Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0167 MARSTON AVENUE - Health
13'-7%w 0 BATH — ' BRDROOM 13'- 0 BATH BEDROOM II O OO BULKI IEAD II I POWDER BATH - - r - - L===f - - - - - - - - - - - - - - - - - -- - �-\- - II- - - - - - -/-� - - - - - - — — — — '_8-- " RUM.-- --� oN 19 ■'�IIII 0" - B E�—DRI OOM 14'-7" Ly a) 40._Dw DINING Co LIVING— — — — — — — — — LAUNDRY � EI :E 1:1 N N Pam BR�AKAT NOOK SKYLIGHf ill UILT-IN MASTER BATH MASTER DRESSING ROOM IN WET A — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - T- - - - - - -- - .9 ENTRY 19'�om UQ A 20, FAMII[Y ROOM MASTER BEDROOM I Oo j I I I I I I I i I SLI Lill I I I i - - - - - - - - - - - - - - - - IF Q N O M O N G L E Y . S T E E N D E SI G N FIRST FLOOR PLAN M A R S T 0 , N A V E R E S I D E N C E 185 MOUNT AUBURN STREET CAMBRIDGE, MA 02138 NOVEMBER 6, 2003 FAX: 617 492 . 6262 TEL: 617 . 492 6060 /4„ _ ,_0„ co O I C C cJ O O O Town of Barnstable °FUWE r Regulatory Services Thomas F. Geiler,Director &ARNSTAB Public Health Division 9 �ArE1639. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: I CJ -I 2 Sewage Permit# 20)Z — ZzV Assessor's Map/Parcel ZF%9 Z_4D Installer& Designer Certification Form Designer: S' lsc.,, VL" Installer: 'ic_kc Address: Address: 3& !� IVoir'^?H �'�" � 1�`fts�i✓ll,S ��.�iQ( 1"l4QJy16�t5 .. b2��( On 7 1'7 W2 Ht u.�rc.Y Cc -t, was issued a permit to install a (dat ) (installer) i septic system at I G? Mare AUe ky,"Vvs is,,tbased on a design drawn by (address) 136�. IJ dated 7—f3 - Zol 2 (d signer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Stripout (if require was inspected and the soils were found satisfactory. OF MgsS9 p� STEPHEN g ALLYN- G,1: (Installer's Signature) 0 WN-SON v No.30216 signers Signature) (Af la tamp Here) PLEASE.RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc CA zc/Z ®0 3 MAIIJ OF es� TOWN OF BARNSTABLE LCCATION 162 P&k,yla y1' SEWAGE# VILLAGE ASSESSOR'S MAP&PARO AW P /20 INSTALLER'S NA6&PHONE NO. ea, SEPTIC TANK CAPACITY 1 i 00 LEACHING FACILITY:(type) C_'J Q ree- am (size) NO.OF BEDROOMS. OWNERS ` PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: M� I Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility,(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of le achin acility) Feet FURNISHED BY d714 I i� � A -ell O (1 � :PA:No.. Fee HE COMMONWEALTH OF MASSACHUSETTS Entered in co puter: OF BARNSTABLE Yes PUBLIC HEALT DIVISION -TOWN, , MASSACHUSETTS application for lkaposal 6pstem Construction Permit Application for a Permit to Construct(i) Repair( ) Upgrade( ) Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. I(s 7 VO at,S/vr. /Q VC . Owner's Name,Address,and Tel.No. 1�t6�t.ti�,is Assessor's Map/Parcel � , PARceL I 0 W ddWOad Di- i✓eee/he-." ^q 6ZgF .? Installer's Name,Address,and Tel.No. SCs -7 /- [�/LS/ Dee�S.igner's Name,Address,and Tel.No.'5�'-6'771`7 90 Z HtcJ�:5 LCa.s1wur9'iare 3211hc.w A' (j>&, , Vt;,/d3F.xaz.- ABc�G 'Br e �� 6�n�s �8 A,6A ,1 a. d� am.4rs AhA 6Z60 d Type of Building: Ak Jl Dwelling No.of Bedrooms rec s t Size 3G=, 3 7 S sq.ft. Garbage Grinder(h<0) Other Type of Building Ck of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 gpd Design flow provided gpd Plan Date �ZI1712 v/Z. Number of sheets n 11O Revision Date 7/ 3/ZO/Z. Title_5gght 54 sh,," Eli sa Size of Septic Tank_ SCT[7 �e®grrr„3 Type of S.A.S._ke,e&-n.9 Description of Soil � �,( g�,Gs on pl,_"s V -- 1 :3 537 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 b this Board of Health. ig /LG Date '" 3 M Application Approved by Date _ c� Application Disapproved by - Date ° n9 for the following reasons Permit No. bV Date Issued �5, -IOV g$ Fee -HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALT DIVISION=r 6_WN,OF BARNSTABLE, MASSACHUSETTS _ ltlYlCation for Mispol 6pstem t(Coftstruction permit { Application for a Permit to Construct(<) Repair( ) Upgrade( )''Abandon( )- XComplete System ❑Individual Components Location Address or Lot No. I G 7 Wl ov s" IAVC Owner's Nam ,Address,and Tel.No. l-(yc.tinl5 -RarA- o R C1, Assessor's Map/Parcel Mpp Z99 ;pAie�L IZC7 3 (Ji'IC/(,doocf 00- AJC1--//i4.a+ M14 GZ-VSZ Installer's Name,Address,and Tel.No. SO$-77/- qlZ Dg.i ner's Na e Address,and Tel. Q.'505 77/-7 So Z, Hic-L .c5 Cc., , UcFun, i � ��f1/leA � GJI&CM,p��/f4X/=, NvL 3Ss tZose l,.ane- l-{ ahnis ` "7F3 A ke4lh _5*, %h/a GL(oo I Type of Building: Dwelling No.of Bedrooms rc ra s - _ t Size 3 4, 3 7 S sq.ft. Garbage Grinder(/Vie) Other Type of Building o.of Persons Showers( ) Cafeteria( ) Other Fixtures l �.• Design Flow(min.required) 3'&0 gpd Design flow provided 3 78 gpd Plan Date�/7LZ 0/Z Number of sheets p`t,a. Revision Date 7 y Zo/Z Title Jrclp/Zlp c $ys{�rr► ���h �� Size of Septic Tank /.500 „Type of S.A.S. tecC.Ainq Description oof Soil y-c.�e- 10 mil lg53 &i p 1.,ic �'- 131537 J . 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 b this Board of Health. i d PL , D Date Application Approved by 1`/ ® Date Application Disapproved by Date N for the following reasons !r N f` Permit No. Date Issued _- -------------------------=- S a- THE COMMONWEALTH OF MASSACHUSETTS 5 BARNSTABLE, RNS E MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTI�F�Y,that the On-site Sewage Disposal system Constructed�Vx Repaired( ) Upgraded( ) Abandoned( )by 1I at /67 {TJ14�ZS'�BLJ ��/� #&t,0en_J- has been constyucted'n acco ce with the provisions of Title 5 an the for Disposal System Construction Permit Now �ated Installer 1 L Designer #bedrooms -3 J Approved design flow VL L9 C->O-D gpd The issuance of this ermit hall not a construed as a guarantee that the system .ill functionk esigned. Date p � Inspector i _ ------- No. - / Fee - - / HE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Vermit Permission is hereby granted to Construct X Repair( ) Upgrade( ) Abandon-(--) System located at tb 7 MPtR STo X.) A y,6. I-1V n AjAJ/1 pQ 2.T 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 coqfpleted rthl hree years of the date of this permit. f Date Approved by 7SrEPTIC TOWN OF BARNSTABLE , 7� /f Cam' SEWAGE# 0DIf,—icO � „�" ASSESSOR'S MAP&PARCELS NAME&PHONE NO.NK CAPACITY i ry i► LEACHING FACILITY:(type) (size) V�4-4M) NO. OF BEDROOMS OWNERr +.�" G�•�a�r. PERMIT DATE: ce- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY � � -�. k �_ , 1 �, . i \� TOWN OF BARNSTABLE bCATION 169 1'7er sf�a�,y ✓�. , SEWAGE # aa'%Y—/66 VILLAGE A L ASSESSOR'S MAP & LOT&v 3"W PIZ INSTALLER'S NAME&PHONE NO. JAx SEPTIC TANK CAPACITY if S17f7 LEACHING FACILITY: (type) SW C/,,: , (size) NO. OF BEDROOMS J J BUILDER O c�na„ �i9ea PERMIT DATE: 3 a V COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Priyate 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 -t O N r � 41VZ1 No. Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for �Dizpozal *potem Conotruction Permit Application for a Permit to Construct( pair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. Owner's Name Address and Tel No. Assessor's Map/Parcel Installer's Name,Address,aqd Tel.No Designer's Name,Address and Tel.No. 1t. �_®ovAMj Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil, ISE `v IN WRITING Nature of Repairs or Alterations(Answer when applicable) vm SySIFM WAS INS fAt_LED iN STRICT ACCORDANCE 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 issu i-by this Board of Health. Signed 11_11 ,> Date I Application Approved by Date Application Disapproved for the following rea Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS py� U BARNSTABLE, MASSACHUSETTS (tertificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System CRIMpo �c srlS gR adedS(E ) Abandoned( )by i Co .v a 'NSTA"T i P at 6 r> D {ter+2, YST �/` {l�eo�nsruted`STRICT with the provisions of Title 5 and the for Disposal System Construction ermit No. 4 Installer Designer The issuance 4f this et shall not be construed as a guarantee that the a t11 feu tion as d ried. 3 e? 0� Inspector _ -v.r.r--w..�..,K�f•.v.�-.,,J.�...�.s..,_.�.w„y,�,, r... .`.,,. .—.—..: .^__.,"..._-^'o'�y"_"'_wi`w .�•.w.�w...:wr-•'.a.r-r:.•a,.. ..i rw'"' i... `.. No.(� 'tom. s: koo� VA f z 4 f, �~ Fee e . � „THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS . 2pprication for ig ogar *p5tem C" "ruction Permit tE Application for a Permit to Construct Re air Components �pp ( .(� p ' ( )Upgrade( )Abandon( ) El System ❑Individual Components Location Address or Lot No. t(�T� M0_-rS TDV-_.AV e. Owner's Name,Address and Tel.No. { c Assessor's`Map/Parcel \w �3 ` Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 1-\E V. 604V SV Ste V e_ W s.0,0 3EC ` aZ-ry Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date " Title Size of Septic Tank Type of S.A.S. Description of Soil; Nature of Repairs or Alterations(Answer when applicable) Date last inspected: I Agreement: r 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 issu d by this Board of Health. - Signed ny .� .._ s�c fl Date 3 5 ON' Application Approved by / � %� �1 j� ,C ;'1 �/ �, ,� Date Application Disapproved for the following reas ns .. i Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS j BARNSTABLE, MASSACHUSETTS Certificate of Cons Yiarlce THIS IS TO CERTIFY,that the On-site.Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by_ - ���L ov �n���r..ATiu;�l at I C_n ° CS L w V\_ has been constructed in accordance with the provisions of Title 5 and the foi Disposal System Construction Permit No. dated Installer Designer hhThe issuance o this t ermit shall not be construed as a guarantee that the s es m� i11 function as de}*gned. Ll _ Inspector No. Fee—1 THE COMMONWEALTH OF MASSACHUSETTS 4 PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogar *pgtem Conotructi#49s,l I "WEER pqU sr/ A S Permission is herebyranted to Construct Re air ` DON A UPERVISE � g ( h ,P ( )Upgrade( )Abair 5Y TEM f(�C'�t�°r;�'Y �tv Vr/RITING . System located at 16 D 1v�A�S�tivJS �—hnI E Ns ' c - k--.��.�i���' OORDANcE ice, .. aTRI�T 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:Constructio must be com, leted within three years of the date of '�s/per tt. f Date: / / Approved by �� ' Town of)Barnstable Pit 15 5, 3 Of'THE T( Department of Regulatory Services I BAatiSfAELE Public Health Division Date MAF& 1639. ��� 200 Main Street,Hyannis MA 02601 PIED MAI /a,Date Scheduled t� Time Fee Pd. w Soil Suitability Assessment fog Se a e Disposal Performed By: e7�--rrkavi ►r cj-soVt Witnessed By: LOCATION& GENERAL INFORMATION Location Address _I(cn 6U"1-r v.S 14VC Owner's Name Sv i l e P, �ltah�llS l�orl Address K)ee-e,tlnow,, YNA o2.L/92- Assessor's Map/Parcel:u:(ey;, z6b i Pea 12.0 Engineer's Name Gx6, —&J�t NEW CONSTRUCTION X REPAIR Telephone# 5OQ7?1-,'7456Z- . Land'Use ktA 0iLM i , Slopes(%). 2, ' 90 Surface Stones Distances front: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way. ft Property.Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) P1c4sc rY�v-, 4�b e-,4a%AJ :M�CdAZ6, Parent material(geologic) h�OCt�� a��Cw'� Depth to Bedrock (� Depth to Groundwater: Standing Water in Hole: Cam` Weeping from Pit Face /a �d Estimated Seasonal High Groundwater �' t DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: In. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date2 ( lZ Time Observation Hole# O�, Time at 9" Depth of Perc 3 I Time at 6" Start Pre-soak Time a 0,9$ Time(9"-6") Q End Pre-soak 1,0 iJnDWe� � N Rate Min./Inch Z h^M 1►. S0;,r4A N—\-r, �Q y N Site Suitability Assessment: Site Passed !\ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sol[Texture Soil Color Soll Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o Gravel), p t 2 nl L..00sw, i a i K3 1 b DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture.. Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Collsistency,% e Z -1Za G '0 3 DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soll Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,Ild Gravel) -� W\ 1.46 DEEP'OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling" (Structure,Stones,Boulders. Consistency,% b VIA t�.tWV�A Flood Insurance Rate Man: \� Above 500 year flood boundary No— Yes 7� Within 500 year boundary No Yes Within 100 year flood boundary No Yes benth 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 soil absorption system? If not,what is the depth of naturally occurring perJ ious material? Certification I certify that onAnvirot. Wental 2' (date)1 have passed the soil evaluator examination approved by the Department"of Protection and that the above analysis was performed by me consistent with the required training ex Ise and experience described in 310 CMR 15.017. Signature (�` \ 1 ( -,`� Dater_ 2 p _ QMEALTI-IMMERCFORM 757 4 17.6 8300 17.7 cl ` E 335.53, A44 �jj \STOC 4' H/DH AD 12. K E ` RK AT � � 1 1 Q F , PATIO ' c 4.30' I l .4 AC I 5.1 n 4.3 1 HOUSE #167 ;c x 0 FRAME D WOOD i s DWELLING 15' } 3c3F .s TREE s TO ELL 17.5, RTIVE x 20.5 i '�"x' 4.5 .5 1 .2 i 4.7 r TEST 14.5 14.3 PATIO 14 13 x 14.4 z j PIT ##2 13 X 1�.a (P 10,369) 4 LA ®. • NDSCApED G E 14.0 qR 14. I n • Eq 13':6 r X � m � 14.3 IvI, LA W N ' 1, r�ri1 ® � 26.4 1 I LANDSCA 1 x 191.9 1 TEST w 19 9 ,I PIT #2 4ti. �. 1 915.0 14.4x (P 13,537) 4.5 14.8 a 14.7 x �18.4 J 5.6 TEST PIT #3 0 1 18.6 TEST PST #1 (P 13,537) 7 v 16.5 ;(P 13,53Q) x 15.3 C ;T PIT #1 x 15.1 15.2 { 15.6 10,369) { ---- ----- It 4 _ 15.2 15.0 o ----- .� \g/7U T9.0 rn 17.5 - A1INODS o 17.2 x x 1 x 16.3 ---- PARKING N �\�_ TEST PIT #4 LANDSCPEp AREA (P 13,537) 6 --_x 18.7 , 208 9� -,�_ _ x 16.3 ` 8 - 20 7.0 ^ p m - _ i o _` 6 Ups o --� .5c� N N 0 21.4 0 IRON PIPE Town of]Barnstable P# THE Tn. y�o Department of Regulatory Services ? BARNSrA9IJ ? Public Health Division Date % y MAF& 1639. � 200 Main Street,Hyannis MA 02601 ArfD MAt Date Scheduled / Time Fee Pd. y_ Soil Suitability Assessment for Se a e Disposal Performed By: Witnessed By: LOCATION & GENERAL INFORMATION Location Address ._I(a7 �lcrs i-anS Svc. Owner's Name SV l t e A, •- ��l Wticlw°oplt Jar . H3ftlAWS 1�ort- Address AA o2g92- Assessor's Map/Parcel: ;Mkn Z IB?J o Pca 12,0 Engineer's Name Gvx6, NEW CONSTRUCTION X REPAIR Telephone# 5 Oli-"'7.7 1.- 76 Z— �Land Use k4A 004 �,v1r Slopes(%) 2i , Surface Stones dl-",- Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way. ft Property.Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Plcc9c r-c�. az Iet�c�r Parent material(geologic) 6t®etA 1'?owwn�,. Depth to Bedrock �d Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face /1 Estimated Seasonal High GroundwaterP1 & DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: A Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date 2 l R Timed Observation Hole# Time at 9" q � Depth of Perc 3'i Time at 6" Start Pre-soak Time a OQ Time(9"-6") Q End Pre-soak Rate Min./loch Site Suitability Assessment: Site Passed /\ Site Failed: Additional Testing Needed /N Original: Public Health Division Observation Hole Data To Be Completed on Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)weelc prior to beginning. Q:HEALTH/WP/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. a Gravel), DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture: Soil Color Soil Other . Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste0cy.%G e 24 514ww bpsv"-17D 0 3 vv,eab. � 3:1 3 DEEP OBSERVATION HOLE LOG Hole# '3 Depth from Soil Horizon Soil Texture. Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Comistency.° Z—� IL 6 DEEP'OBSERVATION HOLE LOG 'Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisleticy.°o b V'A 41t4.tU4a� 'Flood Insurnnee Rate Map: Above 500 year flood boundary. No_ Yes 7� Widiln 500 Year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the draft proposed for the soil absorption.system? If not,what is the depth of naturally occurring per ions mater..ial? Certification I certify that on 2T (date)I have passed the soil evaluator examination approved by the Department"of nviro. ental Protection and that the above analysis was performed by me consistent with the required ha'ning expoMea experience described in 310 CMR 15.017. Signature r� Dater Q:H EALTH/W R/PERCFORM S 17.6 \ 7578'3p� E 335 53, rr 17.7 L L 44` ` s 4 HI RK AT rr 1 j Q r0�KADEGF = PA11O r i - yDf 4.30' rrr ! .4 AC c + HOUSE 15.1 �14.3 sr #�67 0RY. ` x 0. / FR Wp0 1, I 6 AMC DWELLING STONE '} "0.6 WECLE ! ONE 17.5; j RrW I x 20.5 i ("x 4.5 .5 1 .2 4.7 -- r __J G` t r ; TEST 14.5 14.3 PATl0 14 13 x 14.4 I z 1 PIT #2 '1�.7 ' `t v 1, (P 10,369)� .4 LANDSCAPED A 14 G E 14.0 �y3. • REA . x i • 1A6 14.3 i > 1 LAWN r i m; � ,I 01 I 26.4 ,I " LANDSCA � i � I TEST PIT #27 5.