /�-/30/q 7 BUILDING PER T DENIED FOR THE FOLLOWING REASON(S) � _ I FOR OFFICIAL USE ONLY , PERMIT NO. _ DATE ISSUED• MAP/PARCEL NO ` � • t. t' � t +, ,' e� � .- _ ` •W r,-, ,, t , e ADDRESS VILLAGE } t_ OWNER • � • + ` ' + • ' —e • � ' .. . � � j a _• » . • � , DATE OF INSPECTION:' r .; 1 _ FOUNDATION FRAME INSULATION FIREPLACE µ` 1 r � � „ _ •. . • w, 1 `� ELECTRICAL:, ROUGH FINAL 'PLUMBING: ROUGH FINAL { 1 u GAS:,- F ROUGH' FINAL t FINAL BUILDING) 'pw1�� 5ft; CC DATE CLOSED OUT ; ..; s !'r coi 1 ASSOCIATION PL'AO. VC ; Q 4y- t 4 TOWN OF BARNSTABLE ?" CERTIFICATE OF OCCUPANCY I �, I PARCEL ID 278 057 a GEOBASE ID 43493 ADDRESS 80 OLD JAIL LANE PHONE ZIP LOT 4 BLOCK � LOT SIZE R DBA DEVELOPMENT DISTRICT BA PERMIT 31564 DESCRIPTION WORK PERFORMED UNDER BLD PMT ##2�089 PERK? TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services i TOTAL FEES: BOND THE CONSTRUCTION COSTS $.00 4► 753 MISC. NOT CODED ELSEWHERE 1 PRIVATE P . ...... * BARNSTABLE, # MASS. FD I BUIL�I DI SI N B�''I DATE ISSUED 06/15/1998 EXPIRATION DATE C/ Y 4 I } `"OWN OF BARiISTABLE. ,.t s PARCEL ID 218 .057 tGROPAGE ID 43493 ADDRESS, 80"OLO JAIL LANE _ PHO.N.E "LOT BLOCK- w Sizi DBA �.. . ` DEVEWPMENT DISTRIC1 PA i PERMIT- `8080 DESCRIPTION SINGLE FAMILY DWELLING SEPTIC, ETC q?--741. PERMIT TYPE . SUILD - TITLE NW4 RESIDENTIAL BLDG. PINT CONTRACTOR,;. Rt�F ' T of Department of Health Safety ARCHITECTS y r - and Environmental Services -TOTAL FEES': $613-80 BOND 00 Ox jME CONSTRUCTION 005T5 .$198 3 000.0a ' 101. SINGLE �'3�.4 ��C►N1E LE`�ACI 9 �1 I�R3�JATE P119) E_'.. .. - * BARN3fABLE, 163 Ep� - -�.F. . BUILDI oDIVISION' BY DATE ISSUED 01./02/1998 EXPIR 1'il'ON DA'IE THIS PERMIT CONVEYS.NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND M FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS.~ 1I CH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE.. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS uwso 3 1 EATING INSPECTION APPROVALS ENGINEERING DEPARTMENT - 2 (� - I - Cj BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL I WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND'VOID IF CON INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX- CARD CAN.BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. I BUILDING PERMIT Lccjs LOT 7 11'p9'59,E • >F I b 3 eq \ S 109.42' I 106\ Cr shed 20 20 3 I � � 4 eq Op 2D' w E DRAINAGE UTILI Y EASEMENT ff MAP At NOT TO SCALE 2��4 ' 46cgPi07.