( 19.9 ffix (P , ' 4.5 14.8 14.4 13537),� �. w t` -7 14.7 vQ 7IN N x �1817! .4 5.6 TEST'PIT-#3, ---- (P 13,537:)� 7 v� 16.5 0 18.6 `TEST PfT�`#1 ;T PIT 1 (;P 13,53Q) x 15.3 15.2 �� a # \ x 15.1 15.6 d 10,369) ------------- ---- 15.2 15.0 p BiRiMl 9.0 cn o 17.5 x NO(/S P o 17.2 x 1 x 16.3 -- gRKING � TEST"PIT#4 f14LANOSC�PEp q ARE C(P-137'537) w-_ 18.7 \ a p 208.8g. _x __ x 16.3` 20 - _ ----- x 7.0 p� ro o .5� N 21.4 0 IRON PIPE 0 I , Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is HYANNIS PORT required for MA 12/16/11 every page. Clty/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. ImpoWhen A. General Information When filling out forms on the y computer,use 1. Inspector: only the tab key to move your DOUGLAS A BROWN cursor-do not use the return Name of Inspector key. DOUGLAS A BROWN INC Company Name t� P.O. BOX 145 Company Address CENTERVILLE MA 02632 Cltyrrown State Zip Code 508-420-4534 S 14297 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority 12/16/11 InspectVs Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5ins•09M Title 5 Official Inspection Fond:Subsurface Sewage Disposal System•Page 1 of 17 - Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA 12/16/11 every page. Cityrrown B. Certification (cont.) State Zip Code Date of Inspection Inspection Summary: Check A,B,C,D or E/always co mplete omplete all of Section D A) System Passes: ® 1 have not found any information which indicates that any of the failure criteria described in 310 C bed MR 15.303 or in 3 10 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: LEACHING CHAMBERS WERE DRY AT TIME OF INSPECTION WITH CLEAN SAND IN THE BOTTOM B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND(Explain below): tSins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. Uty/T Date of Inspection 1 State Zip Code Date of Inspection B. Certification (Cont.) B) System Conditionally Passes(cont.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. I. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh t5ins•09I08 - Title 6 Official Inspection Fond:Subsurface Sewage Disposal System•Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. City/Town State Zip 1Code Date of ate of i 1 Inspection B. Certification (cont.) 2. System will fail unless the Board of Health(and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6"below invert or available volume is less than Y day flow t5ins•09r08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Pape 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. Crty/Town 1 State Zip Code Dateate of of 11 Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. 1 Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat, or answered"yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 A Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments '( 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA 12/16/11 every page. City/Town C. Checklist State Zip Code Date of Inspection Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner,occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ❑ ® Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms(design): 3 Number of bedrooms(actual): DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 330 I t5ins•09108 ' fl Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. City/Town 1 State Zip Code Dateate of of 11 Inspection D. System Information Description: ACCORDING TO AS-BUILT CARD SYSTEM CONSISTS OF A 1500 GALLON SEPTIC TANK D- BOX AND 3 500 GALLON DRY WELLS Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Is laundry on a separate sewage system?[if yes separate inspection required] ❑ Yes ❑ No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: NOT AVAILABLE ON 12/19/11 8:30 AM CALLED WATER CO COMPUTERS WERE DOWN Sump pump? ❑ Yes ❑ No Last date of occupancy: Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft.,etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t5ins•09d18 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA 12/16/11 every page. Cttyrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: Was system pumped as part of the inspection? ❑ Yes ❑ No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no)(if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. City/Town State Zip 1Code Date a of 11 Date of Inspection D. System Information (cont.) Approximate age of all components, date installed if known) ) and source of Information: 2004 ACCORDING TO AS-BUILT CARD Were sewage odo rs ors detected when arriving at the site? El Yes ® No Building Sewer(locate on site plan): Depth below grade: feet Material of construction: ❑cast iron ❑40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints,venting, evidence of leakage, etc.): Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene Y ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1500 GALLON Sludge depth: TRACE t5ins-09N8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Properly Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. cityrrown State Zip Code ate of Date of 11 Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle Scum thickness 0 Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): TANK LOOKS CLEAN AT THIS TIME Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene. ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date t5ins-09/D8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. City/Town 11 Date of State Zip Code Date of Inspection D. System Information (cont.) Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank(tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No t5ins-09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA 12/16/11 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert Orr Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D-BOX IS IN DRIVE WAY WITH METAL COVER TO GRADE Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System(SAS)(locate on site plan, excavation not required): If SAS not located, explain why: t5ins•09/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 'a 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. Ct rr.wn 1 State Zip Code Dateate of of 11 Inspection D. System Information (cont.) Type: ❑ leaching pits number: ® leaching chambers number: 3-500 GALLON ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil, condition of vegetation, etc.): CHAMBERS ARE DRY WITH NO SIGNS OF FAILURE AT TIME OF INSPECTION Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No t5ins•09108 Title 5 Official Inspection Form:Subsurface Sewage Dsposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is HYANNIS PORT required for MA 12/16/11 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): t5ins-09= Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 f Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner information is Owner's Name required for HYANNIS PORT MA 12/16/11 every page. Qty/Town State Zi Code P Date of In spection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately t5ins•09r08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 17 L Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Property Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA 12/16/11 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: GREATER THAN 5 FT feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins•09ro6 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 167 MARSTON AVE Properly Address LLOYD,TANGLEY CAMPBELL Owner Owner's Name information is required for HYANNIS PORT MA every page. 12/16/11 City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked ® Inspection Summary D(System Failure Criteria Applicable to All Systems)completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins•09/08 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Pape 17 of 17. Assessing As-Built Cards s Page 1 of 1 TOWN®F MAIR`ISTABL•L` 9 LOCATION r ' � SEWAGE# �2oy —100 VrLL AGE ASSESSOR'S alp&PARCEL. ,._9i�lA�/a2.� INSTALLtRS NAME&PHONE.NQ. 1 -;C A e x . '7 7 i 4'12 $ SEPTIC TANK CAPACITY rev o LEACHING FACILITY.(type) (size) XT OWNER PE%Nff DATE- :3�b =r COMPLIANCE'DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply vveil and i.eaching Facility kif 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 t. 3� I • http://town.bamstable.ma.us/Assessing/HMdisplay.asp?mappar=288120&seq=2 12/5/2011 Town of Barnstable �pF 111E 1p� do i Regulatory Services ! Thomas F. Geiler,Director * BARNSfABLE, MASS. �0 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: Installer: Address: ,, s c Address: �,r On 3-zX -o\ \A 5ke_ how O was issued a permit to install a (date) (install r) septic system at \16 based on a design drawn by (address) 4- LA \ dated Ues4- Ce � 6 ei (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. a ►.�w���-•� Ca_As) v ot-t*_cv cta' +z, poloua r4-4. syskv— s. Pcertify 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 R ^lations. Plan revision or certified as-built by designer to follow. j A"OF 10 STEPPHEN 'y �\ ALLYN o WFLSON Coil (Installer's Signature) No.30216 for�`6'ISTE� 6w AIAL j9e`• In esigner's Signature) (Affix Designer's Stamp Here) p PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE-BARNSTABLE PUBLIC HEALTH DIVISION. �N THANK YOU. `J Q:Health/Septic/Desiper Certification Form " 26 8 /� COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d DEPARTMENT OF ENVIRONMENTAL PROTECTION . In Syey TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: aze � Owner's Name: Owner's Address: Z?e1 Date of Inspection:2T/,i2/e 7 Name of Inspector:(please print) Company Name: , j&w AS I-o#441s,,gpA Cat,,-- Mailing Address: 6-7r5/ DCo $7�1c9.-- C�Y�'�P✓i!k. �r1�R Q2�.� �'1 Telephone Number: 77 R—o.2-Y9 E .�a CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the inform tion reported below is true,accurate and complete as of the time of the inspection.The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to Section 15340 of Title 5(310 CMR 15.000). The system: asses Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fails Inspector's Signature: Z Date: .2 7 The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: '7 Owner: ! � Date of In ection: 2/i2/e 7 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: �Y V One or more system components as described in the"Conditional Pass"section need to be replaced or - repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent.System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. . *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: IVO The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: Title 5 Inspection Form 6/15/2000 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM -PART A CERTIFICATION(continued) Property Address: Owner: O. Date of Inspection: .2//J-/e•7 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: _ Cesspool or privy is within 50 feet of a surface water Nd _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: !LID The system has aseptic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. No The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. p(o The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 6iQ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**.Method used to determine distance **This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.'A copy of the analysis must be attached to this form. 3. Other: Title 5 Inspection Form 6/15/2000 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PAR Y A CERTIFICATION(continued) Property Address: /G 7 Owner: Q • -a,:, O' O Date of Insp tion: D. System Failure Criteria applicable to all systems: You must indicate"yes"or`no"to each of the following for all inspections: Yes No 0a Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool /10 Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Ito Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool _ No Liquid depth in cesspool is less than 6"below invert or available volume is less than'/Z day flow _ yV Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(§).Number of times pumped Any portion of the SAS,cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. IVp Any portion of a cesspool or privy is within a Zone 1 of a public well. ,yam Any portion of a cesspool or privy is within 50 feet of a private water supply well. �(p Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis.[This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] &0 (Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the.system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following:, (The following criteria apply to larX addition to a criteria above) yes no _ the system is within 400 drinking water supply the system is within 200 to a surface drinking water supply the system is located in ativ area(Interim Wellhead Protection Area—IWPA)or a mapped Zone H of a public water If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. Title 5 Inspection Form 6/15/2000 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner: _ Date of Inspection: -2 r Check if the following have been done.You must indicate`yes"or"no"as to each of the following: Yes No Pumping information was provided by the owner,occupant,or Board of Health A10 Were any of the system components pumped out in the previous two weeks AL Has the system received normal flows in the previous two week period .' No Have large volumes of water been introduced to the system recently or as part of this inspection? _ Were as built plans of the system'obtained and examined?(If they were not available note as N/A) y _ Was the facility or dwelling inspected for signs of sewage back up? 0,s_ Was the site inspected for signs of break out? ,j�p_ Were all system components,excluding the SAS,located on site Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum _W_ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems° The size and location of the Soil Absorption System(SAS)on the site has been.determined based on: Yes no _ Existing information.For example,a plan at the Board of Health. _ Ilk Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Title 5 Inspection Form 6/15/2000 5 Page 6 of 1 I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY-ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 7 Owner: Date of Insp ction: FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Number of current residents:o IDic.Za.a•at- ; Does residence have a garbage grinder(yes or no):�a Is laundry on a separate sewage system(yes or no):dL [if yes separate inspection required] Laundry system inspected(yes or no):AD Seasonal use:(yes or no): FS Water meter readings,if available(last 2 years usage(gpd)): -T .5- 9 o S— /0 51?r0 ,¢L Sump PAP(yes or no):FLU 10 Last date of occupancy: Spa,,k Ij vC0,9 COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based o 310 CMR 15.203): - Qpd Basis of design flow(s ats/persons/sq ,etc.): Grease trap present(yes r no): Industrial waste holding pre t(yes or no): Non-sanitary waste disch e o the Title 5 system(yes or no): Water meter readings,if av ble: Last date of occupancy/ e: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: illoa/ff- Avg.%.��<.� Was system pumped as part of the inspection(yes or no):_ c, If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM eptic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no):A6� Title 5 Inspection Form 6/15/2000 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM -PART C SYSTEM INFORMATION(continued) Property Address: /4 -7 fir#.. l 494A' Owner• ��/ltc.� Date of Ins ection: BUILDING SEWER(locate on site plan) Depth below grade: 24 Materials of construction:_cast iron &-4 PVC_other(explain): Distance from private water supply well or suctipn lime: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK:_(locate on site plan) Depth below grade: /8 Material of construction:_j,?e6nncrete_metal_fiberglass_polyethylene _other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: /f°o ,o-t H/-v Sludge depth: iYoa�,ff Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Xeme- Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: (/is vAe- Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): A(o Pa-v f Nr.-e.6e GREASE TRAP:_(locate on site plan) Depth below grade: Material of construction:_concrete metal fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of s o top of outlet tee or baffle: Distance from bottom scum to bottom of outlet tee or baffle: Date of last pump' Comments(on p ping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet' vert,evidence of leakage,etc.): Title 5 Inspection Form 6/15/2000 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C S'YST7E--M INFORMATION(continued) Property Address: /!{7 :y� c .c Owner: Date of Ins ection: s 7 TIGHT or HOLDING TANK: (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of constApction: �ncretce metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present es or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,,etc.): DISTRIBUTION BOX: -—Z-(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert:—.0,E GS-ti,'C Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): PUMP CHAMBER:A167 (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Title 5 Inspection Form 6/15/2000 8 Page 9 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM- INFORMATION(continued) Property Address: Owner: 4914 aZe Date of Insp tion: .2 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: L o a f r-rt n ii✓ Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: "zv leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): CESSPOOLS: (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: t _ Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwa inflo es or no): Comments(note cond' ion of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY: (locate on site plan) / Materials of construction: Dimensions: Depth of solids: Comments(note conditi of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Title 5 Inspection Form 6/15/2000 9 Page 10 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFO RMATION(continued) Property Address: 147 CGue Owner: Date of I pection• ;k / o `7 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building. Title 5 Inspection Form 6/15/2000 10 Page 11 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM YAKl'l; SYSTEM INFORMATION(continued) Property Address: /i �7 Owner:--- /,kec�P Date of Ins ection: a1zA1&-:z SITE EXAM Slope Surface water Check cellar. Shallow wells Estimated-depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting.property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators,_installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: . •9 /3 t /Y Title 5 Inspection Form.6/15120.00 11 f TOWN OF BARNSTABLE LOt..ATION %°� ' ' •. - SE WAGE GE #:�Q�,►-10d f LO VILLAGE_l� sac►*< ASSESSOR'S MAP& T �9'BPI� INSTALLER'S NAME`&'PHONE.NO. r- SEPTIC TANK CAPArITY' LEACHING FACILITY (type). (size) �s�7d NO OF BEDROOMS <S BUII DEl O '6WNE DATE: o COWLIANCE'.DATE Separation Distance Between he: Maximum Adjusted Grflundwater--Table to the B.ottom.of Leaching Facility Fett Rri�ate Water Supply Well and Leaching Facility.(If any wells eiust on site or within 06..:teet of leaching factLty) Feet Edge of Wetland and Leachun ;Faciltty(If any wetlands emst g_. within 300 feet of leaching fac�Lty). ug <: . Fe et • Furnished b �`� ; zz r 4 f 3 1 ^'• I p j .. wr NOB N311ifAa 93 S. WF ,...:L: Olatrj ttPY.L'l7P71 ry- 1 e ' DFsLGr DSIPoCf AP.'4{GU6Dt PRD79:eLN) � '� i[�A,HI(Of AREk:43•a60 xg f .rx� ':rT�c � �n t5 : �18$p.E f.PRONU .2C 7 ,� 4 - 454DUTA111YDOt-is5 � rgo- I ;r �.. '"� i 4 ts2 �:_•�G .":i,.', � t25 ;! h mnNr sEten�x 3o SIX a REM �� LOd15-FRUPPxIY 6 alWrrle As ,� A55690RS NAP Zee IM DUDOM I2.134 PAGE 243 8. ,� t" -.: � 12, r No Rmm PIAN Devo tws PROPERTY t43 t NUI C01®IUMIY PMRl �ER 250001:0006 AM' � i \S` \ ,,``` S'•• c •O � THERM P RASE YAP DEFwEt 7F6 k°FA .:J `23Di AS ZONES C d e tJ�. \` GDMDD 3-'�' '4•..; \ PR,� �d a�4 '., PRDJECf BEi7OfYMet DWIAI NGL9 S 4- ti. +"•K;k36. - 70N a PK WE SU e1 PAVBWem�O f1EY •i'E' q _: '� 34-9 .. - PROIM OMM r t t• _ J ue • MMY 1NDDER UdAum :.,y-y G .`�' t "�"'r.�- r NEW YOW6 W 1OW3 n N:n✓ a .r �.: - l 't tMM i 2 s4 �#�si etr► ` f Iss ts.9 ate 3 o '9 '�? j �/f' n�•°`�____ Aga pR+�°;." f a ¢ !r ) � 1 fHf16►'DNi.W 11E 9ST Of YY p10RIDZ 11E�:.; 'fOAC PAR�FI ' Om101C AND PpOPoSW 51M1f2UIR.S FImN MDieall AIS IeWm - tx iN1RNN W ita teoARmtls eNwx wIR ARE N2T tantw s xrs S0 rr sleet A 9Rtu e1DOD xNUIe ARDI ONO STNE� MD� i .7N6 PLAN 6 NOT W E R691M NOR or W/[:I®W F509JNi.il83S R&L9FAO1 PRRF5MW LW 9.e1EWR 1JS¢ ••• - T TYPICAL SYSTEfiiI PROFILE R�A(N 1OUSE <' Wr OF Ilimnaut([nP.) 2t5- rAi. TO SCAIE 2 f f47i OVQt SEFIt^Sv51Q1 6:NlPAYER NNNItDIE t a f%Att3 iA£h97 NEPDED. AMISf cONCREIE COVERS to e• ISIeReD aaoE--2Rrr at�StAtp F4�7a-D 6RME t ! T?D I.: 2 SY57EN 7D VETOID t.Fi6iE trmm.;aauc asi't w ter Itr nesmroE?ate a t� it ts: anc'vs toodAC 11IEtOt--IY-ts: IE IEIW I` 9'(min)rAW f sa rvt: - } 5 e zotc ereoos ar+�a tzlracDm PNC DE EM CD C3 _ Y13oo tat1DN SEPTIC AW emt tE1O tC CNUlBf7ti w au, I.r � t)e n...ze . ,.4. , 6: rr�t tltieR EaaNDsn ffifJ->� TYPICAL SYSTEM. PROFILE BUNKHOUSE NorEx I .ff''NtFA OVER SEP7IC SM7M IS UNPAVE %W'WIE COVM d .. ..:Mr.To SCALE Rtii+ES ARE Wn NIF M A.Mest CM CKM eoNEr6.W C • t11B® -am :av tuel rte-RNIC •4c (ewer W eNo-3 ?. 2S15IE11 TD DEVEMED. . =itwK4E.5asr:wNE eR®m ti x a�:;wa tur: 1703 Poe aam bkR IAIOOCippm.+as—tr: mtn Petit Y•(W BE 1ft'EU (,M)C— si ae'( C • ". 4'St2l 40 PVC _ -•• - - 4'St2l M PVC em O 2AS . .. 0 2AN otx CCIRFJ.71011 NL Pvc gjw V SOL iG PC �;,; � m>ff;E+[ItTOeO t2NlleiisEFF 4 D r — "T. . u .�.i.•. '.' ••' ...'.:.:::i e.tl11 STONE t.eoD cAunN sEPrtc 7AW DISIWeMM em IFACeaeG aaNeER I ► Nn Nawna ot< nu...ee s Pa..20 H-ZD N-20 I F 1 + �{y DEEM SCHEDULE-MAIN END .` T - g - Ex61BM. SEVER L4V9R A7 fOtR>!WiDH war ma t65 Sbob Tat i y - _ sonQJV9tf 6110SDrl1C TA\R 9: f WETt BlVERr OUr �- e Co Geisasd _ SEVER 6ARHf MID�DSTRfdRtON EOiT :=159.. O Go Qos Sots -SVM mE Mff:Or-:DtSIl6BU7tOts`SOL� Electric YeMr - SERER INPERf CYtO':tFAQ'lNG SYSTETI -iSA. .N ,Cofch Down \\ We, 'OF 1E{G@O IpjP,,M 130Ill waterer eier �° TABIF Ng1E 0ffiF1NED AT8 2- AT 7EST W P�9341 : �- `.- " LCaclftkea$e m sod God& 2DD.0' To3t FR 4 BEDROOMS AT 110 6 am.po011 440 CPD OotR. ° NO OAR3�6RN17ER �. of Pwaned BORN, Calimb FEW DUE a/}.i AE1Ll aCll�. ::(ails t) FMlllA Floor M-Spocurb Bm 8 0o0 Figs $' °' Q-rJ tmL IDIL7RNG AF54:oF$As .- r� Wi twoasttTt 440 6FD/a7i SFB/5F -WS SF AK S• LOGS. .. DA7E:E2MM - - � PROf'O�SYSr:9t'., `' Ps=P)0,369 L(g+���=240 SF. RNMMR: PDARDOPH[LSL.7HAGEMr: . 416 S;F. SrephmATPdsm PS 1MB1.1101$E�T iS .:.TQAL:a 6M S.F. TEST PR TEST PIT G.S.E - 18 5f MIA 4ttsr PIr.Fz 77 U Moon, ..: F.$ DEstcEF�s 01DtIQfOlISE ELEYPAt10N iJ' 10�YR-3� '8' 10 YR .- �o w SEWER 6rs ATE FOQASVISI BU+eD1DusE t� "" B B Sao eiSx.Fr RrrF t-P"�'7Atix :.11a 32- �5 g is were SEWER N1"WT OUi�-tjw:: i13 C O 10 trE: , / Tao 1i4, 's Ream modrum 12SEM 1 � p 13Y 10 VR:6/4 4 I0 YR.5/6 DNW 2,70 SEWER' TFIL7FAG SYAETf. :ItO 7a✓ � `WOODED - i BORW.oF tsAC%DrC77 :i7rmtaT :1E0 PFW O Qh' ,�� -_r y' -..., / '' (OVER 7/ 1i0 095ER/m Ai EL 29 - -.ID.�BIOCIEOFIRD IIDF Q.10(/N - _ —�1¢ r cTF 19 76Ft7'—ALFI :. .. - uo6iF to Sner �rarr,,,,,�,,��r����. T oa1D) p., , ATea R msc N, a' in�1E fir:�s.e... tzO SPp/BEDIi00Y.movD GENERAL NOTES.no G1ZR�E R Im we two y ALL SYSTEM OOASONE/RS 91AL 11E awamii:ACCOMOANCE -:'. 107.3g•.:: tc.. I EL-ls:�s• �" FFrs 2/1 eilL/.war (aas r j Mit.� Eoo ina.,CODE 110AM .:. .. g, s Fat c AREA of SAS: AM'CEMNGE TD THIS PLR k&BE APPROVED IN VWlG . (�)3 a. 39J t'Df a74 GPDAF. .446 S.F.UKBY OE9tiffiC t1VC7�. .. wm CMEMUCDOD 6 Kg� PEOPM SIM 'NOISY 7NE VIGO R R BO fft7H A� ttAH eoOK 203 psm 4Y ,j"'_n((rs3. rO -9DEtwu(iC*307(z =te0 sf: _ FOR a6PECnauE `....•.- - .. -f` BOTI011 to'x 30'.300 S.F. FOIOMIM EIEVW=MKT BE CHECKED WM COMPLETM. N/F.oiiE:ae g.y .. W87RI016E-3 BEDR0016 7DLV.-46D S.F. _ F�twMs 7mMDurAPPROWbxREpi C11 in .._�. - AILSN6TAR1 UISP066151'S7E11 PIPMC TO OE.4..PVC.Sat 40 . FzcantTE AND RtDLCE-Nt AR616TmE Wa@ML:9F otimm S OWUPIDW THE LF40M MO FOR A 06Wn OF Sr PER 310 CWR 1S25& IOOVION OF 1ONkRtilOM UIRM ARE APFRf6MWE AND. SHOULD BE VERIFIED N 7HE FED BY 71E NMOPAWE .` WOIR•COIewA•pwoR ro ANY ODNSMUL7101L - .. PROP=SYSIEM US REKWFD BY WW OF HEALTH AND APPROVED OH: - kNtlgE FRAME.A!A" a, ; rnvER'm sReDE IN, Avenue ; 167 Marston (G uNUER PAYEMOIf) .. WASHm STONE t, Hyannis Port,Massachusetts MOM FOR J.Brian OWeW _ �' G O Y'is' L �t- •65.. 2. 4. 2. 52 I Septic System Deli 9 n ?ETE LEACHRVG CHAMBER DETAIL: MAIN HOUSE PLAN OF PRECAST L?iACHWG CHAMBERS MAW HOLfSE (HNO SCUE 20 WOW BAXTE&NYE&HOLMGREN,INC. Eo&Registered PFDhsioml a and Land SDTveym 8I2 M&Sheer,Ostervilk Mamchmft 02ti35 Phow-ON)428.9131 Aix-(508)428-3750 WNFTOIEro FROE A n 20 0 20 40 IF UNDER PA - - SCALE B4 FEET . r SCALE.1*40• 05/03 o o,. iCni�Z3rE r. s c ' .E f:L', :-.� T' :4..f0, .. .. .. DATE 12 'j'�-f DATE 3 4 C-1 I • t ME-LEACHING CHAMBER DET ❑• BUMMOUSE BM OF PRECAST LEACHWG CHAMBERS: BUNKHOUSE «o scuc .. . ..... M�w= O:\03\03-058\survey\worksht\2003-OSBSP2. _.:.:. JOB. 2003-058 Town of Barnstable Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,KS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. December 30, 2003 Mr. Stephen Wilson,P.E. Baxter,Nye, and Holmgren, Inc 812 Main Street Osterville, MA a s R �1�67 MarstonsAvenu HiyannisportA L8812Q '.r. .�. �� „ , ��.� ,�� �,. �. , . . , Dear Mr. Wilson, You are granted permission, on behalf of your client, J. Brian O'Neill,to construct two onsite sewage disposal systems designed to be connected to two dwellings totaling seven bedrooms proposed to be constructed at 167 Marstons Avenue, Hyannisport, Massachusetts. The septic systems shall be constructed in accordance with the submitted plans dated December 5, 2003. Sincere ours, Wayne M' er, M.D. Chairman BOARD OF HEALTH -TOWN OF BARNSTABLE Q:HEALTH/WP//Wilson7BedsOneill -- r Sf1E T DATE: BARNSTeBLK bMss. 9� 11 639. REC. BY I ,�EDD Town of Barnstable SCAED. DATE: /O Board of Health 367.Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. Recruest for Approval of Septic Svstem in Excess of Five Bedrooms LOCATION Property Address: [(.I M e-rs hm s urnix- 144c.4his Qe r♦ Assessor's Map and Parcel Number: M Zg g @ P,.I 1 -^ J Size of Lot: Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes We No PROPERTY OWNER'S NAME CONTACT PERSON Name: J Lrraw O'ICI e'I Name: jA,.,, A. I.0 Asr., , P.1✓. Address: _-O'Neill.Companies_ Address: Qn,,6r-. &3jA9L j Nelmg1rC^ 700 South Henderson Rd. 91 z os lzr w ti l Le , hn e} oz`SS Phone: __Suite.225__ _ _ .— _ _ Phone:`-50V 4Vz2_91-31i evP I3 King of Prussia, PA 19406 Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of floor plan submitted(e.g.house plans or restaurant kitchen plans) s ' APPROVED Susan G.Rask,R.S. NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Barnstable Assessing Search Results Page 1 of 2 THE / Home: Departments:Assessors Division: Property Assessment Search Results —back to search 16 7 MAKsTON A VENUE Owner: MCMULLEN, HOLLY WILDER Property Sketch legend Map/Parcel/Parcel Extension 288 /120/ Mailing Address MCMULLEN, HOLLY WILDER %MCMULLEN, CABOT&JOHN 41 FIFTH AVE#913 NEW YORK, NY. 10003 Assessed Values: Appraised Value Assessed Value Building Value: $ 10,300 $ 10,300 Extra Features: $0 $0 Outbuildings: $3,100 $3,100 Land Value: $222,000 $222,000 Interactive Property Map: ap requires Plug in: Totals:$235,400 $235,400 1 have visited the maps before � . Show Me The Map %- April 2001 photos available w Jill „w.. Sales History: Owner: Sale Date Book/Page: Sale Price: MCMULLEN, HOLLY WILDER 3/18/1999 12134/245 $0 MCMULLEN, MALCOLM 933/359 $0, Tax information: Tax Rates: (per$1,000 of valuation) Town Tax $2,212.76 Town Fire District Rates Other Rates 9.40 Barnstable 2.88 Land Bank 3%of Town Tax Hyannis FD Tax $680.31 C.O.M.M. 1.54 Cotuit 1.88 Land Bank Tax $66.38 Hyannis 2.89 West Barnstable 1.96 http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/... 1/22/2003 Barnstable Assessing Search Results Page 2 of 2 Total: $2,959.45 Due to rounding differences these values may vary Land and Building Information Land Building Lot Size(Acres) 0.85 Year Built 1935 Appraised Value $222,000 Living Area 678 Assessed Value $222,000 Replacement Cost$51,455 Depreciation 50 Building Value 10,300 Construction Details Style Ranch Interior Floors Carpet Model Residential Interior Walls Plastered Grade Average Grade Heat Fuel None Stories 1 Story Heat Type None Exterior Walls Wood Shingle AC Type None Roof Structure Gable/Hip Bedrooms 1 Bedroom Roof Cover Asph/F GIs/Cmp Bathrooms 1 Bathroom Total Rooms 3 Rooms Extra Building Features Code Description Units/SQ ft Appraised Value Assessed Value FGR2 Garage-Avg 352 $3,100 $3,100 Property Sketch Legend BAS First Floor, Living Area FST Utility Area(Finished Interior) UAT Attic Area(Unfinished) BMT Basement Area(Unfinished) FTS Third Story Living Area(Finished) UHS Half Story(Unfinished) CAN Canopy FUS Second Story Living Area(Finished) UST Utility Area(Unfinished) FAT Attic Area(Finished) GAR Garage UTQ Three Quarters Story(Unfinished) FCP Carport GRN Greenhouse UUA Unfinished Utility Attic FEP Enclosed Porch PTO Patio UUS Full Upper 2nd Story(Unfinished) FHS Half Story(Finished) SFB Semi Finished Living Area WDK Wood Deck FOP Open or Screened in Porch TQS Three Quarters Story(Finished) http://www.town.bamstable.ma.us/tob02/Depts/AdministrativeServices/Finance/Assessing/... 1/22/2003 a n Will vE NOB HILL RD jig wr 288121 IP 288122 � � �� WM ZL Of E i �.az � � 2881E18 � 00 � 2882(8 ROM #175 QSw #so � ��28819 s ji r 3} pp1.y "t Lim 288 IvRo 3 W�ll ��E 2 �28 3' 8#$p� 288182C all NOT EE QUAIL LN288116 Health Complaints 15-Feb-02 Time: 9:00:00 AM Date: 2/14/2002 Complaint Number: 3269 Referred.To: DAVID STANTON Taken By: DANIELLE ST.PETER Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: I Number: 167 Street: MARSTON$AVE. j q iS 210 4' crarataon of eians ana Jpect?ncanuua r-7 u •. r< t'+n - r I — The plans and specifications for every on-site'system shall be prepared as follows: (1) Every, system shall be designed by a Massachusetts Registered Professional Engineer or a Massaclzusetu Registered Sanitarian provided that such Sanitarian shall nnt-design a. system designed to dischargc morn than 2,000 gallons per day pursuant to 310 CMR 15.203. Any other agent of the owner..may prepare plans for the repair of a system.designed to discharge not more than than 2,000 gallons per day pursuant to 310 C 15.203 provided they are reviewed by:a Massachusetts Registerzd Sanitarian and•approved by the.approving authority; .(2). Every. plan subrnitted for approval must be dated and bear the stamp and signature of the designer, (3) Every plan for a new system or plan for the trpgradc or expansion of an casting-system which requires a variance to a property line setback distance,:must:also reference a plan which bears the stamp and signature of a Massach'nsetts; Licensed Land Surveyor in accordance with M.C`i.L. c: 112, § 81D; (4) Every plan for a system shall be of suitable scale(onc inch =40 feet or fewer for plot plans and one inch= 20 feet or fewer for details of system.=mponents). 