$ PlurrTin� PROP. - Sc�e�u�e o/ BARN C' PfrS� / DRIVEWAY' a ' II ' 5(on 1, A("evICCl✓1 80YWbor/� 41 AIbe,Tq SPrace., L4 Loam w/IVC455 seed I — Asphulr privewG ��, mJ 43,560 S.F. '- ft. 12 i r k wu I (coy . CO 3 13 y h l w 1 1.00 AC. c) A . NOTe�; �i`O N (SHAPE FACTOR 19.4%)' � A 5fec,ud efforT Stiall - 41 N r M 1 6e MajC -to 5a-fc all - � ' 2 U 1— Pnrn�U/G/hcalT��y Trees /� ' �' Q 2 Z whe✓1 C'legi,nU Tam �''.SCRE'N SUNw w w 0 CH w Werk olrea. 1 '�� DECK Tti, size ShAil �e i o Imo o to w LOT 5 158.89' Qr"tee BED OSED 4 Woolch45 shall 6e ;r:..;; t' D ROOM o J t ►HELL► 4 w nri� zc�I iransrrion /.1, . NG areas belweco Lt4W7 5 ,s'' 1 2 I 1 1'�wturul wood ,r �., 5 j �,,,t •' .. o PORCH S 1.� r 1 � '.R 4"f ' 0 ., Q y f OCD 2q 9�, F � ' .69' 1 _ — 31' 20.31 NO1'17 00 W 196.06' JA/L LANE PROPOSED PLOT PLAN PREPARED FOR: L 0 T 4 HAMILTON HOMES INC. PO BOX 1224 OLD JAIL LANE HYANNIS, MA 02601 BARNSTABLE, _MASS. SCALE: 1 "=40' NOVEMBER 17, 1997 PLAN BOOK 5085PAGEE1197 OUTBACK ENGINEERING, INC. ASSESSORS MAP 279 LOT 50 321 WEST GROVE STREET b� ��j"OF Mgss °v MIDDLEBORO, MA 02346 �� a TEL: 1— (508)-946-9231 o JEFFREY cyGfn v FAX.' 1— (508)-947-8873 YOUNGgU1ST N D 40 0 °9 037742 Q� 40 80 120 Fss Q� SCALE IN FEET s 191997 TOWIU OF AiiN,yTABLE LD KING'S HIGHWAY ' . .. ..rZ• --r-.r F•*,•.��� _ ..�;---•^�-+�--•+-�..�-.-..-�r�r '�-.,..•-+vl•.,.�.....,.....�..--•„r•r,.2R;..:.t...7..-:,«3:3,;: TME'°�ti The Town of Barnstable WrABLE.MASS Department of Health Safety and Environmental Services 059. �Eo may' Building Division 367 Main Street, Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner _ Inspection Correction Notice Type of Inspection Location . 60 o u qA t,L LJAE Permit Number �C/U 'q 9 Owner LA-U-- Builder One notice to remain on jobsite, one notice on file in Building Department. The following items need correcting: 24"i-24"L c OAj I 0 �� f Gis( t.tnl�S 1�r.71M � b►� � . �� �cr � f'!1L5�� bin �t�YJ vkl C Please call: 508-790-6227 for re-inspection. Inspected by Date ,,� ` � y b G'W.NGLLS - i, r1- r r j- rrr rI— i D r ._._I_.T- F I � _�.aKWa.�.:.— ._sun•_.• _____..... .___.::. _._.. i 14nMILTQ1il.1l0MES i TCLS- I i m i5CXELN PORCH .. S:J ICY ROOaI K�SGNE5.1 �� UI �— � c �— ... C,Af4t4C i 'y fno a.z•' �—� �� O _ *° ° uviNc.rtmn� a i emu,__ � �.�• �P�AMIQf119 HOMES t I FIRQ.F10c4.R/�N� •`••• ••^•v' �"^ '�OFF r CAP T 1/ .1 -FL-1 -4 Cevi F* I o esigns -7-7- ,;Lc--no%4 6 P,(-"4 C C_ C O 01 :urx•a x�yuzz..—:. Cil 1277. Fm • .c swwsw it I — I I I �taru.ar c�ja5u5 . �9'to 508.428.6191 _ Q li evn @�stom rA esigns il. inEiFiroil ze.ce tsl hl n wt� 1u .RUR EthVhT1UN D Z O r o,•n,, of oc o. f pe 0 I � I i I JI I Al17QI,rttn 6E�14[r_M tf:.. 