4,6td.shall include. : 'depictinit of: (a) the legal boundaries of the facility to be served; (b) the holder and location of any casements appurtenant to or which could impact the 'system; . . (c) the loca$orr-61 the all dwea--ig(s)or building(s) existing and proposed on the facility and ident;frearidri of those to'be served by the system; •-(d) •the l-acation of existing or proposed impervious a`:cas; including:drivcways and .parking areas; -__.. (e) location anddimensions of the system (including reserve area);-: (f), system design calculations, including design daily sewage flow, septic tank capacity (required and provided); soil absorption, system capacity (required and provided); and csi-ncd for garbage gandci; • whether system is d g • (g) North arrow and existing and proposed cosz�o4rs; (h) Iodation,and log of deep'observation hole tests including the date of test, cxishng grade elevations marked an each test, and he names of the representauvc of the approving authority and soil evaluator; . (i) location and results of percolation tests i icludi�tg the Bate of test and tha names of the of the approving authority and soil tvaluator, representative . --— — - (j} name and certsficatinrn number of-the-Sock Evaluator of-record-.- .. (k) location of every water supply,public and'private, 1. within 400 feet of the proposed system location in the case of surface water supplies'and gravel packed public water supply wells, the proposed sy stern location in the case;of tubular public 2. witlua ZSO feet of . water supply wells, and 3. within 130 feet,of the proposed system location it the. case of private water supply wells; ..... _... _. 1) suppllocatiy ll any surface waters of the Commonwealthv�rivers, bordering vegetate wetlands, salt marshes, inland or coastal banks, regulatory floodway, vciocizy zone, : surface water supplies, tributaries to surface water supplies,certified vernalpools,private : water sup�lics or•suctintt lines, gravel packed or tubular public water supply wells, ' subsuezce drains, leaching catch basins, or dry wells; and the location of any nitrogcn sensitive area idcn ed in 310 CNS 15.215. within which portions of the proposed _..._ system are located. (m) ' location of water Lines and-other subsurface utilities on the facili ty; (n) observed and adjusted ground-wirer elevadon in the vicinity of the system; a)` a complete pzof•.Ie of the system; (p) •a note on the plan listing all variances-to the provisions of 310 CMR 15.000 sought in conjunction with the plan; (q) . the location and.elevation of one benchmark.within 50 to ?S fees of the facility which is not subject to dislocation or loss 4itrng constructich oil-the facility; (r) when dosing is'prcposed, 'complete design end aPeeiriaacinn of the.dosing system proposed including but hot iirtdud to dosing,charnber capacity (required and provided), pump curves and_specifieadons, number .tif dosing cycles and depth per.cyclic; (s) when a Rccirculatitg Sand Filter or equivalent alternative technology is required or proposed, a compcatior.for the system,including a hydraulic profile; lete plan and specifi (t) a locus plan,to show the location of th. facility including the nearest existing street, (u) the street number and lot number, if any, of the facility, and. __�) the rnat=als of construction.and the specifications of the system. clef•� .oyae.yuaafimplmq -,_..a..IUGO'1b15BptlSxminm-VAO?I ISB785]IO.I IP."!---}-_.A_. oyy,nfiyg!q!cmdce.e4l euroaeq ZLbr-ob Lvor-log Lc'YY"s!uu�eflH b+I I Y.09'O'd euma!wo.o/pue c.a..e•ee!aurda.zip JO[I SILLLLI'1{. "-i---, T; flue pne:ynewnaop e:ey;;o ��'•-i�-f !SDI•U IS2.1• �I'7.12UIU1�'J-,-- _ aaveyeoaae oyy:e;nygana vo!yan.ycuaa ---- ----1 ; `�.. I 43lm fimpeaaa.d'mryan.;tuna;o gr.+¢LLn�saa�.d L dl I `: ; ;vow auewwoaey;oin!•d.au6!ce¢oyy --_._-- w(5 s,�v6wj1)11nq I6110SjS�30J(�,i.._I. 40/LO/E Su6saG/avu,u.,lasd p uo!;ue iae e4io1146 na.q eq leyc ./ O e;newnbpe:eyy nn pen!�ynna:fin!m�.p --! s�,I.lpl7os s*f Jglpe�t.l,��uu�7{ - :SNaGI^aN n,pu�•�nn!:new,p reTon ey;nl :N o l I IV IDO c m:pue:aa..e eal suede u:ry fiv: .. } .1ca�1�N��1 �1�1 � •- ublsa¢aul}o uores!w.lad ~ ➢ � us33UmsseAdxalnoylan pB31414o.1d 51azn8.l ;- z r aalb!saQ6u!plug l6uDlssa;0.�! �o-11-1f1polq'l6 ld qw bui—ow auo 4 Z 'l zNul Olpou.lga abuuo illnMd lgsulo6l9.lo0 a uplZ'sl.moey�nlBu b51 fivdea!dL to 61011 :•403�7u-dpl sg�puv dutoy—4-n�j :1�9r-CN.4 suealaayi us.. eatoosJ.S N m yztG Ww *"d- C� I. 1. „O-,F 1 7 R � n I � 0 * � c o= o= p so 1L a --------- -------- ^-------- I I I \ al_n � I I a I ? a 1 `------------------- ri -------------------I i� xwg a I I xwa II j I o I I II �a$ L II_J Day (I j ii 33a � °a.� 33a II i l o � I� m II d`� II I i•'� .. D m !I!an0 saa new•»pxy F �1 b` '• „e-,, 1 I I ..e/ I I n a e J p I I !4nosaa a°�/aP, q `I i I o II \3 II x � i" • - II J I I II L- I I mfi s II -------------- I I t I !! I I s + 1 - " I s 11 \ r I I Lj I i II i I 1 I I I I I I I ®.m•wa I I I I I ________________ I j I II _a II I II ..e/s I. •..b/l a-,a.o.,. I °-° p II why II I I a.o., 0 . m ' !IHnoa¢s oe�•'nwV 1 r 3.3? _ II d � ,rL-,l 1 i i !I.Nn Osas eua—puy m III 0 ------ U--- � I eh r_II_,� ! it KA --------------- -----� 1 --i-011 I L___J I . - 1 °i III I I I I t I I i I I tl a I I I I 0� I ` ---------- ------------- QA s s a n O_ 0 ..t i z1 aw 9 d`a 4 4 „c%1-,6 „b-,S „ti1-,a1 „U-,•aJ 1. „O-,7! l 7 - e1.. �5r Ec�`m�QuaR« J L cn���o��ono .L�iaj "0s ^oo • } .l1 W tE 0°Y��Ep�V Q a^QaV 6a 1. sa imp�n"m ITT%r I.a9 °r------------ I It .-.- L_____—___— —y r %/a"x r r 7/A"yar cwLwm�� I je I I a I c I I f (/A"R-m+powrdm I I i t/a"R-im P-0 U-I TTifl r. _ _ _ _ _ _ _ wa imp T%s'"'IT r r.ea Hw"norms G.r r 7/9"AAw2c7lci,4,e ra-1,. I f 7/e"MI"'mY 01'o L.+s.® IG"o.G I p O I"o.LI 'Simp�.unm Irr%r f.a II Hw r rI Insrll i SL-. II II �I II II II , r %/a"x l r 7/9"vw.-<wLw,d, I i , xrd♦,_icam block^n ovor,v# I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _� solid A_loas bloc•in # " I S tr I I r 7/5"A Yl YO ioi,+c® f!o"o. I 3.- ..° - Iim, r 7/a"A-1elm20 l (i flo"o.G rllr 7II aulhl6amYO la i�#�® IG'o.G. I vY ....�. 0 .� [E P. _.-. a- ..421 ......K R J— I ° I - I —�— L--------------- _____________J o`0 30 �aL86 c'J 2 h J m�sF�n 4 �10; kale: r/f- DRA WING TYPE: - - F�ra.h Floor frame plwv .rw SHEET NUMBER: 'm;°rqu bwp1!^9 '" .-i.__i__-i..u+ov'tbl-p¢eXmmm:uAo9'llil5epes�e.inlpbs•k - b6'Ob Lvor-1 OIL tll-J'S:uueFN-La 11==^2'O'd e°! ,°rnnre.e..e•°e!,�rae.x!p I aodsluu�'� - - -'-- u «fiuepuec;mwn°apgc°y;;o 'sal-d k H'. -_,IWIulsaa-I�I2lauiwoo-j . eaur;de°°e ey;ceyn;!ymoS uo!;amycuo° ---- --- --' ` Lo/L E/S sub!+a.,p+uo,4s^ate o yy!wcmpe°�u.a'u+!;�ngcuea.o LZ? I. I j Lll]SS� ULIi 'iri jRW6jTS7 bJ au4,a9 /•Jru,lu,aJ F u°weiueww°�ey;o;m.d.°u6!ce¢ey; U .GI. I d d... _ co/!o/a G d °p4`�a�qV4- . . . . . GNGisln3 J orv.`p°yenul.eiee�aiu:�pFpe� °NCI1'd�D7 sak10Ig76 ¢ AlorvaiU-hauua7j-- --- u+ 00 ❑ w 0 --,yL nr -.,.. � N Jau6lea�euifouolzenu-led ~ O j uap311m 5591aXe 1UOU{m Pell¢IUOJA slacneJ Z � Z J9lf IS8Q 6UIpprg ISUalssa¢o.d AO uolle�lipoH'rsld cRA 6Uls+ew Oy auo F L ��'� FIUOpUB 8 Old 15aO7 OL peZ11OU Ue SlUeld �+ w °4i}o Je�y�Jnd pu161Ja eu1'sme�Fy6u�lAo� Q '(' aa;a7uapl sad pub away wo_I.sn,2 sue Kl a59U1 �+ N �J.S N M YtIQ �l�a�ar+olra vawrd Iliq cOOS�71OYAdD7 i] n bS L j R R IL R y ,a•,zR „b-,@ R „t-,S R „G 1-,l 1 R „L-,eJ ^t S I= R R 1 - �m om om P� fr �� 0 s wf cr 4- tr , --------- ----------�_r___ ____ �_ _ _____ I I I � f I w I ' - I o I else 1 muv-..,spa ; ., I s --+-------------- --- ---�--� a ,t- -------y---�-� 5 - _ y __--.—. X_—_—_—.•_—_—_—._ _ —__._ _ .� m +r._ _ _—_ .—.--_ _ S26 _ ____-� l%zes/%zbarc.l s-�•-r-v'" m N. eJSb a mus�wspuy A I tl ¢ I 1, i- � .,npuV I 3 I I , I lII d I �'.S fllllj-l-,b7a-OSPa m '�-'spW� y , u r _ ___ _________ I I I I ' � f 1 1 PaIIMd!@�Oa7NMd mus+xpuy - r x j ____________1_____ 1 rllp7-1„67 a-�Jso a ma*+-�puV I j ` I I r IN-1„bJ a-+Jso 3 m�+aspW - ----'-Je I-o '-'-'---'-'-- - -'-_ -- '-'-'--'-'-' —.—.—.�:— �lSb all ma"�.repuy a �\ I _._ 7 ._. %Z YS MSO6/%SYSMl ee».ep.y / �i I I -7 � - � ---'----r-- r------ . I IL I p - p „@1L @-,S%„b/4 / 1-,S'e'•' I� X „@/L @-,Sx„b/4 � ; Il lei-r„b�a-�S@ aKJ. mase.gpay I I� =r I 1 rllnl-F„rs a-�S@a mas+-roPw -' 0 I f _____________ ______________ r = rJ z nm 0� 06 elf I �q 5� i • �w t IrI4N C R R R R R R na-,a n6-,@ -I „@-,@ „S',a „O-,@ „O-,bS 5 Woo'1b16Bpe5)trt ..77617Y719177..i.--i_. ey{}a fi{g!q!ame:o.eyy ewmeq .rb6'o I,i vor•l o9 ro 4,14's!uue F.{{.}.+1 I xod-o'd deg yes e;eewnxop eeey{{e +¢J...I'.I•aodsl u u b lH- ---ICI;uapjsa.l�•jvl�,lawwa� eoe�yeexx�ey;ee;e{!;�eo�eo!{��.ywa� v{!m cu!peexn.d'_!y,�,ye...{a any¢uo ksabj.-1 L of y::ewex::ewu,ax eyy a{n!,d,eu8!ccQ ey{ - -�•uSssay Pi uspjs�r�q�jvuasssa�a�c�i--- �.of cols eubG%tav„Iwlla�d � a {o uoque{{r e4l1{34611.q I 1e41SNG7 SIA3J O ey�ew�bpe�ey;uep>�!�;eo�e6u!me,p �NO11'd`J'O� _' 7oss+/aolp'G��d'2uu2�- -- � c IY .olpur'cuo!eua w!p to}ou ey;m � W uel llamss1111-i.1,151 pa31GMo.1O4_09J z :a:E!seII 6utpprg lsuotsss}o.ie Jo ualleul}I7oW'ltllde fade w"I, 1U9 z § F I1y� filuo pue auo lott45uoo o{pazlaoylns sl uBlA CC)Z I W-DIJ sNl}o.iB�u�and pul6laoaul'sr"jmb4fido• Q :ao}a"uvpl s�-d plav-OH luO+} n'7 °1:�gr-C Jd re& d Spun pB37 3o dam sueq aseui :J.S N M YZIa rwv{sawr.�p�avwtrX 14 tOOt�710Yfildo'J 11 N 1----------------------------------------- it . II li II 1 I� 1L---- N • I. I I I II I I II II II w ITIT1�1 t u u 1 I o !!�— JI 11 - II I — it—___�I__—_,'_—_II_ a — s It I il II a„�1 m+}�!or eu!!s'7olxa I II 11 II I I II I I j II'e.a II1�,+III®+I-!orl eu!gs711 Ixy it a IV I I II I I II I `� 11 I _ 1 c j It 7-7.L j - B II ' i I Ii n n II II � y 11 II II II II II II —1 II II II 11 II II ' II II II II I I I r— ---- ------------1 I I. II ij jl II II II II 11 II II jl =1 it 1 11 I I1 III (III (III 1 II j 1 IL I I 1'n'o••21 ®�}'..of tau!i I I I b x I I II II II II bu:l!s'701%S I _ II j li — —i — __U—1 II II 1 ji j/ v0 ji � r II I � 11 1 s 11 � n • J14 w g S i i i �• I s 0 — J 9 � _ 1 y a F , i. II ii •. I E) it it it .I it 11 1111 n l n l n l n l n l n r aq "� � , 11 II 111 li it II II II „ li illi T ',r�, i i 11 II ii !i li`tea �I II II II II di II II II II II II it li II Ililik�l i II I !I II li II 9 I t ' 6 i�iii � II �I q ii �� ii ii li II i��s� �`1 II I II it ill II II II i II I II II II li�li�l Ir I ,f4 - r `\\ F ij it ill II II II II �I III II syrii.,u,..�a i ;; li II Ilillnl - 1 n m; P i i n 11 II I sa ®—I I 1 I II I !Ill i#i! !! II II II ii i i li i ! !i ii II\�A=—II it II ill II !III II II II III it II II II II II II it I! it i!ui!r ii i!il II n II li I II I II I III I !! ! L I i A 11 11 I =-,r= 11 , n Ii If u u n:ii i n illLill 1. II l tl II ii a li ii it I II II IVi" a ii r II III II II II II III li li II II II II Ij ii II ii ilii ii i' i .I II _II.. ii II ii ii it ill II I II II II .I II =°r.-f4 1'® 111 '°�_ _ li jyl !I 11 y i-II 11 II Ju II it it li liy�� Imo_ i� ql �i ►i II �i y i !i i! ji jl li Ij II II II '?�- tee. II II II III �I II!1II'}-�IIIILI li ji 11 II II hill ii InI, 'i I! y II II n Il II,ter' - V I -- - II 11tt - - - _ I I _ _ _ _ _ _ I i IRI II II`� Pill li Ii ii II i i it =ii. ii iii it it li ii i i II II I' ® li _ i i i _ I Ffi 1Ik===1k'; - v" ---r�+- 1 11 ,���= '_'�" I! ii ii it 'i 'I-'' �;� i � II II � it II II lil II li II li li II it ilidnl ii , ii _ .— �' •- . II II 1 ! „ II II it II II II II ii ii ii II ii jl it ii ii ila'�—w ice"`i ., ,I 1 II II II II fl 'ill 0 it II �I it II II II illl II 1 I ���{; i, ;� ;;_ i� li iI �I Ii ,i ;� �I i�� I! !, ;I ,�� �-1��i-1�-�-��i�l .ii ii i►_ I� _ii ►i II fi 1►ill li II r i li ii II i i li �� I I Il ;i i i A] !i II ii II II II II II i ill 11 11 111 ii II !I it jl �11 ill IIwCi i; iC� II ! jl ii iii. 8 !i II !' i 'I !i 'iii II II I'III ii I:�w%Ili Ij II IIII it ih II II II I� I Iil II II, II ii ii it II II ij iiii ii �i�; i it II it t ii,ki: i�iflI Iiit iIiitIt iitIi i1ii!i lInIi±I IIrI II oIiII Ii�u {I!I�i Ii1 I!iII,tI IiiI a iII�i �Ili_ii 17i ;1,L�..-�.�'��l a111. --!i 1yi�►- -1IL-_a►I�i�--4�--k�it--1JiiC-�11ii ill Pi!xi!(a!I E.1 o rof460 I e," 11 e ,, III�IIi „i►tI iIhi�►I�Ilu��Ih,�'iI Il_ i 'ltl' it I ti4 it I, i I II it II ii II it 1 li i i 1 Hill. 1 11 ii y ii li l ii i 11 II % ii I! II II... ..r. ` II II III II III II IIII it II it II I II II II ..! ° , i' 'i i I '� i� -� o=== it 'I it I II II li i II Il II it Il i.H i .i ::fi is is 1 it II i i F _ it ' • tii� ii II '�I 11 II it ii II i, I'11, _ u ... �— �= its- I— u I I t=I n 11 jj I I t I I li ii !I II li � !I , 1 i•' —1"' ! r i ! �T [-eWOC e2001 LV VA*Mih9edNr AdaX!e!n+ 17F2AWNFSY m ... w'•af.b tea.:: ,ar Q�:a, PROJECT: Gu kam Home-nncl�&<}eie e-nG for: > eopyngniLL, eorglndp ron�e of ens Flom ! 705 f ~Niti~T4i�� Lc Z Z g _ Fr°r.;nat nnvl r„url:nn r.�wz:.jw� TATE 1,SPeN PTAr7T il - Ke ,✓ \r�nnE-rl'I�xiiEr f'<ssoGia'r�s d visrns: r M1h A 4 S _ t r.-i. ..1-. - �lavak-lonsl7ret.wns --, " - E crept n�. h Ib b gM1lt t tt, h S Sh 'I.Llrll}IGl LI�I•f Gbit�Clltl�l HYan PIS Jr l-�. A -f"I ❑- '1 A:xreean cl anAJor om�x onM1 vmyar,yuoa bmpl!^9 i..VAOO1F,15Bp99]1lIIIi1M-Wnro'tpl5eGr5ileneipr sy-{,_.-i--..— emimo,o!1�q!cin d:e,oyy ewmaaq 2Ybc'obLVoB-1092o VN'Siuue fiN- 1 xoe'04 m! p^ee,m„r•ce!aurae,<!p ✓1 ' aodsluun/ --' n Fue pus c;uewnamp stay;im yyy.♦-{' •�i u •Isar- �i�aawm��.J eaur}eeaar eyy ceyny!ye^ma^m!y,n,ycnm, _ _ ....I 1 ap.. t ;.._L.. ` poly y!y su�sa�Gl suo!.y+n xq� y;lm fimpe000,d'uo!;angmoa;m an+¢uo,psa,�l„� L ^owe a wm eyymy.nl,a,eubieeQey;. V I _ _ •ufi}sa�!fus�i�snq�auasSSa�a�d.i—_`-��- �©��o.,$au4rsclf�vww��v�d O yo uai}uc}}r oyFm}Fybnw9e91ryc - cyuewnbperoy;um pone}uma cbmmup ! �� W70s. a� G '9lluOA, "I JISIA3M O ,m,purcumeuew!p reymu ey;m - ...I 'r' `''S� 1F'p T��' -711---. ..I_. 4! A tepnra--p 6 °N D 11 d DD'i Icclwo uei}!am 559.Wx5}uolp l'n pe11A!40.Id 1B5u9, Z s Z iLS A81b�15}9Q61AIAp IJYg 191101558}O.}�} [�/•� ! �f�] 1 aouol}r�i}1poW l6ld 5!y{6uI5FI buIW auo t- 1. VL 1 `�^"IQ. fi1uOp4581AOl�YlA15YG'J�1 G�21,�4{Ns 51 uCiA w SNF io.1s�4�.lnd pul6lao aui'sme�Fu6yfido� Q :ao} pub-au,oyuio,rsn,2 :173(-D�� gaanad punV9}�b}o,AeususWaseul J.S N M Y-6,3 winsowv AFMW ANX 6a J.OWO*01fi W ul ! w't F t o $a tl a 4a = 0 0 6 r v MOM n v r�.-.. a ... - ? � c 1\ .. ,.,♦ .._..- .6 y � '�.•, d - 1, tl � dRgg a ll 0 \ w q - � R •, tl } - - ti oL tl 3 ? y N J J d = Q d o o c a 24 kL S %0 M: T - J ♦ t �as�rnN laa+�s 3d.L1 9NIM Y�!JQ - �w m �,�y r x a 5 m g �'71`41C�-11C��! as Nv�1:J. . x° 3 0� E_ �W i;« bu}oe}a}say uo� d lK„G>b�„04 aavq aodvn X�od 1v<vjvpuv OE _ my+su<.ggd lm gvla a}sa9ue9.poanod 4 > ' 5 � :.E s..•.C S 1 rvi j N.3 q D _... -•Ms.�e 471 muo�duug!^i h N�vt}v Puv O 4-; .-I}van-.u!,J'N ..��..�'A �` -: Pavnb msaeyFA fm aspvu yxz.1.d 'x"^�s, ` - p.. ..�<o i 3 9 ( m71 �sf"!vfOSogr^r'..F>'/!. 1 1 vJ1 ms�! f©EmG�CV••@fl. 1 1 u uool}gn+!7A1 Ps}va YdM„b/6 - S 1-zi u?}van+u!cTH„a/1 4 nOn A � ?eall 0'+p n+"Ilvl.4 y�y G„y+vsy+Pa++aYdY„a/, O � 0 - _ �j �pavaq w�a}Puv•�MopuM .1 -p llv g p A Y11 T Gupinem w�oa�gfd„4 puv - + f h .snpvny ae+1,1 Jxa buq!rpolxz 'y'e ++ rbu p-7 ... �y y.e,eT 1 @'•}uan asdn ad—�f F6'� ua!}vlm ul V.J.3:1 N plmy+as}vfi puv�yl - ,. 1'D �-buy}vey.ps+va VJV.. J e _ � }uon abp a-,nenui}uu gip �-4 H " r u'- U m 30G �?J�HWlIN 1�3HS ,IGj,1 twi_i,2v4, i'7N2j�lltncd G „7„ua�.}o3g bu�,pli��l Sill 9NIM V2!la 0 3� N Map; Ixl•,�y q�vdvn Fod ,w v ur �:' p m�__ � p aa�** t�'l my'+auland/m qye aka�7uv?pa�nod..G 00 vdm><ald_aryy .k9 uMsy"Lyi .......�.. 3 _' �'.... �'�� Oa21•uv�+rinsW'G'H.,9 �,��,, 0 aWyw -��.....'i'�" .�... ,l /,I Nd�1��� �N�r�-��n� � vJl >a sY': fOLm6if'•b`..BfL l 1 G�f'�II!spnL•l�%Z 1d ..N c...._j. .... 1 pal!ru Puv panl b) ..e g....e l� v � a � i .. '?'v..vJl asPnxs llr/•R b%Z n N N 2 r r}xkb r ar i .. v f h.;l '' bwy.prays pakra VJV Zf l • � Jr0 W,J LLr'eM0 LL M •"vvp llv a eawlds maly?FT ._-0....; }.... F, myssy land/M W"Is a.ya�?luv7lpa�odp� f*'• i i '� � dvsmas v r.F z S Xi'; �:-' i�i`:v4 n+'k..5 a Ipau�vyea�d J ealbu�4Gi'9'K' snvnw.yuv7„Z 1 %..aJ 1 uv kas 4u:pincv�umon 7l�d..G P�"' O O { .iP uv,;vpunv}a.yanuv7 Palnad..0.9 K.@ ssapvayav}+A1%Z-L �� spavvq Ws.µ end �1 L ,�� , -. sllamFap v.y ss ak.yn4 wnw�wnlY i; z _ ..7.v.,v71 ae,p mtwha901NZ i 171 aur�elW aw aw Fled m+ald-r�l.. - � ,�^r� '• „ < � r'`.. L-•sbpa d�p wnuwnlb' ,� 1'? .d � � BG21•uc-Y"Insul''7'd..Z 1 Ol'1r. '?'o.,v]l aLLakvinsu�wrv}p!621..Z O4"[.'uv.yvineul'G'11,A? JF A � I � s�vy?uv p!spnw�rab`W g� � � .j. '7v..v)l as.ys�vf o Zmc.t`b'..¢/L 1 I muvsdw�q/MIl:spnyl v>xS'1'd k. 1 oo-zl•uc kvineul'G'N..9 � 3 '?v„vj f as,ay}r210 1�Z O A T 1 papru puv panlb) ', � � vvli°in++jyl pa+j°�bds'..blG 51�•uv,k+rynsul'G'N..Zf1 G } } •n �—bw µyray>Pa.yv1 b'dY..Z/1 l�•{{3 (9 �adrd 41 ad i 5 1 sa,.y avv7 vJ Z .y x sa14w N'�-N vydev lvin+?a ,y?A.¢ a II �] bwy}rage pa+"A Ydy,.Zfl .yusn abp�a snvnu!.yuv7 f � e � Q sparaq W�Ay puv•s Mvpu!m �p �vvp Ilr a s awlds m a�v?Fn n O � dvamasncy myanF1 0 Fyhry '^`'k.,5 a tpauv,le s�dJ syl6w U'.-"7/•, aopvoy Ir>I bu!pinvw umvla-7/�d„G puv �— epavaq w:�x'7nd %1 sllam,Gp ok saak.ynb wnw:WnlY - bpa d�p wnw W nl`v` •'?'v„vJ 1 a m.}vineW w m not. a a � � ii plays�s.y"!•R pLL" PR tag, g _ ° ','�^. z � '?'o„v]1 ae¢LLan Jadold _^=.o'R»..�c oa N m � ........ .. OG J•uv�+vinew G'H..@ '?'v,.v71 a—NIA 01xx �u�Sa3z'3L 9G21•uv!k"Ins'N '7'd,.Zl »o� naooyc '9 r '.Tv..J1 asks!vi 4u!It�O1�Z �advd klad�51 °°•3� �^�R'� m.-� ssy bud rdsv v� ?a �9 9..°, r W L ;uan abp�asn vnw.yuv;. I ',oyarp uoa bmpllnq ._. WO'a'1b15B ss mmm: aeyi;o fiigiglc uo dce,eyy ewoaeq __ZZb 6'O bLg05-104 Zo VYI'SluuafiN-bi•I I xo9'D'd_ _ c l oipue c,w,e�aepuede,zip ' -iOd SILLLL7� � � � � - � ' u alive pue cyuaw naop ecWiio 'I' FI i oa urideaar eyi ceyny�ycuaa uaganµcuoa _ __ ----161}Il 21JI5 2.I.•IDI'7J2U1LU0']- -- -_ _ _ _ 44!mfimpeeaa,d'In gangaoa+o �n4f uo.l.san� L V I �,--:- cola aiz suh+a�G suo,xrnal� u6ssap fi u>DI?nq la uatssa�aid.;..-- c of c of a sub,S DG/�•wwtl yid yuaweauewwoa oyy ay�n,d,eu6lcoa ao valyva iir e43�i 346 no,ge IrVc _ eyuewn aup oeoyy eo pomryuea-n'mr,r; ' - ISN OISIn3?J ,erpn��eno!e�e wro reyen eyy nl ...j s�.rnl.7ossy a�lf�1�-hvuua� e ,o,pure,,,,er„aurde.ae,pee„ `N011'o"�O-T �� �����I 1 1 'Jau615a[[au110 u01551WJ9d ~ 7 k ual3Wm559.dxal no113 In Ol GallGlNOJd 51a5naJ Ja16159Q 6ulpllfg lau01558}O.Id 101W�qf[Pokl suo9o;mztj mn.auo z lu a Z t(1{• fiWppu9au037n,1 su0�ol pezWoylne 5l ueld ~ sul}—u?.Ind�w61.+oau1'Sme�iu6ufido� Q �. W :-10 �vvuvplsVld puti�wo�wo.l.sn�2 '1J3f OJck e&ad�apun papal oada�sug17 a5au1 y N J.S N M'd21Q «�l�ow Awww3puax OR rose 710yAfdv� C] t�J pe ------------ram I I I I I I I I I I 1 I I FE" I I I I ------------ I I I I N� I I I I I I I I I I I I I I I I 4 I I I 1 - 1 1 I I I I I I I I I 1 I I I I ___---_____J 1 I I I I I I 1 I I I I I I I I I I I I I I I j j V I I .__- .... ------------j j - 1I I I I I L S I I I I I I ® I I I I I I I I I I I}I I I ------------ I — I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I 1 I I 1 I I I I I I I 1 4 0 _-----------F� 1 I . I I L 5 3 I I I I 1 I I I I I I I I D I 0 I I I I I I 1 I I I I I I I I I I I I I I I I 1 ---- --- 1 1 r1 I I I I ' I I I I I I I I I I I I I I ® I I I I I I I 1 I I I I I I I I I I I I I I ' I I I I I I I I 1 I I I ___________J I LJ roy��•i�e�selnezq -i--_i.wovlBlsepesxmmm-wo�IGlzepe zila.euee''ski-----;-__;_. or e4i is fi,glglc ua avo,oy,ewo�eq ' c of .argue e,o„e•cep urde,acln _ ZZh 6'obLG05-109 to yW'suuafiN-bh l l xo9'o'i r""'w��oneeeyiw �-I"aodsluuti�y i e�e�iee»�egieeieis«o�eoly9e.y«o= - -----Ilal;trap!saJ••I�I�aauiwo�.J..-.;------ - - coizais+uWs�aGauo,,}vn'%� worm eWWee o„ ee� oua GeQ any uo rsa'� i L o� 1 w6ssa Ows }n awa>ssa 61 +ub A—u!m� yee ;ey,ei a e eq, ------- p DI. Q I d d_-_ coitoia s=G I d .... }ouogee 33r4V3oV 39fi oo,q aglegc } - } O s,eewlbneeeyy.enee,�yoe,cbe,m�,n 'N01,d70"i -' sa,pni7oss+�aall�'G��-hauua�j- -- :SNGISI^B'6 C ornerzeolsue wln•geya�eyy�I � o o IY i e .ernes.•+„e•ceh��ae,�elnfiw cc,we } �a�1G1N�Gl� r+1'sf1 "�eubreaQaui}ouolzzlwJBd ~ N � Lu u, l.msss Ipm neta Pn pa}lNyoJN a.o .as161saQ 6ulpling leuolssa}o.ld Jo troll eol}IGo}y'u9lA slta 6ul`+n awo4 auo fi luenuBauGy•d"U101 o4.L nuota ne zl uelA �a�c..W�s-I�.�NN�-�+ �p� l� 411� 5N7}o.19•xu�anAawSuosylsme�3u6ufiAnj Q � ¢ W :-Io}a7uaplsad pub auioy woa.snij :1'.)9r"Q�, aJepa�spun p9a&}o A&�suad azaul �+ m J.S N m yda �wyj9owv.�c�0hw..�M come souadm q 9L ILL N ------------1 1 I 1 I I I I I I I I I } I I I I I I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I ____________ LJ r� EPO I I I I I I I I I I I I I 1 I I I I I � I I I I _—___—___P:11 - I I -------------- ------------ I I I I V 3 I I I I I I _ I Q a I I Y I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I 1 I I I I I I I I I I I I 1 I I ® 1 I I I I I I I I I I I II � iI 1 1 Q O I I I I I —__—_—__—__—iI I i IEB I I I I I 1 1 I I I I I I I I I I I I I I I ® I I I I I I 1 I I I __.,_--_--__- -I I I I • I I I I I I I I I I I II i I I I I y 1 I I I I I I I ® I I I I I I I I 1 I I 1 I I I I I I I t I I I I I ------------ ---------------`i i WINDOW SCHEDULE MANUFACTURER REMARKS �ti-,,,�w-•d•"•'-"a DESCRIPTION .. ' DOUBLE HUNG;5/4•z 5'CASING , A UDH3030 KOLBE . g AWNING;514•x 5•CASING KU26261 KOLBE DOUBLE HUNG;614'x S.CASING ' C UDH4034 KOLBE t KOLBE AWNING;514•x 5•CASING - KU36301 ,. 4 A 3• 514•z 5•CASING 1 _31 KOLBE DOUBLE HUNG; E UDH2420 I A3.1 KOLBE DOUBLE HUNG;5l4'x 5'CASING F UDH2628 514'x SCASING - KOLBE DOUBLE HUNG STUDIO UNIT; - G UDHS50510 ' - H KU30301 KOLBE AWNING;514•x 5'CASING CASEMENT;514•x 5'CASING . KOLBE I KUE14 REVISIONS: CASING HALF-R D COPPER G. UDH2624 KOLBE DOUBLE HUNG;W x 5• 5• ' J,• K! M04 VELUX SKYLIGHT slope CASEMENT WINDOW:514•z`�CASING;GRILL PATTERN TO � = �---> L KUE156KOLBE MATCH ELEVATION ope ,, 1 g-0•X3'.0-FRENCH CASEMENT;5/4'z 5'CASING; KOLBE 4 3/4'JAMB EXT. CUSTOM , . SKYLIGHT =-- --------------------' ', KOLBEB KOLBE WINDOW SPECIFICATION .KOLBE 4 KOUIE ULTRA SERIES CLAD WINDOWS 6 OOORS -,EL,APPUED CASING AND SILLS ,RIMm INTERIOR , Lfm 5W16s'£wuuD DvDs off SPCERSI ISSUE DATES: JAMB EXTENRN JIARDWPRET". progress Print a.612 a-11LL SCREENS @ DOUBLE RUNGS Pmgress Print 6.14-12 �•�✓ Permit Set 7-2-12 EXTERIOR DOOR SCHEDULE REMARKS --------- DESCRIPTION MANUFACTURER INSWING ENTRANCE DOOR 8 2'-2'SIDFIITE-SME TO UXD3070 KOLBE MATCH ELEVATION GARDEN-HIRE SLIDING PATIO DOOR KOLBE sloPe ,2 GAU12370 _ Re KOLBE GARDEN-AIRE SLIDING PATIO DOOR 13 GAU12370 ELEVATION —� '� D O MATCH E _—_ -- KOLSE INSWING ENTRACE DOOR-STYLE TE 1` �- 7 -AR -u 5.1 ._. _ I I PATIO DO OR O .............- _- . ) COVERS FOR ALL-"-- GLASS OPENINGS FOR STORAGE ON SITE S HALF-ROUND COPPER GUTTER - Y I - _ _ _ _ Glfa TO CUT" MARK PLYWOOD CO I! t5 G 600 KOLBE GARDEN I E SL D N - C -1i m ^WINDOWS&DOORS ARE NOT TO RAVE IMPACT GLAZING.GC I I s1oDe - _ I2'-63/6 125314• _ _ I ti �'H!C� • 2DMCARCK.COM P,F M.651�10 90 - - 8 3 He Cls. n 202 I N slo -3.1 BARKER 2 T 5-4 t/a -7 114 • ra va•._ r-o, i -- RESIDENCE qen } 1 H ANNIS FORT,MA E - I 1 I I I I I i 4'-5114'; i M...,..Bebroom T DRAWN:, Kt8, 11 I 1 .I tln �prLry • +.,a z6a SCALE: 114• a'-712• DESCRIPTION: .-.-.----- Q - I F V SECOND FLOOR PLAN I I I II II ' i r Z-4* 9'-2 112- ! 12'-1 112• 2�• 28-0' . � owc.a A-1 .3 Pro osed Second Floor Plan I Scale:1l4'=1'-0' .. r N RNOTES' WINDOW SCHEDULE DESCRIPTION MANUFACTURER REMARKS �e.e�•em..ao.�N:o=n.n• DOUBLE HUNG;5/4'.x S CASING r.�m mbmtis..tw 4 . 1 A UDH3030 KOLBE ' 1 3.1 -0.1 T B KU26261 KOLBE AWNING;514•x S CASING C UDH4D34 KOLBE DOUBLE HUNG;5/4'x 5'CASING 42'S D KU36301 KOLBE AWNING;514•X 5'CASING T-1 1/2' 6'-9' S'-31/4' E UDH2420 KOLBE DOUBLE HUNG;514'x 5'CASING ODENOTES GBL WIND. - T-9' T-3' 3'3' T-9' T-1 1/4' 2'-6 3/4' 2'4' Y-6 3/4' 3'-6 3/4' T4 12^ 3'4 12' 3'-3' '-0 1/4 KOLBE DOUBLE HUNG;5/4'x 5'CASING F UDR2828 ------ a--- a--- A ---- -, G UDHS50510 KOLBE DOUBLE HUNG STUDIO UNIT;514'x S CASING I I I m e % H KU30301 KOLBE m• I AWNING:5/4'x 5'CASING IO L_ ____ ___ 1 1 I KUE14 KOLBE CASEMENT;5/4'z 5'CASING 1 I I UDH2624 KOLBE DOUBLE HUNG;5/4'z 5'CASING REVISIONS:. N I too 1 i r-1 j K M04 VELUX SKYLIGHT 1 CASEMENT WINDOW 5/4 x 5 CASING,G�LL PATTERN TO m I 1 2 21M' __ L KUE156 KOLBE I O f 4 2 ENTRY' M MATCH ELEVATION 4 ut 3 F$ • y :1�I t— I 6-0'X3-0-FRENC CASEMENT 5/4 x5 CASING; M CUSTOM 4 3/4'JAMB EXT. , 1 Bl}ILT-IN DESK SKYLIGHT .. 08 N M VEL X U I lO I KOLBE IL KOLBE WINDOW SPECIFICATIONS 4- F-O 3/4' 4'E 12- 7114' 31.i 4'-11114' i 7-1 3/4' V31? 6'-7 511/d•__ J(OLBEPPLIED ULTRASERIESCUD N'INOOWSS DOORS I --- -FIELD APPLIED CASING AND BILLS PRIMED INTERIOR 4.OW'E'GLASS I I _TA'S UTATED DIVIDED LITE(WMPACERS) -4= 13'E' /3'E' ESA'JAMB EXiEN110N$U.O.N. ISSUE DATES: 1 1 - - 4. 1 FULL SCREEN ®DOUBLE RUNGS DENOTES - I 1 DINING — - — �I^NN Q Progress PnnL 6-1412 1••.�. q ......... GBLWIND. 2' I ........._ 102 .......... _ 4 2 _ 103 .. .I ... ......._...._. m D. i e ..---'_---- 3 EXTERIOR DOOR SCHEDULE w B I I I Ir Q =- Permit Set72-72 4= 44 DESCRIPTION MANUFACTURER REMARKS i UXD3070 KOLBE INSWING ENTRANCE DOOR 8 2'-2'SIDELITE-STYLE TO MATCH ELEVATION I� I 2 GAU12370 KOLBE GARDEN-HIRE SLIDING PATIO DOOR a _ E i 17<3/4 11 _ 3 GA i2370 KOLBE GARDENdURE SLIDING PATIO DOOR _______________ _____________ UXD670 KOLBE INSWINGENTRACEDOOR-STVLETO MATCH ELEVATION q .73/4 4 i I I q T-9314'�____ __—_.T-41/4'— — up 15@7.6' 7.6 1'E' 12' 5 GAW6070 KOLBE GARDEN-AIRE SLIDING PATIO DOOR STAIRS _ line 3 " ^w•D 10.5 T�`T F 1O I S ARE NOT 70 NAVE IMPACT GLAZING.GC TO CllT 8 MARK PLYWOOD COVERS FOR ALL GLASS OPENINGS FOR STORAGE ON SITE r " ^••• ""�' do 16@7.423• I OWOER ROOM _--__—_J ^WINDOWSQDOOR I Ip c - � -3.1 " I toe — - -f r....- -_". __p... .. 7-9 12' 3'T IA--my I j 107 BATHROOM 1 I 2t ELIOT STREET NATICK MA 01780 2 DMGIRCN.COM WF SMIL651.7016 Y2'�13I6',' 1'E-1 3 m ¢ 'TmT-0• 106 1 4 n � O I t n q 1 - I BARKER 101-73/4' 3-012 ID-73/4' --� N 10 1/4 RESIDENCELV i - I 167 MARSTON AVENUE t HYANNIS PORT,MA ,q \ BEDROOM 1 DRAWN: KtB BEDROOM 2 F SCALE: 1/4"V-0' J „H `4 DESCRIPTION: a t ! O O ` FIRST FLOOR PLAN EQ. Ii F I FOW VJssht , l • 6'-7' 13,-10• G-7• DING.4 Pro osed First Floor Plan S.IB:114•=r•o• A-1.2 1oey �al�nN laa+ls uoi..�>sna��ava� uo�fianal3 k�'.� 9.11U 9NIM VI.- m <- r----------------r----------------------------- ---7------------------------------------------r--------------------------------T----------------- L----------------1 ------------ a----------------------------------------- 1-----------------J 1 I I I I I y.y TjggO� I I I I I I T q g�o,nm I I I I I Er wo �mo2�$ I I O� E�no$R r ✓a z o� iiSS�s FFTI El [I F11 LI F1 _1.. 1....... ."_... .�... ^Q EIII t q �S (1 m .4 N u a.- ........... O A A p L —'------------ --�T------- �---------------------�----------------- -------------------------------- -- I 1 I 1 1 I I I 1� 1� O 6a�3oa»°8o9 � ��\]yy Ell 0 ON . .,as W�r- 4- p �JaawnN laa+ls ua..}"nal3 fifal oo4V �3dJ.19NIM H2� No11�n�-�a 1�J��1 �! �p m ' so r----------------------------r----------------------------1-------r--------------------------------1 1 I I I I I I p N so�os.ao. - I I -------- I I rn ..E c..• 6 �... V m n O O � L r _ __________________ p -----------------J.---_—__--________—__—__________-1_—__—__—__—__—__----__—_ Jr---_---_—_—_____--__—_--_—__—_-1--------___--_—_--I � J �. I I I I I I 1 ( El I I I I I 1 _ } } zi I I I I I I ITR F [F�l � I I ;(•� I I it I I QR 9o�E�,a C7 nv-�i.niaOVo O Z D -oV V;� cy Cy "os93�a�WN S u g'ce E n a 3 0 3 u• V osw�V zoev �aewnN laa+Js ,Ir�,r Not1��� ►�N�ca�t�n� � Gl„uo'na G,bu Fl nil 9„uOrvv4,0u.71Inc:71 3dJ-1 9WIM H21Q 511 ` -r Y 2 o m o m cya au�and/'A grls axal�7uv7 pa.+nvd,.e. t �r r ,ram a�9�m» n°Q�. rjr• '` .r �3=� � '� uvx++punv d..0-.g• 9 9LLM1ef/,aw'—Xj'dpYa NM ...? a,.0 .' C�: oG21•uvx1nsw'G'M,.¢ Ity,' N.o...._: 1... z mo d �oy,w n.sPnw a�v> .. ,c...._.._. ' v I 0141!If O tcc�Cy'..9/L l I cuvsdu�q/�+II'Spnl..J�xS'1d lncl paxj°�b`db`„b/G 3.N .5.... 5121 —+jflsw'G fl..tl l e l0 V •� x�Xz-. >.f ,x,�, '�'o..®J1 at•Pnxs b%t sparvR At pur•emvpu�rn 1; slvvPll"®�au�Ida os�v�,Ch Rrl�a a1 a o „x •7uv p -n d a 5•su a i 1 1 i 'r � �: 6` derma+nvq o�lanlCl d ly�ioy mx„5 ie rpaurxsald y Sa14u�NG'7'/.f. y'�zt-: lb �'v� � f..n•Ja��✓t r,e u��+nn} ..9pva{Ira r � � ,),' �_ t}.± � axes?uo-r>nvnwxuv7„S 1 N„v�+l uv xa+ 4u�pinrnu umvn 7l�d..G pur �4; „ slla^^��P ox S�axxn4 wnw�wnlH L a '.a "�'o..v71 ®sxs!vf bwl!a701%S . {r, 'v� auraRwaw saw!{vd oxald-•r1-t _ ,motyY bpa v .. ;� "lo„vJ l �sxuan ladvad ,� �� g��•uaxrin'>ul''7'd..Sl 0121 '7v„v]1 Luc.rin+w wrv}p!4�� It ,.? ', r fir, oa21•uv�xrinsul'GN.,sa e } a �s 9' �`}y�y f savyour p3pnw�r.,b4-1 �� -JYY O "7'o„s>1 as sx�!vf oSs�^nCb`„@/L I 1 cue+dw,Gv!^+11i7PnJ..1 vJ�t1'd S 1 06'71u?x"In+ul'G'fi..R A rn r paQru pur pan14) O vvliRn'+t7ll Pax"�Vdb`.,b/G �4w i}}++arJ-,Pax"�VdY.,t/1 � �{]{ ar � �SibW N'�xlrydyv lvinxoaxtW7�Y —i � � buµ+r ays paxra b'dV..S!1 xuan s4p��+n vnu�xuv7 l0 •9 � IO sp�rvR we.µ pur'+mopu�m � �vvP Ilr�+awlda oaav7ln M "� dv�ma+noy oyan,C1 0 +4h TM m'x..5 a rPau�r,p>s�dysal4W N%i'7M .cp wylvn� . 4u�+ynvw umvl��Td„G pur ap�roq wax�/�d-�1 s�apray av}S,O 1�t-t -,llam/vp ox s- 4-0,wnw�wnlY l bpa dap wnu�wnlY a V o a � �. r i plays�axr/•M1 puv all o. a ®sxuan sadvad °�»�>>o � �� D t l .. .. OG21•uo�xrlmW'G'N..@ s°oa�n'_.g".av° ..9v..m71 ®axs!of bwl:a'701YS ma° no aal 4u�4'�xlvydsrlr�nx7axly��y' 3g� e p- :'2129 W fl N 122HG .,Gl,.uoi.Y7:vG>huipl!nGd A"I 9NIM'd n 3� > • � vv�3rm S > °.pq! ;s$ r OW x 2�3 a a MOM Ra i i ii my>aw.engd/.�qml>a{a.,�uo9 Wwn°d„6 a' ..q.o:. » ...°ta ..L� 3.N S � jG a#mpuno}a yunu°m P'nod:o-,ax„a> Allm k (1 auma w wcwF°d mxa -.vjy _a> _. q au< I Id m.msgl—tes oSxalM �'-3 C9 >.Maam>G1 mu°>duu�,JM pvy�v##v puv p 4-d.u S 1'� uu tmin>ul'd'N„aJ 1 6 (1 Q � buy}vay>pa}°•4'dV„a/1 Q (� 0yp.v°q uu.}Puv>M°pm�m Z � AOOP Ilv®>a y�>po.,c9F/a 7 J � � „� tyhAi '•�'#„s alP°yv#>a.d)>albu��,.�.M O .apMom.<1 A „4 Puv Ell (Zj '�0::°JI .>t-q°f buil�a�j�lxa '9'°„oJJ ."#-r,°f bui�ia701xa >IIsMF.p°}>aa#}nb urnuiwnlY .- abpa d�,p v<ny w<nryl B 4"u°,+min>uww.i f p�Ay>.v tvM puv a°i O 1 by ytvay>pa tv.,YdV:,dl 1 >apuy>}imyd>v�vant�aHy�a`J cK a d �v�o��oeop� o3n°a3eR�° m m QEna�03 3 , o o�oaMg_ m m 7L m k 71 T > 4 t S QN, XAKO; T o 4[a J ------IN -.Ww ILWO1 kv Am6adIdtak ORAVqNBY: Thm e Pi ans we pro t—tw undw Fe,*.1 PROJECT: 6u--4-om Home.anA Po? iden6e-for: M P.r�h M C�p grtg h t Laws.The orig In A as—f "s Plain 1 705 r-r-qqr-T-H 4PA4)LP-1?- Jr-. _7 plants gul orlze&W Gohsttohe amlonly z —'W.a Wing this plan 140,1111-ti-orrrof—ional Milding Vesigher reuse Isp-halted"th-t—pres—Itte, perthis.10.of the D-16— "I TATC PsPeN�TAPT m ag th. d ri LOr-ATION: d—li.9... th...4-....t. REVISIONS: . . . . . . . . . . . . Prqrcsthe—ig—pri-t.0.commencement !9mdl building� des;@ 1 Co 7 tl,,irs+on Ave, .... 9/2 2/o7 4, - I . I I . . Ilion cant tote,the acceptance :commercieil-reso�ntieil of the,.d—... .9 • H)evtnni--por+,t-JA 1 '0,1 1 Hyannis.-MA02b0I-5O&1qO.Sq2;z become the r eepw>ibility of th. - C ro 6 p4 P g� t r e 4 n y A = e r 9 !° I I ® II I - II ii:l I I III i t c• E x r o r.,i+n-9 r G" I II I I I E%r orpF+arcO 41 -1 t - -------------------- _—ro II II I;I I I I x - -4- -4 if �9 'H -� II fl II ro I II 1 if I II 11 r- � -III I -71 I zx 1 ornt+—e r�"o.4. it I� it II II zxrcrNffar�a rG"�.c. it II II II II I I I I II ___'I II I III I I III II II II I II I II I1 II II II I I I II IIII II l -� I I NI I II II I o oN ® r I I III Exf Or,f4-,e fG"o.4. IIIII z%r r ar.. G"o.4 II g I ro I I II I I I II I I II I II I I R I if 11 _J = jI II II fir-=-f�_�_�• r 'II m_� II m - t-e htt—g= II II 11 II � L------------------11 01 ro r n a' t G F P cn caprw 0"01 Oadhr A*6=Tal:rr _ L712A W N BY: m p Tneseplans rep lrotected Pnder Federal -PRO JEC.T: <iu--4-om Home and�eS�iden6a for: rn p p Gopyngnt La-Tneor!g!nap...n�cro f tns Flom #1 70� p!ome P!f4Gmime t?G?nstrnct?n4 PPA only � c f7ofessionsl Eui!dLng Desig,er Z Z ona 1pmel5lned LLAI oi4 ModlNGatl?1Or 9 rea595 prmnlblted Pl tmm�tesjgmw Nr tt?n {,I r permiss!an of the l7eslgner. TATe I�e'V�TAr, ITa .D : : : !ny di.a eFane iea erraea.a.ar nci..icn_ Zy rn LOCATION: h ene.?,e. 4 }-enn,-'+h�Ad(er Ae soG!A-hes ; ar,wmge ee.t�i.ea o.tne.eao..e.te A REVI5YJN5: f - ,!,Abe b.e.gnt totne,tte.tio.a N _ the a.,ip prig to the rummencement essienel G�!'t;d;ng resign - ! ; I Ca i iIAC S'i on Ave, os ro.etr uc,im.aroceeu.dwith �Isvwhtont r�ratgnc ais aiov --'---. ......:........_�.c,rnrnerc al ire dential---- -i-- t'"1•A cam4r of4th�eeAxtiom• iheamipt.