1t �LL i. MAttak SI.ITL' 'p� � p J• a• a 0 i .. tao .o rr - ne — f•.-_ i O� �. t.a t.� to •to __. .. ' -- -• - • 508.428.6191 b J r r fQevl i n C[3ustom 9 esigns •eA..9nt n.1f) SECOIJn FLO(R PLAN Ll eI I c I� •axNavo..t�`..1 I o i .. al • f: , r SI i b seo --- -.-..-----•... a I r O a � � [u nroL c•�` �rt u tXr-v,�ae.l G`r.,o l .[ o.,, -1— 508•G 25a 0191 �- I_ •++L.s-MV Qevlin air o esigns 4- 0° • I/ i w r S r Wtn.MLrkuw 9L." C.- I i I II p7 n.........r c..n.. r oco. nr e e • i•corn .r..c c rams • -RIC1Sr ECEV.�T1ATi--.... t`T--- ti za.o- 01 N LOWER l2Vl1 VP?fk 1— _ I 1 , i 1. ELEVATIONS REFER TO N.G.V.D. 0,_6n t"TOP CONC. '-'OUND.) EL.= 62.50 2� SLOPE (MIN.) 2. BENCH MARK C AT THESOUTHEAST CORNER _ A MINIMUM OF ONE COVER - - - - OF LOT 5 ELEV.=61.17 SHALL BE ACCESSIBLE WITHIN 6 OF FINAL GRADE 15' MIN. 3. ESTIMATED DAILY FLOW 30.5" TO - _ _ 4 BEDROOMS X 110 GALLONS PER '•�". EL.= 61.50 - FINISHED GRADE 2" OF 1/8" T0 .1/2° BREAKOUT5918 � " WASHED STONE 5 _8 BEDROOM PER DAY= 440 GALLONS _ PER DAY. 9" MIN. 3 a�_�, --- �a 36" MAX. �' 9" MIN. 4" PERF. PIPE 1 i '�'. i 4. SEPTIC TANK REQ'D CAPACITY = 1500 GALLONS ' •'' (10') 4" SOLID PVC . ., °.. SCH 40 (31r) 4" SOLID PVC SCH 40 „ S=0.005 ,� --�- � - - _ -- ---- --- ----- - --- --- -__ ;....: 4 SOLID PVC SCH. 40 .. . . .. . . . .. . .. . . . . . . -�P L_ - - - - - --� 155 -�- � ---- P. 5-0.02 GAS BAFFLE AT S=0.02 EL= 58.50 ; i 5 LEACHING AREA REQUIREMENTS: USE <5 M.P I OUTLET TEE S=0.005 EL.=59.96 \EL 0 0 �1�-./��� P _ _----- •• ' .= 59.51 24" DIA. COVERS -� (INV. AT HOUSE) _ EL= 58.72 ,3 4" TO 1-1 2 . 10' MIN. TO -�.�=�-_T � � � l EFFLUENT LOAD. RATE = 0.74 GPD/S.F. (CLASS 1) E .- 9 / EL.= 55.0 - 1500 - GAL. _ EL=58.68 WASHE�CRUSHE STONE �„ ,r _ EL. 59.76 PRECAST CONCRETE o 0 0 0 0 0 o PROPERTY LINE a � BASEMENT ` . ••..'"':�'•;�'•. � DISTRIBUTION 7.5 2,Y 3, 5 DIA. INLETS AREA REQ D- 440 GPD=0.74 GPD/S.F.=595 S.F. SEPTIC TANK . 3 „ 10' MIN. TO BLDG. 6" CRUSHED BOX 5, 5 DIA. OUTLETS I'- STONE BASE 13» I2" 6. LEACHING AREA PROVIDED . 6" CRUSHED EL.= 58.00 14" - STONE BASE r .• USE FIELD 35' L X 20' W = 700 SF „ P.V.C. SCH 40 TEES „ �' � 5 -0 MIN, 5 -4 -r� -�-� t-r CAP. PROV.= 700 SF X 0.74 GPD/SF=518 GPD 35' L X 20' W LEACHING FIELD 4'-6" 4r-0r, 15.' LIQUID DEPTH GAS �-Z-111 ��� �� ���.% 20' MIN. TO BUILDING BAFFLE n 8 - 6 7. HEAVY GRADING MACHINERY SHALL NOT BE PERMITTED TO PASS OVER LEACHING AREAS. - BOTTOM OF TEST PIT 4-2 ELV.