�e t'. > o si 'i' _.t__..a_. . . . Hyctnn!sPor , aixr.pa.d.....rcr..aiur c....... P.O.t3ox i 144•Hyannis.K m2e01-50G740.54.2 i beeume thereW-ibi5tguf the i --i----i--i kSAGIBY0K5PAfialgl.GOm•WWWk5PdB51m.e?m i----i--ti bei!aing[o.t-t- s o� pz a II o + @ II II ra =e II li Q Ij I w I 1 I I 1 I I I I I II I I i I I 1 ixtOGsilin tom{c®tG ° ixro ®tG"a. Ilixro Gsiii,ie K4.a rG"o.a. r ,i� ( 1 I jl II I r L=-J� _ _J - -II L II II II 11 11 I I II I I I I I I__ __ __ __ __ ___II II II II II II II II II II S II II A rn II 11 i0 f II II II �' t l- II II 11 II I II II II II s � II II g II � I I �s ° ii it - II II II a II I r' � �9 I II 1 - II II II II II I 1 L II I I r II � II � II II 11 I I II i. II II II I II II ro II II � ' I II x II � II III I I _ I I II 6 II II I 0 kII 's II II � II II II II II 11 �I a I�- L 1 I II z ((]] eayrpe�soo�bugwrawB�llrrAwoaver IJf2AWN$Y: Al Th.epl—sr.protectedund-Federal PROJECT: Gus+omHome-and�esidenLefor: m L0. D LopydgntLSWS.T"—rIgIMapnrLna58rOftns Plan >�1 705 f�1JNE!J-HV�LEr-Jr- planl5autnOYl2edtoconstrnLtOneandonly. �•f v Z S Z one Mme u51ng One plet.Mndlfl-tle Or Ificfessional aailding nazi gter rwselsprohitllted U maul exp'655 Written �L C+P permis5lonoitheLaSlgner. 7ATC I�LN�T�e D .any ai in She Mo Am nei.....d—>Ina, s Y-enne+h-Vadler AssoGla+es ; LOCATION: a,n;ag,eenf,;neaon4heeeaxnment, REV IS 1:7N 5: >h.l b.b...ght tcthe mtentlon ae A the De,;g—priv to the commancement y prell+nlnarypacignc a/07/07 rvfCf�ionel build'sn de�i n ,'..ti.r....tit v.oteeanganth 4waa-ion5.l�ratyna.ail aioy ;. .! • 9 9 _ _ _ i !O7 1-iars+on,d.ve .on dbnrorotituleafh.accapfance ,tr GOIYII1tEYGleI•YBSIQ?ntial'-" w-t of ihe,e Aocumen t>and any IIfg•N a inis.MA o 2 SO 1-50&1g0.5422._ HyannlS�p Or+� '�i alec.ep,ncl.>�...c.,,nain.umlv>;unn y become the.e,pw of the .......... adB51 g1.L0111•W W WJC5ade51fi1.L0111���----f----i--� builain g contract.,Sor. n Y_S, V-I" 3 o 'D ' ni m1�Np roa _.9 re9 f0�` re p �b iry y P �p \% n° tDe me cop t - x s 0 ss 0 ,S 61 ;� cop t>'0 my c I I LZE 4 _ A.J- nm TWI eS,40 f4"M.]11 p f %/4"%S'-B7/a" I X� 's! r.o.S'-r r %.'9"%S'-B 7/B" O n ` , Q I I I ! TW sP 4 ' SG (D A.e ,.m{WlA SAIIfGSA✓BA SG -----.-.-----.-._X X_._._.-.-.-._._._ ! \ .� _ _ �k - -.-.-__._._._._._._._._._ ems e/o•x 'b elo• T-- _ k Mdar..a16 4sG /e" ® 1 I J' I _ I " 4SG E M darocnm 20SG-P f4"dull III I r.o.4-7 % 4 %S-B7 rder canm EOSG-E(4"r-(all P S. I ______-________ �____________' J f-_______---f\ I + ! ro R I 1•, Q� 0 a Andu'senm F�..IH000 a/PyvrGor r I \ Si. _-___ _ I''Andor.anm PVYHa oGa/PwrGo r r Q _ _ re ' I I • Mdsrccnm E aSG-P!4"rNIU 4 1 I + r o - % r�o,/A• Anda,- enm Y aSG-i<4"mull) q, rl A. \ eh•L•em i v•�J -- -- / n._ _ . . t A �G`f/B"s$-a 7�e" a {j A.de.«..e{WYASG/90Srv/t4 SG I x -X�_•------------ it /---- ! I - I d' o Q I Mdarsnm TWE4sG ® \ p .o I r.o.Y'-G r/d"x S'-9 7/a" I \ I 1 _ _______________ ___ J ___-_-_-- -y I � 1 A, ndarcralm r BSG I 0 ! S tf - 0 I I - \ I I � IIx I ` ----- ---- -- ---+- -------- e o? c; pro; ro� re mlp li sF sE x re \ �m coo _ J 9 y b i f/E" '-% r/Ytl 0.1 r %/4" P'-S 1/4'!'-7" ri'-r r %/4" N ll q -WO.asoo7 ny 9MMUMeodkir t V RA N N BY: •t. A These pans we pro tested under Fedaral FROJE[f7; f U--4-o n Home.an Cl i,�cn6a for: m n t Laws.The orlg Ing p",",er of t115 Plow 1 70 9 K-f--NN6T-H 4:lA 7Lej?-,Jr-. +!- pi an 15 au 1110rized to cons tract one and only one Mma lb lint ihlS pI RL MOdlflcatlon or Frofe55ional Eu ilding Desi per reu5615 pronlbl thou t express writ ten ! 'J perml5s 1..lon of f the nealgner. A a I� Ga� M { 4 A 4 m I LOGfiTlOhl !ny Aiee the noteq Aimen�icne�naio.'icn' ginned Sadler. L4ssoGlades :o REVISIONS: � h aralnin tai^ea c^tneee aexeme^t, a O P�rlsa ollamfi nanr sr fI7'7raas.ci py nncc 2/07/07 , .................. i !p,oLf0e1s11s111ig2YnGeI!a8b1 u•YildQSinICgL'dlletslgilg___n_•'._.__'_.__.____.'_.____. co�nx'ornfepciga t—nicce pc o�wAnnaetctatftumcnrme ttehhneeet eeca etoaeelnm aeAami nca.ec nne yWc p.tt.ha ennct 1l7 on Ave, tro h2/2 2/01 .-- ..-_.._.... ofth... HyannisFor+,M ...... e anA/mr omieeions P.O.BJx 1 1 s4•Nysnni5,rfA 0260I•SOd740.:422 become the resp—ibility of the ade51g1.LOm-WWWKSad651fil.GOmi----i----i-- builAing[On tractor. aoa � ?d3HW(IN 1D944G uvld awva�1aol�-+^�11� zl Al 9NIM V>da A �. N a•��R Tx 2 avg4rm ko z • NaaH. R� s y o ss�a Sz 3Nm� S I n I 1 ro I I y I I F I S� I J Ca — l E -.-C 10 J I f:0 � -- n I ;+�mld+a9M1„B/L 11 x„b/6 1 C9 I I 18 I p }?b.re no aye 19 mesl"N7!I"� �-y.,u...-y. II I) II II II II I i i i i I I l ®+}>!of OamS.rV„B/L , , I 6111 muo>-Iw — UA— — — — J, > L � rn Z i — I T _ � [♦�• I I I I (, ap.rooq v<I�„BJ I l A ❑. + I I —� I I SL I I I S 1 I o —————————— J I —__J i` I >•�u+I7ae', 1 c111 muo>du„G I I I I ol ou »a,Co 2 D k. :,_o»goo oo� aq i3�nm�0,Q yroi� a i6' oEna30 \ o a o•�� �V ooa � �aa�LnN laa+is 9 4 Id ,-tPnd c� ub ueT v u o va�Yloold'-hd ZOLL 3dlI 9NIM Vein �dlbgGj oola �e o �re�p. < A K N �S m p n 3 A Sga Aso$ , + agv_=am I � \ ?n I I I 1 I I ro I 1 1 0 i i i I I I 1 Ak4„o------------- i © o a i•� y I I I � }yap. A dL1G„0 1 m .O -U r I I puv..slvry bxa 1'd/rn I +�mlxolM vavaq ga}l,m1xD1M I ------ �> W �o U'.... � ..r/s I.I •.r a!ua-.a.a I 1 � I 3 -5-3 ) In m ""' i!!i(tUaaa mop I 1 I I I ..E C....0 le I bu}oo}a}a.nuo' aJ-,a I j' I T. .aa}ys}o.r1 dsaoyF� - ao}ya}a.ad ya�oyF/� I i s �o}?>to..A6a.laaFrl I 1 puv-PIN bxz'1 d/M °� puv allvry b%a 1d/�n I I ax a 1 M F• -.o-0o--.^• ._.... y I I ___I � I I _ _ _ _ _ �' I Y� � I _ _ _____ _ _ _ ____ I I _ ______ _ _ �-- _I_ I I I - tp ..-..-.._..-.. -.. ,- - •D I ..hrs I.I '..hjl o-.a'o�. 6� �in 13 A r •' C::-'--- �---..C:_.-..-..----. I- ` , -�'----::_'_::-"-'----.._.._._.. ----.-..2... ..2..-"_.-.-_-..-..-.._.._::_:_:-.-..-.._[._ I I o- - .-.a.....•. }.._ 4 I I I �...-I .'' I -.. I !I.VnU Sos pa•.xepuy Q ..!......l..._I. _J L_ - i I I 1# 0 j j I ap.yuoy pa.nod„a 1 I I � 0 I I I 4 q T - q I „o,rs hrl ' Ir , D L a 1 I I .atyap.dm,.ayFn .1q��r� ,a+,apadmaaayFn 1 p-------'- -------- _I pua Ivry bxa'1'd/n a/I �_�I pur nlaN a%a'1'd/ i I I. O w 1Iva is m 1 X o l m I „ u�aaq Hairs m l xD I lA, I L ______ ________ _ -.f-_-___----------------------------- ---------- J ------------------- i r------- j ak v„o 1 x„V x„'P I dWG„O l x„aJ x„a7 I I I re 7 J �. } O} �Ad}p^+INI°t„a'd'all dala0 I ------------ - ''nn @ U '� d I I ❑ I I EEE I 1 t0 i t 1 1 1 1 I ------------ -n I I I I 1 I I 1 v I I 1 1 _iI I IL I I 0 1 I I o w> a N 9 1�r �„3un.no.,R'6� o'er a a�v Ena 3 i3 , ,r DESIGN SCHEDULE - MAIN HOUSE ELEVATION LEGEND K EXISTING PROPOSED :r T.O.F. MAIN HOUSE 21.5 SEWER INVERT AT FOUNDATION - MAIN HOUSE 16.5 Stoke & rac Set/Found • .. H; M SEWER INVERT INTO SEPTIC TANK 16.3 n13QNdQ?�000tr' �, 0 Mag Nail Set/Found / �• 13I&S NI 0371V_I_SNI SVM 1131SAS 3Hl W SEWER INVERT OUT OF SEPTIC TANK 16.0 o Concrete Bound ONIIINM NI A111da+)(INV NOI1H1lV1SNl a SEWER INVERT INTO DISTRIBUTION BOX 15.9 0 Gas Gate x / 3SIAN3dns isnvi a33NION3 ONINDIS30 to Electric Meter SEWER INVERT OUT OF DISTRIBUTION BOX 15.7 f . A t • oft-ft. O Catch Basin SEWER INVERT INTO LEACHING SYSTEM 15.0 04 Water Gate N/F NOB HILL REALTY TRUST '� BOTTOM OF LEACHING TRENCH 13.0 • „x PCq ® Water Meter PLAIV N eDOk f>1 ` WATER TABLE: NONE OBSERVED AT EL. 2.8 - ® Telephone Riser eOpK PgGE / •� ' AT TEST PIT P-9341 -0- Utility Pole / 84 PAGE 93 "'L_2oo----- Contours w s Leaching Requirements x2oo.o 6 / $ Spot Grade 200.0 hing Area Requ nts MAIN HOUSE -�- Test Pit ELDSTONE RETAINING .1 E• i., n ' hit". �„„g4�. %ik 4 ` tief h s'+w �' Conc. Concrete ' �:• ra ,s� x� .��, ,x : �{ , >;ti s ; (HELD) WALL, TYPICAL 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD P FND N/F O'NEILL a EP Edge of Pavement 15.7 _ 25.3 / NO GARBAGE GRINDER BCC Bottom of Concrete Curb - - 24 2a ' 0•1 IV �5. PER RATE = 2/1 MIN./ INCH (CLASS 1 W ) F.F.E. Finish Floor Elevation 18'So" w LTAR = 0.74 GPD/S.F. IP Iron Pipe LOCUS MAP 1" = 2000' "BUNKHOUSE* 5 40• t'P0 0`3` MIN. LEACHING AREA OF S.A.S. . at r-'�� �' �9 ` BUNKHOUSE 4, 440 GPD/ 0.74 GPD/S.F. • = 595 S.F. MIN. � N/F BANNISTER 7 SOIL LOGS DATE: 12/11/2002 ��''�! IF, SET ,� /o P#=P 10,369 WOODED ,� f v do PROPOSED SYSTEM ZONING DISTRICT: RF-1 �/Z /� ,, -i ' OVERLAY DISTRICT AP AQUIFER PROTECTION) HELD) ,, / ''l _ �" 16.5 / IP FNo ENGINEER: BOARD OF HEALTH AGENT: SIDEWALL (8 +52)(2)(2) = 240 S.F. " ___ / DEIBIL z • tephen A. Wilson P.E. Dave Stanton MINIMUM LOT AREA: .43,560 8No°H � /21.1 / � '" �' 1,7.s � _ �--01 s '_ - S �S.f N.T.S. BOTTOM 8 X 52 = 416 S.F. 24.9 '.. 5- , ,5 ' E TEST PIT TEST PIT • � C EARE '.' �"'",,� „�.' � � w N 8 50« MAIN HOUSE-4 BEDROOMS TOTAL =` 656 S.F. r MINIMUM FRONTAGE: 20 ;2 � , :� MINIMUM WIDTH: 125' S•Sr Ei vi %r 4 " �,r �.°' G.S.E. = 18.5E NIA N r r � M r 182 r 15.2 » NO , ,�^� 12.5 FRONT SETBACK = 30 SIDE & REAR SETBACK = 15 4 ' TEST PIT #2 p Sandy LOOM p Sand Loam 0" A Y 0" A Y P-9341 DESIGN SCHEDULE BUNKHOUSE ELEVATION 13 10 YR 3 2 8 10 YR 413 LOCUS PROPERTY IS SHOWN AS: ,; . . W aRy ASSESSORS MAP 288 PARCEL 120 x � lkti " d,>�� > t ':;;a V' 3 � � ,N • NG �, , F.F.E. �- BUNKHOUSE 15.0 B B 1 r s � r ��: �.,,' A„ ,T r 5.1 FF o• lg NT LOCUS DEED: N F SAMPLE v \ ���,n 7 10 `�,, SEWER INVERT AT FOUNDATION BUNKHOUSE 12.0 Sandy Loam Sandy Loam DEED BOOK 12 134 PAGE 245 it...., �,' , 7+ �,r ' t 4.9g• off ' 32" 10 YR 5 6 22" 10 YR 5 6 D ' ` 2 \ 14 �`\ 13.2' SEWER'INVERT INTO SEPTIC TANK 11.8 r\ 1 �l OVA* o SEWER INVERT OUT OF SEPTIC TANK 11.5 ..:, _01 CONC AS ..� , \ \ i ` ISITNG 0 �" oN C C NO .RECORD PLAN DEFINES THIS PROPERTY 1 \ \ :, � ._; �\ i 7 PAD MI' :a,. �� 11 " 13.4 x 4.5 SEWER INVERT INTO DISTRIBUTION BOX 11.4 _ d y "RE TO BE RELO Medium Sand Medium Sand tin t• '. \ \ M/N �° Oy � x / �_ 10.0 N rj\ UN ERGROUNO \ OH 1 13.9 " " ��4a, 4: . _, = ' P Hw 1 SEWER INVERT OUT OF DISTRIBUTION BOX 11.2 132 10 YR 6/4 144 10 YR 5/6 Q,p `\ rr� tN ' `' j 16. x \ 14.5 � `� \r x0.5 / IP FND Cvi o 1 ,, rb ,K F N," , \ s �: �„ , .�N �.0 m SEWER INVERT INTO LEACHING SYSTEM 11.0 • NUMBER 250001 0006 D o r I ."n,; off , ,► w00oE0 \ PERC O 60 COMMUNITY PANEL NU cV , r < i. r is 10`1 i W� , -�w r,4 1 a \ ra, ' : p• ,K v , ` , r ,rx : , �. y , _ r off I a BOTTOM OF LEACHING TRENCH 9.0 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA J , Pq 23.0 � Y �,. \ ; ,, u. . ®., , 1 W NO WATER ENCOUNTERED RATE- <2 MIN/IN 25! r r s„ J na k ", " ',a,. \ �,:H , : , ,,,« �� ��� -13! 11P 12A - N _ AS ZONES C & B c� 1 CLEARED h,' _ - -_ i WATER TABLE: NONE OBSERVED AT EL. 2.8 \ r . r: G , , ..;4. __ / UNABLE TO SOAK PR ItE � `r n! a `1' ��__ 13,5 ��- ------ ______� ' AT TEST PIT P-9341 33 .\ ry' 0 17.8 '' 14.5 �`�-► x _ -- 13.3 / PROJECT BENCHMARK . DATUM = NGVD \ S \ a x y %, 14, - 13' - ' S r r . w 2x -- t4 ---------- cbW.# „r 13.5 CB DH- -y - eF = 15.39 ,7,,, , \ _ _ _ Leaching Area Requirements IBM - PK NAIL SET IN PAVEMENT ® ELEV. ,�• \ 20.o - ___ "� �1 g q °'m tip „ �� FND (HELD) '1 ---- ----- ---- WOODED .t-- @ONC. 15 p a'♦t_ a7 es oN - BUNKHOUSE _ _ ^@3+:,: .§r',!:.�.... o ! ft-r, .. ' .. i ,�- I� ••�. ., / , �. ::r , ,, .. M, r i4. 14.9 - ONP 15.s GENERAL NOTES . p QED xTt .2 1s.o 3 BEDROOMS AT 110 GPD BEDROOM = 330 GPD y _• - 1 .`: ' ai 14.9 ORn�,. / ti , .� i w , -:f�- N ""1 N .•�, '�C -....� S .:.1?.d: l lai n ,:nfir,,.41 v .St ,a :M;. / r' y �'..,.,96k� T �--" •••:..a.. - 1 PROPERTY OWNER. ,« i , -• 5 2x -' - -•_ NO GARBAGE GRINDER t� , ,� • d ,y.. , r - ; k v N Z .. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 0 27.2x w illy HOLLY WILDER McMULLEN •. N t �,, /m ,/ 15,8 s'33 - _ TBM: MAG NAIL So OLL STAKE & TACK .,. j_,z 4 �,� ¢1 ;;�.1; .: / �I i {N ti / a PERC RATE = 2 1 MIN. INCH CLASS 1 1 WITH TITLE V OF THE STATE SANITARY CODE DATED 41 FIFTH AVENUE #9B SET ,,, , �` t s 1 i �� rr-_ s 10j - _ 1s. / EL 15.39 / / 1 .h 24.9 t ,, , o r .: r �f •3a _ MARCH 31,1995 AND ANY LOCAL RULES APPLICABLE. NEW YORK, NY 0003 ro x N 'F;' '¢ r "�/ ; 4. - IN N ry �~z W -•... I LIAR 0.74 GPD S.F. 24,/ \ r 17 15.5 / ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING �. 8i TEST T T #1 •� , CB DH ) ' ' / FND °� 1 s.1 MIN. LEACHING AREA OF S.A.S. . BY DESIGNING ENGINEER 15.8 16.$� g y� 1 HELD S a , z _'-` / y + �Q (HELD) 3 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. WHEN CONSTRUCTION IS COMPLETED PRIOR TO BACKFlLLING ' _� a I i 17.1 x . '__- � �`• •o,t, Z M : NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT �Q � -J � � m PROPOSED SYSTEM • o ryo r FOR INSPECTION. a 18. �L-- -_ .L'{'• �.y�� `�, 5x x1s.s ; �t ��,17.2X- t$-s'' a'5G� : W SIDEWALL (10'+30')(2')(2) = 160 wS.F. <, 4 209.0 o Z - ,:-.r: - PLAN BOOK 203 PAGE 43 17.1 w E 5 - - - UST CHECKED WHEN COMPLETED. ° ,� � ��✓ BOTTOM 10 X 30 300 S.F. IOUNDATION ELEVATION M BE ECK MPLETE iv 8 5 « 1 A N F O KEEFE t A 4 0 _ r i / p _ �a _ , ,-- BUNKHOUSE 3 L3EDROOM� TOTAL 460 S.f: W r_ ►•� COHESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN v 1 VENT t t�.7x • APPROVAL BY DESIGNING ENGINEER 1�0\ f ai OF (HELD) ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 1,CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE TOTAL PARCEL AREA EXISTING AND PROPOSED STRUCTURES SHOWN HEREON ACE LOCATED ;$ 10H L CBNpH EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING IN RELATION TO THE MONUMENTS SHOWN. AND ARE NOT LOCATED + F+ a^ -' WITHIN A SPECIAL FLOOD HAZARD AREA ��; ,^,� ' �� 36,367E s0. FT. SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER 0.83t ACRES STAKE ac TACK �C� 310 CMR 15.255. THIS PLAN IS NOT TO BE RECORDED NOR IS IT To BE USED TO ESTABLISH PROPERTY UNES. << SET HELDPFORDLINE `�' N/F TUTTLE ( ) LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND � IZ-oS- 03 p i 2 SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE UTILITY COMPANY PRIOR r0 ANY CONSTRUCTION. REGI"T_!!jSSIONAL LAND SURVEYOR DATE PROPOSED SYSTEM WAS REM ED BOARD OF HEALTH TYPICAL SYSTEM PROFILE MAIN HOUSE NOTES: AND APPROVED ON: TOP OF FOUNDATION (r o.F.) = 21.5' NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" MANHOLE COVER AND FRAME FINISHED GRADE = 20.o BELOW FINISHED .GRADE. �._ (ADJUST TO GRADE) ..: 2. SYSTEM TO BE VENTED ts'-ts'# MANHOLE COVER dt FRAME MANHOLE FRAME AND a - Marston Avenue .e FINISHED GRADE OVER TANK = COVER TO GRADE �. 1 167 FINISHED GRADE OVER D. eox = 1T-1s'# FINISHED GRADE OVER LEACHING TRENCH _ iT-is'# (IF UNDER PAVEMENT) WASHED STONE . j h ,�►._ 3 min. FIRST 2' (TO BE LEVEL) 9 (min) Cover Hyannis Port, Massachusetts 4" SCH. 40 PVC �4" SCH. 40 PVCF 2' - ((TYPICAL) O 2.07G then O 2.0% 36 (max) Cover OL2" (min 2"PEASTON PREPARED FOR •� r�.�., - � CTION Y`:ti:.`:"" '•-ry,.�.• V:. '��:{K•Rp�.�fr%i,. �: ' ..�.. ^r• •a'•„::~ ■ ■ „ CONNECTION �:i• -.�,•�. :f,:�.i,}:.n z- �k },:,! ...1!�"'.. 'y.; =,>.:'.?. - LEACHING CHAMBERS CONCRETE ?' ' Y Js = .:^.:' :<<..'! :�•. •'�-ti •+S•.-tea.:;<i• .>a. H 40 PVC f�4 C ,.S :w:1 :S 6 SUMP >:,.••. =.., .: " •� �� �-•:. �.�� = :� J. Brian Null r >OX 57 INSTALL •r.:.,-;,.• •e.. .�';'• 2 12 '+...- - 10 1 I LGJ w .i� GAS BAFFLE .• ,Lr 4 DIA. PVC -,,• r'" ->• `^•�" t,•/} _^r�.•� EFFECTIVE �s::S•-a�•a.�'•-,�i->i•!.-.•.E�%:l:n - '�%tr� "•'f-.�+ �t. �, EFFE %%-� >,. .4-a 'ir-r L•:7y.Kr i.7>.�ii �c:a�! T t,. ,Jcr s't 8 4 S i, �Y ♦ t. pr. [%Y .�.:. •r T �:• ■ ; .�ri .i.: �;+ ti!•` '�,. z 'k`.r4%12- ,�'{'7 •'i. !' > DEPTH 12TITLE x� 0 0 .;;Y. >.„a,.r•�r r,..• `•t�- ,� .n,•R,:Fa t• ii•t'` ♦:..: wes:C.to-r:i�lr•rr,:_.►:' • •a' .•t.. • - r. •'•'• ' . ..> •�.:..:�•' yam..- '�• ..�• •i•Y.: 6 CRUSHED -^ . . REINFORCED CONC STONE '.: :.. .. _ . .+ ; ; :r, . . . . :. • :y 8 _ 52# Septic System Design 5' MIN "ASHED STONE EL• 13 DISTRIBUTION aox LEACHING CHAMBER CONCRETE LEACHING CHAMBER DETAIL: MAIN HOUSE PLAN OF• PRECAST LEACHING CHAMBERS: MAIN HOUSE 1,500 GALLON SEPTIC TANK No Groundwater Observed O Elev. 2.8' (H 20 LOADING) NO SCALE H-20 H-20 H-20 (P-9341) NO SCALE BAXTER, NYE & HOLMGREN, INC. r Registered Professional OF. , Engineers and Land Surveyors TYPICAL SYSTEM PROFILE BUNKHOUSE NOTES: �a<� TEPHEN ��\ 1 FINISH FLOOR ELEVATION (F.F.E.) = 15.0' 812 Man Street, Osterville,Massachusetts 02655 AL C� -r NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & ' FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6 Phone- (508)428-9131 Fax - (508) 428-3750 t' JJ 1 r•<-. - D FRAME BELOW FINISHED GRADE. No.ae�y; MANHOLE COVER AN � 4d�p ri FINISHED GRADE 20.0 n S S7E•,, `% ... TO GRADE \J S Gl �f, f� (ADJUST ) 2. SYSTEM TO BE VENTED 20 0 20 40 ;. : MANHOLE COVER & FRAME MANHOLE FRAME AND a COVER TO GRADE /4 .� FINISHED GRADE OVER TANK = 15.0'# FINISHED GRADE OVER LEACHING TRENCH = 15'-1 T# ) FINISHED GRADE OVER D. BOX _ 17.5'# (IF UNDER PAVEMENT WASHED STONE SCALE IN FEET 3 »-r � min. s" (min) Cover FIRST 2 0-` Fl ' (f BE LEVEL) 4" SCH. 40 PVC 4" SCH. 40 PVC " (max) PEASTON r. : _ -• 2/05/03 a- then O 2.Ox 3 max Cover : . DATE: 1 '3. TYPICAL 2 .•• {Fa` r.•y• :..' . O 2.076 L (mi :+' h rar s;;.»,rr e; .a ..,: �; .• M 0 r ��y�p�� ��/�..w /�����p�•p� /y������/�}y��► " ^i..14' �-«.? � .y..•»j'..... '=c %4M}%stt:yfTr :iy�e:- .n_•,'_ _ { i. ' ��, Y o • • CONCRETE LEACHING CHAMBERS. W1�1�GVIN1� 1L :�e+i;�:'.�-••�i�f:rSY��a G � -.v'ii y�,�:' '" '.:�i••.�: . '.i. >•, .a•' I-�-I >y. 3 •: ;, .- _ REV. DATE: REMARKS � - O 2.0% 6 SUMP �• 4 SCH. 40 PVC ".• + �i::�.s ;,�� ,.,,{ t�• 3 r ' ' �•� _ • py� �r I _ ..v�•-• •` raa ii•.'. _• .X•��•,rn::S••a�gi..]i.-ti's!••.@ :..:. •.. a• N�'S.:f�` _{...•jiJlry'� •- 10 IEEs INSTALL " 1 �;e.- r E��� r._�s., > Y ,:4.! .r.r.:�.:•:;.,..�:i.�•�c, :.,.• •�i'-�.. r ,.[. ':>.;.. 8, 4 10 -.� CI -r 4 DIA. PVC t ;�`•`�Y F"`'. t } r., �:R'':�•r::7 .} GAS Bb4FF'LE s- •,;,;;.s.;. t•v ;VY. 7•i.•„ .e<�'• �'eC"`�'�•'�''• ILL �:L:.�;�:iti�,•'j�_•�'i•``:•d �'i�f• .'i�.i>y(.ti•':'?; j•.;:'Y`• >:-j.;�•�rry '..... �.:1.•'1E�i�.7 '!. .•eX.t*`�(y.�.,r,_.►•S c•>. I.1•. ^�►'1' J•i.• "�t•s •..•.�. �-�i•wr -},.,�i1�e:Y-sn.>?e>.•r. -.+r- ..y _ .y-• -. T 17-1 o o DEPTH ; `. �d1C 3 4 3 6" CRUSHED ' J _ j : i.• :., , STONE 10 ' REINFORCED 12T :' '-: ; ,.�= I 30 _ 1 r ,i I , `...- DRANNNG NUMBER ASHED1 STONE CONCRETE LEACHING CHAMBER DETAIL: BUNKHOUSE PLAN OF PRECAST LEACHING CHAMBERS; BUNKHOUSE 5 MIN No SCALE 0: 03 03-058 surve worksht 2003-058SP2.dw 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 2.8' (H 20 LOADING) H-20 H-20 (P-9341) NO SCALE JOB # 2003-058 H-20 t DESIGN SCHEDULE - MAIN HOUSE ELEVATION LEGEND �.. EXISTING PROPOSED x ,u .r T.O.F. - MAIN HOUSE 21.5 SEWER INVERT AT FOUNDATION - MAIN HOUSE 16.5 •• _ >v fl, a , ` M 0 StMag Nail Set/Found nd SEWER INVERT INTO SEPTIC TANK 16.3 0 E o / �• W SEWER INVERT OUT OF SEPTIC TANK 16.0 o Concrete Bound Ifa SEWER INVERT INTO DISTRIBUTION BOX 15.9 Gr O w ' �� ,�,. • '`' "' ' , O Gas Gate SEWER INVERT OUT OF DISTRIBUTION BOX 15.7 0 Electric Meter •1: j:s. t ... ' '' '�� ' `•. � `� �` �°'' ��" �' •=� N/F NOB HILL REALTY TRUST SEWER INVERT INTO LEACHING SYSTEM 15.0 O Catch Basin � � Wafer Gate p BOTTOM OF LEACHING TRENCH 13.0 ® Water Meter IAN - p BOOK WATER TABLE: NONE OBSERVED A7 EL. 2.8 ® Telephone Riser a / C'qN BOOK 111 f 1 PgGE / ` ' AT TEST PIT P-9341 _� ,_____ ConUtilitours ' 4 Pq 93 '• • / Gf 69 / 8 Leaching Area Requirements x2oo.o Spot Grade 200.0 -�- Test Pit r fA 4 t x r• IELDSTONE RETAINING .` I Concrete (HELD) WALL, TYPICAL Conc.MAIN HOUSE t dl�J .• d �r � .y 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD EP Edge of Pavement • o ,1' f Yy=1.'x, ;,. 'K ,� +` P FND N/F O'NEILL n 9 15.7 NO GARBAGE GRINDER BCC Bottom of Concrete Curb F F.E. Finish Floor Elevation IN. INCH 25.5 - 5 / Q J PERC RATE = 211 M (CLASS 1 ) . 75. 10" IP Iron Pipe LOCUS MAP o ,� - �1 -' / 335 40'504 w 0) LIAR = 0.74 GPD/S.F 1 = 2000 :- - � '"- ,-- o (P�) �3 MIN. 'LEACHING AREA OF S.A.S. "�/ J i'� 19 - "BUNKHOUSE" N/F BANNISTER `Z 440 GPD/ 0.74 GPD/S.F. = 595 S.F. MIN. SOB, LOGS DATE: 12/11/2002 'JJ/ �� iN�9 "J IP SET ,_'�, /o P#=P 10,369 •- WOODED J J J/ , ' N do PROPOSED SYSTEM : AGENT ZONING DISTRICT: RF-1 ,� J J J f J - w ^ 2 i �, IP FND ENGINEER. BOARD OF HEALTH OVERLAY DISTRICT AP (AQUIFER PROTECTION) (HELD) -'' / � SIDEWALL (8'+52')(2')(2) = 240 S.F. B DH r 16.5 . Stephen A. Wilson P.E. Dave Stanton MINIMUM LOT AREA: 43 560 FND i /21.1 / --- / _ BOTTOM 8 X 52 = 416 S.F. P 1 .6 x � �""^1 s " S TEST PIT TEST PIT 24,9 V. o �5•� N.T.S. MINIMUM FRONTAGE: 20 2 CLEARED8'S0" MAIN HOUSE-4 BEDROOMS TOTAL = 656 S.F. MINIMUM WIDTH: 125' ` ' SS' r`, '' w .i, 4 w ,�� . -E _ N � a�,„. 1$,r� r � � ' 15.2 w o,, ,�� ^12.5 G.S.E. 18.5t NIA FRONT SETBACK = 30 SIDE & REAR SETBACK = 15 I ; a N, 1 ,7 ; , TEST PIT 2 ' 0, Ap 0 A S PROPERTY I SHOWN AS: �, o 1 "" ! / it w w ? - 12 -- -- _-_ _ P-9341# ti Sandy Loam 8 p Sandy L�a3 LOCO PR E S S 0 �' ' '�� 4 �I,� i "� ' W SroRy - DESIGN SCHEDULE BUNKHOUSE ELEVATION 13" 10 YR 3 2 10 YR ASSESSORS MAP 288 - PARCEL 120 2 D" 00 1 9 LOCUS DEED: e I �OwE 3 w 1 t --___ F.F.E. BUNKHOUSE - 15.0 t� 7.- �� ail'', h t I�''N,�i ��ik ,< 1 'J �,�' I �\ 5.1 F •'NQ• 1 NG: \ 7 N \ Ff. si c 10 1''-- ! SEWER INVERT AT FOUNDATION BUNKHOUSE 12.0 Sandy Loam Sandy Loam DEED BOOK 12,134 PAGE 245 N/F SAMPLE \ \ �� 11 , 14,98. OH{� ` » ` �e �\ ` x - ,��; - ` oN SEWER INVERT INTO SEPTIC TANK 11.8 32 10 YR 5 6 22 10 YR 5 6 ` ' C OHW-"-�� SEWER INVERT OUT OF SEPTIC TANK 11.5 NO RECORD PLAN DEFINES THIS PROPERTY '� �� �� \ ", `�4,.7 ONC, pqp "�„ ;" i 1 t~ w w l C C .[[��.,��•,, EXISITNG 0 E�D ON Z ti d µ " k �, �� MjN ` .fit; s x- ON x "RE TO BE RELOC7Cf6 / � 1 � 13.4 x 4.5 r SEWER INVERT INTO DISTRIBUTION BOX 11.4 Medium Sand Medium Sand O \ \ `K � - UN ERGROUND �. p „* \ P \ / 10.o _ off 13.9 SEWER INVERT OUT OF DISTRIBUTION BOX 11.2 132" 10 YR 6/4 144" 10 YR 5/6 Q ^� O , 16. 14.5 \ 4r ~� �\ 10.5 ON wH IP FND v COMMUNITY PANEL NUMBER 250001 0006 D ry ,�O , �\ ,, " ; ,A �y x �/ m SEWER INVERT INTO LEACHING SYSTEM 11.0 \a � r ry , lµ - > 4r , 10. ON , w `WOODED PERC O 60" �� oHw w v a BOTTOM OF LEACHING TRENCH 9.0 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA OJ �� 23.0 Y1,9 +F F ` ` -_ NO WATER ENCOUNTERED RATE= <2 MIN/IN AS ZONES C & B C, 25., \ CLDYRED � `�. , `, TE ` h °,� _°;' - - 1 -UP 12A_---- WATER TABLE: NONE OBSERVED AT EL. 2.8 - N't i �. PIT i' , ` �- : ^ _ -�2' i / UNABLE TO SOAK 3 \l 13.5- _ --___-- -----� � ' AT TEST PIT P-9341 PROJECT BENCHMARK . DATUM = NGVD �- , 3s•\ ` I N �` x 17 s �1` $' '! 14.5 14.2 x -- 13 __ --__ 13.3 ' IBM = PK NAIL SET IN PAVEMENT ® ELEV.= 15.39' ^ ` ` # �, t k a \ x _ 13.5 CB•DH - - � '�^ ----- , 'a' �, 20.0 i o _� FND (HELD) - __--------------- ,5 Leaching Area Requirements WOODED �� ;1 ,I„i ' n t, r ,! i,;,'r�' CONC - CONC.• "1 O 0 ig` ri r��� 14. PAO 14.9 T3"9 - LllypA- ' '15.8 (BUNKHOUSE) - VED - - �._ x 1"5.2 3 BEDROOMS AT 110 GPD BEDROOM - 330 GPD GENERAL NOTES M�N nl J. 1 4.9 �R ••� / PROPERTY OWNER: �� wl, �� - t ! „ , '�'-� - 15 •_.- _ i 5.2x - NO i;ARBAGE GRINDER HOLLY WILDER McMULLEN 27.2 x �;; �,"�� .:,� r „y �,k,;i�" l "F'; ",;; 4 , ,�� ,/ 15.8 N 76.3 , Fy ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 41 FIFTH AVENUE 9B q� STAKE do TACK I "' „`'' ' �'' ''"!n' , r ,> ,. `'� ��°` �� � % O -- 6 3 20 W - TEL 5.39 PERC RATE _ 2 1 MIN. INCH (CLASS 1 ) WITH TITLE V OF THE STATE SANITARY CODE DATED �j S� N i F ,n: i 1 I N - �" 7 38 MARCH 31,1995 AND ANY LOCAL RULES APPLICABLE. NEW YORK, NY 10003 ro x , o ' ' l - ti N M MIN a \ �\ LAWN i i 4i '17.3 17 .. F.2 ^ LIAR = 0.74 GPD/S.F 2 24. s TEST T 1 ' i 15.5 4``.' ,/ cB DH Ni I g ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 14 ,� ' ' ' x FND BY DESIGNING ENGINEER MIN. LEACHING AREA OF S.A.S. i , 15.8 x 16.$ a g y� 1 HELD 16.1 J,c y �Q (HELD) 3 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. �B 5 - re ,`p 3 t v WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, • � q,0 r r x 16.6 i ; 17.1 x -_- - �� g�',y0 2 M PROPOSED SYSTEM NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT x o o} e --- �" ' >` 16.5 FOR INSPECTION. � �?� 1a.o' - -• - .5 I� ,� / J�7.2X`, ,--18-�-'J �a`0� '��' .N 1s 5 SIDEWALL (10'+30')(2�)(2) = 160 S.F a 20g•0 f, b z , , PLAN BOOK 203 PAGE 43 17.1 BOTTOM 10 X 30 = 300 S.F. FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED. a� N ZS•18'SO» ^� _ `~ '``� _ r "'i / '/` /mil o,"�� N/F O'KEEFE o UNK;4OUSE-3 BEDROOMS TOTAL = 460 S.F. W v 1 B THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRIT ►-EN `� 1 y�,� APPROVAL BY DESIGNING ENGINEER tN OF M� VENT 18.7x, (HELD) ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC., SCH 40 tia� r CERTIFY THAT To THE BEST OF MY KNOWLEDGE THE EXISTING AND PROPOSED STRUCTURES SHOWN HEREON ARE LOCATED a' *� k TOTAL PARCEL AREA CB•NDDH F ;., I^; 36 , EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING IN RELATION TO THE MONUMENTS SHOWN, AND ARE NOT LOCATED !u ,�,.�y v� ,367t SQ. FT. PER WITHIN A SPECIAL. FLOOD HAZARD AREA _, . !(jN1+ ,� > s STAKE & TACK SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', 0.83t ACRES SET IP FND 310 CMR 15.255. ! 5 r THIS PLAN IS NOT TO BE RECORDED NOR IS Tr TO BE USED TO ESTABLISH PROPERTY LINES. � �, -- ! N/F TUTTLE (HELD FOR LINE) `L Z•vs-03 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE REGI ED PRO ZONAL LAND SURVEYOR DAB UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH TYPICAL SYSTEM PROFILE MAIN HOUSE NOTES: AND APPROVED ON: TOP OF FOUNBATION (T.O.F) 21.5' NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" FINISHED GRADE = 20.0' MANHOLE COVER AND FRAME (ADJUST TO GRADE) BELOW FINISHED GRADE. 2. SYSTEM TO BE VENTED MANHOLE covF.R ac FRAME MANHOLE FRAME AND 167 Marston Avenue sl: FINISHED GRADE OVER TANK = 18'-19't COVER TO GRADE a/4» - 1�» FINISHED GRADE OVER D. BOX = tT-113't FINISHED GRADE OVER LEACHING TRENCH = tT-t8't IF UNDER PAVEMENT WASHED STONE i i' . ( ) Hyannis Port, Massachusetts 3 min. FIRST 2' (TO BE LEVEL) 9" (min) Cover 2' 4" SCH. 40 PVC ICAL) 4" SCH. 40 PVC then O 2.Ox 36" (max) Cover PREPARED FOR O 2.OX �• e•G,r, W" (min " 2"PEASTONE ,. CONNECTION `:�::::�:•. � ,;:;,• n,;.' a. ::� >••�:• . . w a } _ _ CONCRETE LEACHING CHAMBERS r" a � •hr <Y�,,,:ls f.�'e; Y ,. .•-3: _ \ " t. =•• 4 SCH. 40 PVC f� :a.,.°; is j� a„-r. ���:<<;- r o 2.ox s SUMP _;- :�. ,.1.:.;,_�:--� w�� • ,f � �� Brian O'Neill _ 10 CPI' TEES INSTALL 1 •-,.: •.�•..; :,::; �',.. '" ;;,,,,,.. o o -•+rw�:.' •:.�-., . GAS BAFFLE - _ 3. Y . ,..c�... 2 •` •- _ 4 DW. PVC ..^..:'l' :f�.'� ✓j.a..• :.. :: -.:!t°^.r!:+: �i l:' .E ::L:r. a, �s• `'L'�?�• 'r"+ 1 f's'?a ► ' - T EFFECTIVE ' • p r-_:.�,.�,.Y Y x,v yZ::L&•':y.fi:.� r., ` r. 1: 8 4 8 DEPTH 12 :4--: ; .,,.:. .,:,;�.;'•:x;,= -.t. _;: `,.`A :�;r; J.�•>�:.. >!: _ ,:•. :.,,. :Y: _ :,-' ,._: •>'_, TITLE 6 CRUSHED : .. -: - _ REINFORCED CONCR r ; :' '�<" 2• 4' 2' STONE _ '• ; Y:;:� s.=. _� :.�• 80 121 _ 52 I Septic System Design :. 5' MIN WASHED STONE 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER o o O Elev. 2s' CONCRETE LEACHING CHAMBER DETAIL: MAIN HOUSE PLAN OF PRECAST LEACHoINGG CHAMBERS: MAIN HOUSE H-20 H-20 H-20 (P-9341)N Groundwater Observed �" NO SCALE LOADING) BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors �0" '-- FINISH FLOOR ELEVATION (F.F.E.) - 15.0' TYPICAL SYSTEM PROFILE BUNKHOUSE NOTES: 812 Main Street, Osterville, Massachusetts 02655 a TAU C0 EP"eN NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER & Phone - (508)428-9131 Fax - (508) 428-3750 FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" No.3021 r FINISHED GRADE = 20.0' MANHOLE COVER AND FRAME BELOW FINISHED GRADE. .. iS TER (ADJUST TO GRADE) , t 2. SYSTEM TO BE VENTED 20 0 20 40 MANHOLE COVER & FRAME MANHOLE FRAME AND 3/4» FINISHED GRADE OVER TANK = t5.o'f COVER TO GRADE SCALE IN FEET FINISHED GRADE OVER D. Box = 17.5't (IF UNDER PAVEMENT) WASHED STONE �«+ FINISHED GRADE OVER LEACHING TRENCH 15'-1 Tt ti - ' nr�in.3 FIRST 2' (TO BE LEVEL) 9" (min) .Cover 3 4" SCH. 40 PVC 4" SCH. 40 PVC „ then O 2.OX 36" (max) Cover PEAS TONE , . _ SCALE:1"=20' TYPICAL E-r Otto 2.071; DATE: 12 05 03 2 min „ ;;; ,ry r f;. i�'�+F: r. : i.. +•�.. - 4" SCH. 40 PVC 22 CONCRETE LEACHING CHAMBERS CONNECTION 12» =':'r" .-: 3 :,• O o ;�% .i;i3 ''�;'; rf O 2.07E _ r 6 SUMP �' f�; _•a.;. L10. cPi�&r INSTALL _ 1 _-> 4 -.. .. _ - :. ;.-t+ 3 REV. DATE: REMARKS GAS aAffLG j a- ,-r 4 Din. PVC » ✓y_Vi'f 1,i`^S,{.. v, t.r,.1 L•i Y. " r:A c;a c1^'f 12 �::t •e,•+ ''.,,�^; .iV�:Z'•i••:l.:J.G.-.r.^t;','�,w:••. :'r4 Z':�J J.�'r r' t,.. :� o 0 o co 0 o DEPTH 3, 4, 3, Cul 6" CRUSHED • ! - - REINFORCED CONC •f STONE ., :� .. .L.• r .. •ti•_= ; •:� TT -41 10 3 . .�.-�'; •: ''•',• �•••'-,:r",.•.•. .�.. -,..:rt:;•.: •. •lb 4 - 14 DRAWING NUMBER WASHED STONE EL. 13 CONCRETE LEACHING CHAMBER DETAIL: BUNKHOUSE PLAN OF PRECAST LEACHING CHAMBERS: BUNKHOUSE _ 5 MIN NO SCALE 0: 03 03-058 surVe worksht 2003 058SP2.dw 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER (H 20 LOADING) No Groundwater Observed o Elev. 2s' No sca.E JOB # 2003-058 H-20 H-20 H-20 (P-9341) Id�1rrAD ', r-to Or r-n qnr r-,tjr Y-r ytr m BL tray mats ON=t o I I Do=:rl — I T tra, Y-4,1r Y-r t/r Batt !r-f 7 ®.2 I 31'-r) M2 tt,'d eat W.F. I I led 9* I � t:>RMK oF=K I ow Am r-Y— —r-r r-2 11i 2-Y r-Y r-2 vo r-tt i/r I r-t,t/2' 16.1 G L E Y S T E E N D E S I GN FLOORPLAN MARSTON AVE COTTAGE 185 MOUNT AUBURN STREET CAMBRIDGE, MA 02138 SCALE: 1/2' = 1'-0' NOWEMBER 6, 2003 FAX: 617 . 492 . 6262 TEL 617 . 492 . 6060 ad 1 - i Ti :i:• w thy, ,•�.' Leaching Area Requirements SOIL LOGS DATE: 12/11/2002 f ► .•. R . •`. _ MAIN HOUSE P#=P 10,369 =JI; '�� `:',''• �_ .t " '" '" - ` DESIGN SCHEDULE - MAIN HOUSE ELEVATION 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPD y . = NO GARBAGE GRINDER ENGINEER : BOARD OF HEALTH AGENT: • , .• :- � ,� T.O.F. - MAIN HOUSE 22.0 Ste hen A. Wilson P.E. Dave Stanton SEWER INVERT AT FOUNDATION - MAIN HOUSE 17.2 PERC RATE = 2/1 MIN./ INCH (CLASS 1 ) TEST PIT TEST PIT SEWER INVERT INTO SEPTIC TANK 17.0 LTAR = 0.74 GPD/S.F _ _ ,r,• �` SEWER INVERT OUT OF SEPTIC TANK 16.7 MIN. LEACHING AREA OF SAS. : C.S.E. 18.5E G.S.E. 14.5t SEWER INVERT INTO DISTRIBUTION BOX 16.4 440 GPD/ 0.74 GPD/S.F = 595 S.F. MIN. O AP San Loam 0 AP San Loam " e . SEWER INVERT OUT OF DISTRIBUTION BOX 16.2 13" 10 Sandy 3 2 8" 10 YR 4 3 SEWER INVERT INTO LEACHING SYSTEM 14.5 PROPOSED SYSTEM CONSTRUCTION NOTES: S - )(2)(2) 20 S.F.(12 +40F LEACHING TRENCH 12.5BOTTOM O BOTTOM 12' X 40' = 480 S.F. Sandy Loam Sandy Loam 1. ALL SYSTEM COMPONENTS SHALL. BE INSTALLED IN ACCORDANCE WATER TABLE: NONE OBSERVED AT EL 2.5 - " " WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31 �' � 32 10 YR 5 6 22 10 YR 5 6 ' ° \ MAIN HOUSE-4 BEDROOMS TOTAL = 688 S.F. 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, do ANY C C LOCAL RULES do REGULATIONS APPLICABLE. Medium Sand Medium Sand 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY LOCUS MAP Scale: 1 = 2000� 132" 10 YR 6/4 144" 10 YR 5/6 THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED PERC 0 600 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. RATE- <2 MIN/IN NO WATER OBSERVED UNABLE TO SDAK 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF IRON PIPE NO WATER OBSERVED HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST f FND/HELD 48 HOURS PRIOR TO BACKFIWNG. THE SYSTEM SHALL NOT BE r" NSF TA / BACKFILLED UNTIL INSPECTED AND APPROVED. I nOR / 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 to r_' . ; / PVC. UNLESS OTHERWISE NOTED HEREIN. ZONING DISTRICT: RF-1 'o, p,NEILL l 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF OVERLAY DISTRICT AP (AQUIFER PROTECTION) r��� r� SAS (PEASTONE EL.EV), EXCAVATE AS NOTED TO THE "C HORIZON", MINIMUM LOT AREA: 43,560 �° FOR A HORIZ. DISTANCE OF 5 SURROUNDING THE LEACHING FIELD, MINIMUM FRONTAGE: 20' -' r ' -1 `-) -' ROPOSED WATER SERVICE AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE (Gr MINIMUM WIDTH: 125 r TOP ELEVATION OF THE SAS. i�' ,�i=,1. o / 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN FRONT SETBACK = 30' SIDE & REAR SETBACK = 15' JO LESS THAN 3' OF COVER. LOCUS PROPERTY IS SHOWN AS: STONE BOUND -� -f_ r / �: ; �..� Ni S 335. • ty ;:,� 1 . . W 7 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE ASSESSORS MAP 288 - PARCEL 120 FND/HELD - X \ GRINDER DISPOSALS. :' jr'- LOCUS DEED: ;' ; : ,; ! � `� J N�S`7Z7R 8. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT DEED BOOK 17,320 PAGE 232 � F eAN .QA�Il4d. 