=49.50 , 3 ' SYSTEM 8. ALL CONSTRUCTION TO CONFORM TO THE SEI TIC PROFILE REQUIREMENTS OF THE MASSACHUSETTS NOT TO SCALE 1500 SEPTIC DISTRIBUTION BOX DEPT. OF ENVIRONMENTAL PROTEC,'TION SANITARY GAL. TANK � CODE, TITLE 5, AND THE TOWN Of BARNSTABLE ,^r BOARD OF HEALTH. FINISHED GRADE 2% MIN. O i LOAM & SEED g• PERCOLATION DATA r'� r w, 1 I ) q, PERC RATE DEPTH OF TEST DATE O � WASHED/STONE 1/2 OF 6F OR LARGER CLEAN STONESFILL 1. 3 M.P.I. 4' TO 5' 9/5/97 LOT 3 2. - i � � ! �' � °, ,.'�- r • 7 <2 M.P.I.M P I 5' TO 6' 9/5/97 ll 10. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE <7_ _ nQ " J� i , 1 1 f 4 P.V.C. -3�4" TO 1-1/2" Qv A GARBAGE GRINDER. V/ P"yppp j v 'SASHED STONE 11.11. THE FIRST TWO 'FEET OF EACH LINE EXITING FROM THE "D-BOX" SHALL BE LEVEL. A' 12, DESIGN ENGINEER TO BE NOTIFIED AT LEAST F NpTF� i / S i j �� f; tiyl 3 LINES @ 6' INTERVALS 48 HOURS PRIOR TO REQUIRED INSPECTIONS. c; 13. SEPTIC SYSTEM OWNER SHALL HAVE SEPTIC 25� rf '' r - - TANK INSPECTED & PUMPED OUT AT [EAST w / \��q `�,` ? y� ,y r r 9' ,'`f t,' ,f /' r'` l,, $ YPICAL LEACHING 1 I ELD ONCE EACH YEAR AFTER CONSTRUCTION. 14. IN AREAS SHOWN ON THE PLAN ALL TOPSOIL, PEAT AND OTHER IMPERVIOUS 0 MATERIALS SHALL BE REMOVED AND r ,\ REPLACED WITH A CLEAN GRANULAR N SAND FREE FROM ORGANIC MATTER CD- - .., / -A OTHER`DELETERIOUS SUBSTANCES F \ \ of- h f''q r v J�nvuK a. NO MATERIAL IS LARGER ,• ,� 4 j r j _ / i 1 ChAL THAN 2 INCHES. I• / ` �. 1 - ✓' i r j j No. 36488 r j ` tr it b. NOT MORE THAN 45% BY WEIGHT 1 ti, I � k � .., ���ST�`" IS RETAINED ON THE #4 SIEVE; ROP0 ' S AB SED GARAGE h t \''� i s i0 1 EL. = 6d100, � r r`` y` \ ,' LOT I ;` --- ;' c. OF THE FRACTION PASSINGA r i I L ,r \\� , �.�` THE #4 SIEVE,__THE_MATER) L pRp�pW ► �„ ) 1 , t ` I `' _ __ `mil \� �/ SHALL FALL WITHIN THE -._..� S o 4-3 56 Q S.F. I 1 17 / GRADATION LIMITS AS FOLLOWS; GA � t --�... WATER 1500 L, t� l � t j � � � I i ! ) � ..'.�\ - r�: �_ t �� fi E SEPTIC TANK ' , . i t f 1 .00 1 AC. _ - �, / rf. I / `�EVE SIZE PERCENT PASSING i _. . . 1 � SHAPE FAG�TOR 19 4 #4 100 50 10 SCREED ;` J f' #100 0-20% , PORCH - _ r r I ' ... #200 0-5% j APPLICANT f o / ( `� _ '/ ~ i ` d. A SIEVE ANALYSIS OF THE MATERIAL SHALL � ROP / / l -- �'l J i - -' f, HAMILTON HOMES INC. / a of Q��pEDR , ` �, ` - -~ - "_ - ! / ;' ,- PO BOX 1224 PERFORMED TO ENSURE THAT IT MEETS _�--r ASERgIV �2.:5U� LIIiVG -----_--__---- BE "� -' T EL = 55. UN r `�. r 4/ / HYANNIS, MA 02601 THE ABOVE REQUIREMENTS. THE INSTALLER - 00 : Z - ECK �. `-- -ry --_ - ry �'✓ ,-' ,� DEED BOOK 5385 PAGE 197 SHALL PROVIDE A COPY OF THE RESULTS TO c0 --�- / ' / PLAN BOOK 502 PAGE 11 THE DESIGN ENGINEER PRIOR TO THE ----_ LOT 7 AS BUILT SURVEY. / ASSESSORS MAP 279 LOT 50 .. L-__ �- 15._-- -' Q� � � � PROPERTY LINE INFORMATION TAKEN FROM Q 0 ; __ PROPOSED WELL ___ f �� r, LE, MASS. DATED I - -__ ^ _ _ / LEGEND PLAN OF LAND IN BARNSTABLE, o �� '�- ,F . ' i ---_: . '` '� - __ - J O �p JANUARY 25, 1994 PREPARED FOR SUBON CO. - - i w _'' : (31 BY YOUNGQUIST, JAMES & ASSOCIATES, INC. r __ - g -_.__F _ 0 N F: > ___- _< - -- µ„ -- ---� / c0/ _69- EXISTING CONTOURS 16. TOPOGRAPHIC INFORMATION IS BASED ON Q 1 - ENGINEERING, INC. / -__. c�� ;.. W! E SEiTBA D PLAN BY ARROW ENG N G r-- ._.____ µ Q _ _�-___ PROPOSED CONTOURS DATED MAY 23, 1988 SLOPE EA$ �''"'- K LINE �Typ ;' _ _-_.._._._-�___-_-_. -_-__.___-__ ' 12g EXISTING ELEVATIONS _ fS 81.1��31„ i f �____ r. /� - PROPOSED ELEVATION NO DATE DESCRIPTION BY - - � �' � ,.-� ' � PROPOSED ,� �-. �_ --��-__. _ - - - _ STRATA TEST T TA S L � � WID .� PERC TEST HOLE I ,oN / 0 ¢ ACCES$ `� �, '344 41 ' '' -N _ _ -- - K STONE WALL ----- w- -- EXISTING MONUMENTS r-- �: r- SOIL STRATA LOGS.A �,, 81 1 �,31 . GROUND WATER LEVEL ND UTI T E � -; � . _�__ � LOT 4 �! Y EASEMENT `, - r , ^� a z T.P. 4-2 ! C co k_ _ p/ nrj, HOR. T.P. 4-1 EL= 60.00 OR i` 1. H EL= 60.50 ' -- - SUBSURFACE ©fJ, p l ' \. LOAMY SAND LOAMY SAND 1 a? 1 S 81'17'3 ,�, I y`, 24' A 10 YR 3/3 58.00 18" A 10 YR 3/3 59.00 DISPOSAL SYSTEM 1 E 3 ' 3s ,� r. LOCUS OLD JAIL LANE r 337. � �-' ,�' � r' � `•, LOAMY SAND LOAMY SAND 41 I l ; 0 W1DE SLOPE EASEMENTOM/ 48" B 10 YR 4/6 56.00 36" B 10 YR 4/6 57.50 \� �II > �, o/ �P �� R BARNSTABLE, MASS. 60"60„ N LOAMY SAND o Bq ca FINE LOAMY SAD FINE 1 �- " 10 YR 6/6 72" 10 YR 6/6 4 96 52.00 12a � 50.5o D \� OUTBACK ENGINEERING, INC. ...� / - r ,, F Q 321 WEST GROVE STREET ` FINE SAND FINE .SAND MIDDL BORO, MA 02346 � --� ,..�- C2 10 YR 6/4 c' 10 YR 6/4 �, TEL:1-(508) 946-9231 ....,` J -_ NO GROUNDWATER NO GROUNDWATER �y V ' , ',, `' .'� -''• ''- -- ''' -- / -~ `�` � 120" NO MOTTLES 50.00 132" NO MOTTLES 49.50 2F � �Q. 0 20 40 60 4,4 ;,• ` ~` LOT 5 ' -' � �' -- --;-�' .IN" r. PERC. RATE 3 M.P.I. <2 M.P.I. DATE OF TEST : 9/5/97 9/5/97 B.O.H. AGENT JERRY DUNNING JERRY DUNNING'' _ " , O.E. REP.: JIM PAVLIK JIM PAVLIK ,��((� 7 ,(�� DATE: 11/17/97 SCALE: 1 =20 `i,•. _.... _.-_ - ;� _� a. `� ` DRAWN: KMW CHECKED: J.A.P. NOT TO SCALE 141 SD4.DWG - PROJECT #- 141