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL 3AT LEAST 72t S CONSTRUCTION. THE E CONTRACTOR HSHALL DETERMINE THEAEXACT - >.: �Ry ' NO RECORD PLAN DEFINES THIS PROPERTY �� fOF ' ) ''' oN BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING G t OLOCATION, UTILITIES BEFORE THE START OF ANY WORK. LOCATION OF COMMUNITY PANEL NUMBER 250001 0006 D y r._ CI ' ��, 8• RErA�N/ EWAY XISTING ONLY. M UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE r / 1- - HIGH T Np Wq HAVE NOT BEEN AY IIN INDEPENDENTLY VERIFIED BY THOT BE LIMITED TO THOSE ENOWNEROOR ITS THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA t� 2 • �, � �� ;• � r �-- - � LC IRON PIPE _.._ 1 ;� S � AS ZONES C dt B Q" a 1 •' r `r OE- N FND/HELD REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY i L` H, CE_ � RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE r4j X OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE PROJECT BENCHMARK DATUM = NGVD 4 O ��- 1 ,'J UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN TBM = PK NAIL SET IN PAVEMENT O ELEV.= 15.39' G _ INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 13 2 l `�•� ' _ ® ` ^ ; t, IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, TEST � r� !- .` .. i`�'L VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC GAS tSf 1 W 1 PIT2 0' ` L -� T ;'� _l'� ,t �� . ! TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH �`< r L r PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE of PROPERTY OWNER: �, �- i A -, -_, r c X INC. ^ c %� ARE POOL --� \w i REQUIRED. SHALL PRESERVE ALL UNDERGROUND UTILITIES AS TDI REALTY, r P.O. BOX 796 I %. 14. % , �1 �'1 1 r ' l C,r _. .._` A HYANNIS PORT, MA 02647 <v ,� 9. SEPTIC SYSTEM LOCATION IS APPROXIMATE, PER AS-BUILT ,^ O 2 _ �. CB _- - - - - - ` o CARD 2004-100, DATED 3/04. } �, 9 e , FND ELD N �s• _ ^-; - CONTRACTOR TO VERIFIY IN FIELD THE ACTUAL LOCATION OF h _ UNDERGROUND COMPONANTS. .. 4p oRI�'Ay \ ,�` ��, 1 �`� 107440 1p�35, w _ TEST PIT #1 1 , 1 2 _Ij ` G SC to CB10-cB Lto 1 i o o, % k FAN " iv H $j ;R� TES�#iEAI G '. REMOVE FENCE �f (07 ALLY x % Sb C) No.30210 CB DH TOTAL PARCEL AREA -'ftft• --� ' H SITE LOCATION: N/F 36 367t S . FT. 167 Marston Avenue 7v Q IRON PIPE Hyannis Port Massachusetts 0.83t ACRES FND O J yr � 3/ PLAN BOOK 0►KE fF47 PREPARED FOR 203 PAGE 43 TDI REALTY, INC. CVA � $ P.O. BOX 796 CV ^ t HYANNIS PORT, MA 02647 yl C. / N TITLE ,3 SEPTIC SYSTEM DESIGN / w co BARTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 2 TYPICAL SYSTEM PROFILE NOTES: 4' 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 TOP OF FOUNI)ATION (T.O.F.) - 22.0' - - NOT TO SCALE 1. IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER do Phone (508) 771-7502 Fax (50$) 771-7622 :n FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6" v ~` 5 ; - . • .�' • FINISHED GRADE - 20.5' MANHOLE COVER AND FRAME (ADJUST TO GRADE) BELOW FINISHED GRADE. 4' 8' 4' 12' FlNISFIED MANHOLE COVER & FRAME 2. SYSTEM TO BE VENTED 20 0 20 40 GRADE OVER TANK 20' '' :' •: . t Fl GRADE OVER D. Box = t7'-t8'f MANHOLE FRAME AND 3 " _ 1 r• +,.; +' SCALE IN FEET COVER TO GRADE ���, SCALE: 1"=20' T• GRADE OVER TRENCH - t6-t7't (IF UNDER PAVEMENT) WASHED STONE i FIRST 2' (TO BE LEVEL) 4" SCH. 40 PVC 4" SCH. 40 PVC 9" (min) Cover •' " TYPICAL) then O 2.0% (max) o ''' O 2.Ox pL2" (mi 36" max Cover " N .,. •�.��� PLAN OF PRECAST LEACHING CHAMBERS o ;K: O 2.0% � CONCRETE LEACHING CHAMBERS � •��,` ,. ' � -•�:s�a`;�. h r%�. NO SCALE 6 SUMP ;ti 4 SCH. 40 PVC �' .,�a•..,, f; xM•, .,� L10. cpl TEE$ INSTALL y y " n�+ a��•� ., yv'3 i. T4` DATE: 5/7/07 r,.;. .:4 �'• r;,;;i} 24 12 ,-$:=.- '•'.:�.'.�.n�w:3':•'•,+ � � 't„ .rt,i=�•rc'� <.i4'-.•;t: o ,' GAS BAFFLE .• i:. ... 4 DUI. PVC „•,,,..�.. :�'�.,.�. Y... L EFFECTIVE / w-,,t', s ,►#i�..,..,... T.. � F r, r.y:, .., ' cm 1= DEPTH 12 ,: -,;._.' �'.:` .., ;.f�ya,; ,,�• 1�,'' ;�.:,<.:�.. . o REINFORCED STONM : . . ,�. .;. - - .1 .. 'ti` '=J Y'•'' .: ' re. 9.r•r .� ..:;.:..;: f•:%;,..• 4� 4' 4'21.T . ,, :�; •:}.M.;-• :,' '+ is ':`!'',:v►� s.••.�' •t+ .•,• :v'y'"�•. M•- t hilt a. 12.5' EC NO. BY DATE REMARKS 5' MIN 1,500 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER No Groundwater Observed O Elev. 2.5' CONCRETE LEACHING CHAMBER DETAIL DRAWN BY: MM DESIGNED BY: SW CHECK BY: MWE DRAWING NUMBER 20 LOADING) H-20 H-20 H-20 (H NO SCALE 0: 2007 2007-020 surve worksht 2007-020SP.DWG N JOB #2007-020 0 N 0 o GENERAL NOTES : ' SOIL LOGS DATE:12111/1002 P#=P 10,369 • p 9 M , a o 1.) THE INTENT OF THiS PLAN iS TO SHOW PROPOSED WORK AT LOCUS ErrcilvEEx BOARD OF HEALTH AGENT: FN FLOOR _ ,�o TYPICAL SYSTEM PROFILE PROPOSEDStephen A.Wilson P.E. Dave Stanton NOT TO 2.) LOCUS AREA IS COMPRISED OF: TEST PIT TEST PiT PROPOSED GRADE = 14.5f SET AT LEAST ONE WtFRE FRAME ASSESSOR'S NAP 288 - PARCEL 120 G.S.E. = 18.5t NIA & COVERS S �►c r • SEr COVER 7o r 911 W FM GRADE LOCUS DEED. MAN HOUSE SHALL BE WATEKl W R cOtER DEED BOOK 25999 FAX 173 • 0" AP Sw* Loa Ap m Ow Sandy !loom s GNtAOE OVERFRISERS = - 2 NO RECORD PLAN DEFINES THiS PROPERTY • �:� P 13 10YR32 8 10YR43 •� FNISII CRADE M 15:Ot / ao B B PROPERTY OWNER: .:. Sandy Loam Sandy Loam ,. 3' M/1FINIM P. •:,... pI,I P�10 JUI.E P BARKER 32• 10 YR 5 6 22' 10 YR 5 6 = e- 6N W OVER LE40M 1RDM : 14 Qt 3 BELOW GRADE 83 WILDWOOD DRIVE •' :. r . `.:. NEIDFNM, MA 02492 y trvh C C NV OUT = 13.2 NV N! 13.0 10 NV OUTS 127 9' (min) Cover V36 Medium Sand • Medium'Sand • GAS BAFFLE r 4' SCH. 4040 PVC ) •( , C _ - \) o e • 132 10 YR 6/4 144 10 YR 5/6 `: 14• . `. 2' Pe 1/8'to1/2 3.) PIiWECT BENCHMARK : QAlI1M NGVD C�--T CONCRETE .' SUYP IBM = MMG NUN. SET N PAVEMENT * ELEV.- 13.70' t Ii YA NNI3 Pore a or - sroNE BASEImUSM 4) �• 01� NO MAILER Q1000N1ERED RA1E- d MN/IN .-ae?% a..;+?.a. :; .!, NV IN - 12.4 • INIV OUR = 12.2 ZONING INFORMATION ��P 'e� �� VARG TV Jll,n ,�•w • •ocvsL4 �� Z� RF-' NY CRusNED INN IN = 11.8 OVERLAY DISTRICT AP (AQUIFER PROTECTION) STONE � MINIMUM LOT`AREA: 43,560 SOL LOGS DATE • V26/t2 70 BE RrnoNoo srtsoo SrABLE BASE Di BOX MINIMUM FRONTAGE: 20' P-iS,687 BARNSTABLE UQUD DEPTH IN SEPTIC TANK DEPTH OF oun.ET TEE BELOW BOTTOM OF SYSTEM = 9.8 5' MN MMMAIUM WMD1H: its' SOIL EVALUATOR: BOARD OF HEALTH AGENT: 4 FEET 14 NMIEs Na 4.811 FRONT SETBACK - 30' SIDE 8 REAR SETBACK = 15' STEW MATSON, P.E DONALD DESMARAIS R.S. g FE>:T 24 Nays TEST PIT 1 TEST PR 2 TEST PR 3 TEST PR 4 7 FEET NCN£S 5.) A LIRE SEARCH WAS NOT emu PEfIfORMED FOR INS SITE F DEIERM/ED 8 34 NCHES 70 BE NECESSARY. A TITLE SEARCH SNW.L BE PERF0 0 BY OTHERS • G.S.E. = 15.5t G.S.E. = 15.0t G.S.E = 14.81 • G.S.E = 15.3t • 1OYR 3 2 • SANDY LOAM • IOYR 3 2 • SANDY LOAM : IOYR 3 2 : SANDY LOAM Ap; 10YR 3/2 : SANDY LOAM 6.) TIE PROPERTY LIVE FF> YLP0N SHOWN IS eASED ON CURRENT AVARABTE RECORD Ap. / Ap, / Ap / \ SET MIANiNOLE AMID COVER � NFORMAIMOM CONSISTING OF PLANS AND DEEDS. w w w 12, \. 7D GRADE , VENT THE DOSING FFA MES SIDMN HEREON MERE OffMI;D FROM MI ON 71E GROlFO FIELD FINISHED GRADE -� PE11FORWD BY BARTER M ENGINEERING 8 SURVEYING ON JANILARr 16, 2012 B ; IOYR 5/6 COARSE SAND B ; 1OYR 5/6 ; SANDY LOAM B ; 10YR 5/6 ; SANDY LOAM B ; IOYR 5/6 ; SANDY LOAM \ 3/4=1-1/2' M11N.-36• COVER 39' 40' 32' 32' 36"MAX.-9wi�IN. COMPACTED FILL UWRE WASFIED :r 2'PFASTONE OR 7.) (EO7FJfTN E FABRIC ;;.,.:...: ,.,�,,;: FLOW PINSl1RANM RATE MAP DEFINES THIS AREA C 10YR 7/3 ; MED. SAND C ; IOYR 5/6 ; MED. COARSE C ; IOYR 5/6 ; MED. COARSE C ; 10YR 5/6 ; MED. COARSE 2 OF PEA STONE ���►............:. ......:::::.......:::.::::::::::.:�t::::.::.:....::•:::•..::::::.:�:.C:::::::•::::. r:i,.,,.:.•1,.�.r+. a .,}:.p,• sir"r.i"�;�.-i:•rr.:7!3:%.?I NJ.. :�•,d�'i��:\'r a •!• " ZONES C d' B OR TER FABRIC 3 » CULTEC 330XL :• •; SAND SAND :�'- •;...y '*- [� O ^, +- Y:::a t - ='=�:z SAND w / w / w y�.-e.. •�'yl:• •••:i �, v•:K;:_..,•. .+ 120' 120' 120' 6.5 3 4 TO 1 1 2 S�•,;, Y•► r.zts:,, DOUBLE a) 120 EFFECTIVE OEP1H �. r';,'��a.a. ✓s,•..' t= O ; ;tia .1^.�; t'�. �a NNSFED STOW 30.5 DOUBLE y,_- !i a f. r x:;;a=,.;• {:•; 7'ti" j�='`: , • NO GROUNDWATER OBSERVED 24 CTTVE DEPTH WASHED STONE l= ` ; ` '':� IS NOT WITHIN AN A C.EC. (AREA OF CRITICAL ENVIRONMIQlTAL CONCERN). 0 EL. 4.8 ' 3�:1 r1-{.9,iYsl'} .. fir, , .'•rts/.•.� ;�'•' 26' 4.8' •2 6' ~ SITE IS NOT W M AN AREA OF ESTW7ED WHIAT OF RARE WILDLIFE PER NHESP MAP OMBER 1. 2010 'ESWTED W1NTA7S OF RATE MA.DLFE' 4, 4' 4' 21 1v FOR USE WT H THE MA NiETLMDS PROTECTION ACT REGLI ATIONS (310 CO 10).' 29' CONCRETE LEACHING CHAMBER DETAIL RELOCATION) •SUE DOES NOT OONTAN A CERTIFIED VEiiNMI POOL PER NNESP MAP OCIOBER 1, 2010 TRI FiED VENAL POOLS' PLAN VIES N O-20)SCALE •SITE iS NOT rrnHN A PWORf1Y HANTAT PER NTfSP MNP oG;iDeE�R 1, 2010 "PRioRTr>r PLASTIC LEACH NG CHAMBER DETAIL INBT= OF RARE SPE>c�s' FOR SPE1cIEs NO THE MASsAaILISETTS ENDVI 00 I iIAVE PASSED THE SOT. EVAIJMATDR D AM11AI ON APPROVED BY 7W DEPARTMENT OF ETMiONE fk SPEICES ACT, REI;IAA710NS (321 pR1o). CEItIMFY TENT N,ILLY 20G17. CULTEC 330XL OR EQUAL PROTEG,WION AND TINT iW ABOVE ANALYSIS WAS PERFORMED BY ME OONSIS'iENr NIH THE REQUBIED TRM�Arf,� EXPERTISE'AND E)FERQiCE NO SCALE LEACE!!IN A �� � . DESCRMD N 10 15.017. 7 ,. , •SITE IS NOT MiTiNV A STALE APPROVED ZONE M GROUND MATER RE'CINRtE PROIECTMON AIE1l RESDE]IiYY: 3 BEDROOMS �:.. •SUE 6 NOT WM A ZONE OF CONTR6JMN TO A SALIWAIER MUM SMWMIURE � � MTE : 110 GPD/IEDIr00Y 'r_ � TOTAL DESIGN FLOW • 330 GPD B O H RED. 360-�5). EARN M GRINDER (NOWT NAMLM) - N/A PERC ROTE - 3 WL / MCM (CLASS 1) 4 9.) UTILITY NE0RIM710N SFIOWN FIEItF�L- • LTAR - 0.74 GPD W. r IRON PIPE / ! •THE CWRACTOR SHALL CONTACT DIG SAFE AT 1-888-010- / ( AND UBL11Y COMPANIES lO l LOCATE ALL DOSING UTEI7ES. AT LEAST 72 HOURS PRIOR TD 7HE START OF CONSIRIJ 70L �D��-D _ _ ' 330 GPO/ 0.74 GPD/S.F. s 446 S.F. 1/�L r t , TiE LOCATION OF DOSING UNOEiiCFiOUND INFRASTRUCTURE; UMF% CONDUITS AND LINES ARE r N/lc p• SIiOMN N M APPRO)NATE WAY ONLY, MAY NOT BE LIMITED 70 USE SHOWN AMEN AND HAVE 25.1 / P/AN Et NEI� PROPOSED SV51EM: 3 CULTE:C 33M CFWIBERS WIN 4'>STONE ON ALL SIDES BEEN RESEMED BASED ON THE AVVABLE URITY RECORDS NOTED NEREON. THE CONTRACTOR pt," ppK 171 P I AGREES 70 BE FULLY RESPO ME FOR ANY AND ALL QAMNGES *01 MIGHT BE OCCASIONED BY r o• , eppK ACE 93 r SIDEWAIL AREA: (12' + rd = 164 S.F. THE CONUaACiOR'S FAAIIRE M LMIE SAID P FRASIRUCIiIRE AND UiAJiMES D(ACTLY. IF FED 84 PAce 69 t ern7nM AREw 12' Y _ 3t8 SF OONDIIiONS DIFFERS FROM PLAN NOW7i0K THE OONiRACIOR SWILL N01MFY THE E?1G W ►�of / TOTAL AREA: 512 S.F. MMEDNIELY FOR POSSIBLE REDESIGN. 512 S.F. x 0.74 GPD/S.F. - 378 GPD • OWING SEPTIC SYSTEM INFORMATION OBTAINED FROM SEPTIC SYSTEM INSPECTION REPORT 2 1.9 x 20.9 N PROVIDED BY THE BARNSTABLE WARD OF HEALTH. 2.1 LgNDSCgp I /� � SEPTIC TAN( SANG: 330 GPD x 200X - 6/0 GALLONS •#2004-100. DATED 3/4/04, 22%0 0.8 E�;gREq i �.�'_ �' `O $ �SyB• / TM MILTER SERNCE SI M ON TM PLAN FROM DIG-SAFE MARi M FIELD LOCATED BY BAXiER NYE 90CERNG &1LIINEYNG ON dAIRM 16. 2012 23.6 r I 17.6 30• INSTALL VENT USE 150D QVM SEPTIC TAW J , STONE BOUND j �,� r'/ ,,,44, i -4 17.7 v� ` \ 4 f N� &gNNIS7r I • EN GkS LINE PER d SURVVE MARi�IGS�ANU M GAS�MEiER LowED BY BAILER NYE EXISTING WATER SERVICE R ON FND EL.D ST Kq ElGH 12. TO B£ 10' OFF LEACHING 'T j x 21.1 BENCHMARK AT J 1 �/ 1 Dc F BENCHMARK AT , FLUSHED FLOOR 16.0 OF lygs % CORNER OF PATIO , / -- � CE �\` SYSTEM MAG SET ya P s90 ��� i 20.7x EL = 14.30' ; 4 Hp '� qC�; 5.1 '�4.3 EL = 13.70' SEWER INVERT AT HOUSE 13.2 �N 1 S USE #16j �ir� SEWER INVERT INTO SEPTIC TANK 12.8 A I v LAWNG.. /, / FRgP�RY WOOD SEWER INVERT OUT OF SEPTIC TANK 12.5 No.30216 w \, r 6 / DLLfNG r 5 THEE 6" SEINER INVERT INTO DISTRIBUTION BOX 12.4 -Q�, qC �p �Q r STpN ALL - DE WOOD SEWER INVERT OUT OF DISTRIBUTION BOX o,�F GlSTE`� I x 21.3 t ; ti 17.5 ;% / R71yf G� x 7 --- - RETq�N�NC I ,SEINER INVERT INTO SAS 11.8 SRE LOCAl10N: ss�DNAI�N6 4A$ 26.5 i %'"x 4.5 .5 ✓i ` 7 .-=--- 1 .--__ _ 8 Hl - - _ WgLC BOTTOM OF SAS. o t x 22.9 r 1 .2 t - \`> GH - 9.8 4S NO GROUNDWATER OBSERVED TO ELEVATION 4.s 167 Marston Avenue ti \ r- TEST 14.5 14.3 PA 14 ------' 14.4 -�w!9 z115.�DCKgDE ` PIT #2 p 2 �� 13. x \ FENCE x 20.9 i 1 (P 10,369) �'T3.d k'q IRON PIPE Hyannis Port Massachusetts �2 \Z i \ TOTAL PARCEL, AREA ii v J-�-` } gNDSCAPf G 14.0 c \� �H - FND/HELD } i ; -o •i D gREq \ RELOCATE E' LANDSCAPED AREA - 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 36,375 S0. �f. t 14. ' 0.8 4 ACRES f ; o I J ,6 E�1._MJUEES�►S x 1 `` WiTH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21. PREPARED FAR % 1 v L A'w N Mj x 16 2 2006. AS AMENDED THROUGH THE DATE OF THIS PLAN. do ANY 14.3 NEEDED / � 6.0 2 26.0 i \i {� 1 i x 'vGD c�+r LOCAL RULES do REGULATIONS APPLJCABLE. Christopher B. Barker, et ux. ri 14.6 S v \ i ; v .. .. ...... 0 27.9 r x�22.2 2d 4 ; ; J J W .. ` �� LANDSCAPED AREA p'P� Wq w x 16.E 16.0 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY E x 25.4 / ; �. Y w THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED O o I i' I ► + x 15.0.r J Z x 1 9 TE_ :;.: �� c ft y. \w WITHOUT WRITTEN PRIM APPROVAL BY THE ENGINEER ' f9.9 J, P "^C 2 M� 1 �15.0 �•". - x 14.8 \ 'yc 16.3 C t "^CAT 4.5........ / c h �O Pftsternan IDH Se tic P ,4 n0 ::::.:.::::::.:: �� FIND EL D r t 5.5 3. WHEN IS COMPLETED, PRIOR TO BACKFILLIM, oC .:. f 4 7 M _ _ - .--,----- , x 6.2 W NOTIFY THE BOARD OF HEALTH AGENT AND ENGINEER FOR I r �,• r,� - ------ ---- INSPECTION. i x 18.4 5.6 # .......... ... - ----- 03• My ----__� �'�or x 1 6 ST PI >,: "� ,o, ----,� ��,-- • BAx'TER NYE ENGINEERING& SURVEYING 18.E TEST PIS 1 ( 13,537 :...�ejB Q c,0 16.5 107 ((� '�' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHED 40 x 27.5 # 44 to ASOQ �, SL to C8 �W PVC. UNLESS OTHERWISE NOTED HEREIN. �' 1 i P 13,57) O k C8 ti x 29.7 5_ TEST PIT #1 , x 15 ., ,s k. 6.3 - Registered Professional Engineers and Land Surveyors A t ' k P 10,369) I t 5 6 -:� °� 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE wC 7.9 3 ---- --- ------ - CB/bH 1 5' Su 78 North Street-3nl Floor Hyannis Massachusetts 02601 ..... .... ON' Fl� NG THE > > +� S.5 g� 019.4 O ::: 15.0 ,g FIND � LEACHING . AND REPLACE WITH CLEAN SAND PER 310 CMR -- ____ :.....x-: _ - O 15.25s To THE TOP ELEVATION of THE sAs. Phone- (508)771-7502 Fax- (508) 771-7622 a^O / NIG S O i cv 17.5 - ( � :. �� 9.0 --- n H C 4 x ]� 5.:::: _ - - ' M 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN DE FENC \ 17.2 X ]f 3 .... ::.. gRKllyG •O•; o� .....:. ...:....:. �o �20.6\ TEST PIT #4 .:::::.: :: ::::: :::: ::: :.::::: N LESS THAN 3 OF COVER. LAND��. :: ::::::::::::..%%%.:::�m N� � 20 0 20 40 a 2 N 7 SUED q (P 13,537) ..::::::::::: ......::: . pLq pKE �'' 3 5y8 -- R ... ;::. :: ::: :: N BppK , 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 50 W 2p889. ,� 18.7 x 16. 203 PgcE 43 � GRINDER �. SCALE IN FEET 0 • --' 2 8. ; THE CONTRACTOR SHALL CONTACT DIG SAFE (AT SCALE: 1 = 20' ~' - - ------ x -• \``�F'� •00 `_ 1-888-DIG-SAFE) AND UTILITY COMPANIES; TO LOCATE ALL c h� _ -_, - �5 CB H EXISTING UTILITIES. AT LEAST 72 HOURS BEFORE THE START OF 16 5c�� FAD CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT HELD LOCATION. BOTH HORIZONTALLY AND VERTiCALL.Y, OF ALL IXISTiNG � REMOVE 8.5' OF 21.4 '�DOSTMG SEPTIC SYSTEM: PERMIT �200�4-100 UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE N RETAINING WALL IRON PIPE WAY ONLY. MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND p�Nf/L FND r HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS DATE: 04�17�12 f / r REPRESEN•ATTVE. THE CONTRACTOR AGREES TO BE FULLY t RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE c t I / OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 3 SAW /t3/12 REVISE N07 ADD DETAIL N / UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN N C8 ASK r IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. /�/t2 NEW FOUNDATION INFORMATION. THE CONTRACTOR SWILL NOTIFY THE ENGINEER 2 SAMV SEP o t FEND VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS. t SAw /t3/t2 REVISE GRADRIG 0 HELD ' TELEPHONE NM: DATA/COMM AND RELOCATE IF CONFLICTING WITH NO. BY DATE REMARKS r / PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE DRAWN ire DESIGN BY• SV CHE ETY• MWE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS NlAI�R v REQUIRED. M 9. THE PROPOSED UTIIJTY CONNECTIONS SHOWN HEREON ARE 0: 2012 2012-003 CML PLO 2012-003_DM.DWG N SCHEMATIC. FINAL LAYOUT SHAM BE AS DETERMINED BY THE 0 APPROPRIATE UTILITY COMPANY, JOB 12012-003 N NZ --- - ----. - - - - ... -- --