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HomeMy WebLinkAbout1511DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 34. -4 -5 BOX 14 01511 V, t PUTNAM COUNTY HEALTH DEPARTMENT DIVISION OF ENVIRONMENTAL HEALTH SERVICES PROPOSAL FOR SEWAGE DISPOSAL SYSTEM REPAIR OFFICIAL USE ONLY J/1,9-/-7- /2_ , �i SITE LOCATION t� TM# 3 7 Y ®Q — 3 c� • c� s OWNER'S NAME QMc3 C�j a I PHONE C� MAILING ADDRESS PERSON INTERVIEWED PCHD Complaint # Name & Relationship i.e., owner, tenant, etc. DATE TYPE FACILITY PROPOSED INSTALLER3ctu a /ce�S 3 PHONE$ ADDRESS,? 9 q JQ `bgSc,z f�1 �%� � � REGISTRATION# PLii57 Proposal (include sketch locating all adjacent wells): NOTE: Repair must be in same location and of same type as original sewage disposal system .Different location may require submittal of proposal from licensed professional engineer or registered architect. K - _ L. - - 1 . _ \ - _ —1\. _ 'i- ._.:..... 1, _ _ ` -1- I 1,41 w - _ / - a / � _ I, as owner, or r 24 agent of owner agree fo the conditions stated on this form. SIGNATURE TITL .-- DATE !� 41 Proposal approved with the following conditions: 1. Procurement of any Town permit, if applicable. 2. Submission of as built repair sketch in duplicate showing: a. Owner's name b. Site Street Name, Town and Tax Map number. C. Location of installed components tied to two fixed points (e.g.,house comers). d. System description (e.g., 1250 gal. Concrete septic tank, three precast 6' diam. X 6' deep e. Installers' name and number. 3. System repair to be perfo d in accordance with the above proposal and conditions. Prowl approved s Signature & Title DATE COPIES: White (PC) ID); Yellow (Town BI); Pink (applicant) PC -RP 99ML v q lid �► -Tec-pa"im. Toeso 37azrQO.3W -q -�5 i7T -SQ ®9. �co ,r e� I I, r t, C t 4 ' t. PUT NAM COUNTY DEPARTMENT OF HEALTH w:. iV I ENVIRONMENTAL HEAL'T'H SERVICES -. _ ATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD C�1 RUCTION PERMIT # V. 2 elb Located at 14 F042 i�JAC2 Town or Village Owner /Applicant Name l�Ag.�! 1 Q K� Tax Map Block 4 Lot _ry Formerly. Subdivision Name Subd. Lot # Mailing Address JCJ: P r—VAV 'f'A 717M12S6N IN )2-5G ?7 Zip Date Construction Permit Issued by PCHD 2 Separate Sewerage System built by Ct�& Lt c4 COIF r,-r. Address j1(jS� t� Illy/` Consisting of 1000 Gallon Septic Tank and 160 F , S I `�' Other Requirements: Water Supply: Public Supply From Address or: G i Private Supply Drilled by r ft-,A L SO4 S 1 Address Building A i. Has erosion control been completed. Number of Bedrooms Has garbage grinder been installed? �16 I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- built plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulations cif the Putnam County D'�"e% of Health. Date: Certified by (Design Address W1 L11VT /)W KA "Atli P.E._ R.A. # 1 �F Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocati dification r change is necessary. B , Title. /Q � �G '�. Date: Y• White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CC -97 L.AURENT ENGINEERING ASSOCIATES, P.C. - -, MILLBFjOOKE OFFICE CENTRE- Route 22 8 Milltown Road Brewster, New York 10509 (914)278- 6108 - (FAX) 278 -2658 HARRY W. NICHOLS JR., P.E. CONSULTING SITE ENGINEERS July 10, 1998 Robert Morris, P.E. Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Proposed SSDS - Galin Ice Pond Road (T) Patterson, N.Y. Dear Mr. Moms: Enclosed are the following: a) "Certificate of Construction Compliance For Sewage Treatment System ", dated 7/10/98. . b) Five (5) prints of Drawing SA, "As -Built Plan ", dated 7/10/98. c) Three (3) copies of "Guarantee of Subsurface Sewage Treatment System ", dated 7/10/98. d) Photocopy of original "Laboratory Report", dated 1/29/98. Original was submitted to your Department on 1/30/98. e) Photocopy of "Well Yield Test" results dated 2/11/98. Original was submitted to your Department on 2/13/98. _ f) Bank check in the amount of $200.00. Kindly issue the Construction Compliance at your earliest convenience. - Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. Harry W chols, Jr., P.E. HWN:TR:bd - 97032 ' PUT'NAM COUNTY DEPARTMENT OF HEAL'T'H DIVISION OF ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM QA\h Q G,j W, j 0 Owner or Purchaser of Building 5AMe Building Constructed by LG,�-- 127AAQ 9OAQ Location - Street ReSl Ql✓SMA, Building Type Tax Map Block Lot TownNillage Subdivision Name Subdivision Lot # I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage treatment system serving the above - described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occupant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whether or not the failure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. f Dated: Month JL) LH Day J p Year 119 Signature: Title: General Contractor (Owner) - Signature Corporation Name (if corporation) Address: i e &I 9T State N1 Zip 10.9 2 r7 Corporation Name (if corporation) Address: /Z S P State i `' 7 Form GS -97 T NE k.� 1 f �- NORTHEAST LABORATORY OF DANBURY 39 -3 MILL PLAIN Roan - DANBURY, CT 06811 LABS (203) 748 -7903 - PAX (203) 748 -0652 LABORATORY REPORT -- WATER SUPPLY TESTING REPORT TO: MR. GARY FAGAN DATE SAMPLE COLLECTED: 1/26/98 BOX 634 TIME COLLECTED: 11:00 A.M. SOMERS, N.Y. 10589 COLLECTED BY: G. FAGAN DATE RECEIVED @ LAB: 1/26/98 TESTED BY: LAB# 11471 REPORT DATE: 1/29/98 SAMPLE SITE: ICE POND ROAD, PATTERSON, N.Y. SAMPLING POINT: KITCHEN SOURCE: WELL TREATMENT: UNKNOWN CT Cert:.PH 0404... _ ~ _ NY Cert: 11471 TEST PERFORMED RESULT: MAXIMIUM CONTAMINANT LEVEL BACTERIAL: Total Coliform (Bacteria) 0 per 100 ml 0 per 100 ml PHYSICALS: pH 5.84 no designated limit Turbidity 0.23 NTUs 5 NTUs CHEMISTRY: Nitrite N ND mg/L as N 1 mg/L as N Nitrate N <0.01 mg/L as N 10 mg/L as N Alkalinity 13.0 mg/L no designated limits Hardness 90.0 mg/L no designated limits _ Iron. _ ..0.169 mg/L 0.30 mg/L . ..... ..... ................. Manganese 0.025 mg/L 0.30 mg/L [Note: Combined Limit for Iron plus Manganese = 0.50 mg/L] Sodium 3.18 mg/L 20 mg/L ** Lead <0.005 mg/L 0.015*** m1= milliliter mg/L = milligrams per Liter ND = none detected NTU =Units * *Notification Level ** *Action Level RESULTS BASED ON SAMPLES SUBMITTED: 1/26/98 SAMPLE, AS TESTED ABOVE: MPOTABLE orFE11NOT POTABLE (PER NEW YORK STATE DEPT. OF HEALTH SERVICES STANDARDS FOR POTABLE WATER) Laboratory Director *NORTHEAST LABORATORY, 129 MILL STREET, BERLIN, CT 060379 (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 s AL & SONS, INC. 4 PUTNAM AVENUE BREWSTER, NEW YORK 10509 ..Established 1891 y Over 11,000 Wells Completed -- - (914) 279 -2460 - 2461 (914) 221 -6100 * * * * * * * * * * * * * ** * 1 N 1� c l � r_• i,• � * * * * * * * * * * * * * ** ARTESIAN WELLS - WATER SYSTEMS invoice Number: 022018 invoice Date: 02/11/98 DAVID GALLIN '1'o: 120 EAST 81ST S'1'HEEI' APARa'MEN'1' #8B NEW YORK, NY 10028 'Perms..... NET 30 Page: 1 S1'PE ICE POND RD PA'1" PERSON , NY Cust I.D ..... : G04550 For your convenience, we will accept MasterCard, Visa, American Express, or Discover. Please us your card number, expiration date, and authorized signature. ❑ MasterCard ❑ VISA ❑ American Express ❑ Discover ❑ Other Card # Exp. Date Signature w..° MATERIAL / LABOR €�R , *Wft �QUANT�z1� . � � :. � , "� :.U;NIT�PRICE�� � ���A1IIIOUIV T ------------------------------------------------------------------------------ 2/10 : CHECKED SYS'1'EM - FLOW '1'ES'1'ED WELL. WA'PEH LEVEL A'1' S'1'Alt'1' WAS 55'. PUMPED 10GPM FOR 1 HOUR. WATER LEVEL A'1' END OF '1'ES'1' WAS 75' . LABOR 1.75 ;BOR CHARGE INCLUDES TRAVEL TIME TO AND FROM JOB CUS T %-:: -,E:; (,'Or 60.00 1 105.00 Subtotal: 105.00 '1'ax ..... : 7.61 Payments: 0.00 'Total.... 112.61 PUT`NAM-. COUNTY, -.HEARTH DEPART. _.. .. , ... .. - .. DIVISION OF ENVIRONMENTAL HEALTH SERVICES John M. Simmons, M.D. Deputy Commissioner of Health - FIELD ACTIVITY REPORT - Sheet of INSPFr'T'T0W NAM M AVI-D / Z IA/ Orig. Routine Orig. Complain ADDRESS ZG `Po�yn W Pd7T_,=p5,9A 3 - Orig. Request No. Street Town 21 No. Compliance Complaint Comp MAILING ADDRESS Final P.O. Box Post Office Zip Code _ Group Illness _ Construction TELEPHONE��/ T Reinspection PERSON IN CHARGE Field, Sampling Only OR INTERVIEWED [ fjGj L d P G r, Field Conference Name and Title > Other T i 5 a o �" Pe-rc / DATE i ;L TYPE FACILITY 7 fi^ ' -- --,oak- TIME ARRIVED TIME LEFT Explain FINDINGS: - Pi - e - �oct kz -ey-e , h e JE 5 INSPECTOR: Signature and PERSON IN CHARGE OR INTERVIEWED: I acknowledge this Field Act�.vity Report. 6/86 TELEPHONE: 1 j TITLE: PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES FINAL SITE INSPECTION = p cted y Date:. Street Location Ins= e b : �CF t-'-� ��J2 —c Owner Town Permit #-- - 9 TM # Subdivision Lot # 1. Sewaee Svstem Area a. STS area located as per approved plans .................... b. Fill section - date of placement 3:1 barrier Lgth. Width Avg.Dpth_ c. Natural soil not stripped ............ ............................... d. Stone, brush, etc., greater than 15' from STS area... e. 100' from water course / wetlands ............................. II. Sewage System a. Septic tank size - ,00 ........ 1,250 ......... other ........ b. Septic tank instal evel ........ .......:....................... c. 10' minimum from foundation .. ............................... d. Distribtuion Box 1. All out ets at same elevation -water tested......... 2. Protected below frost .......... ............................... 3. Minimum 2 ft.Original soil between box & trei Junction Box - roperly set........... ........................... engt required 10 ® Length installed L 2. Distance to watercourse measured -t 1, o o Ft.. 3. Installed according to plan .. ............................... 4. Slope of trench a to 16 - 1/32" /foot..... 5. ipom Io prope li e- 0 ft.- foundations.. 6. ch <3 i rf ce.......... 7. allow d for x ' , % ...... 8. Siz o ra 4 2" iam er c ean ............ 9. Dept of a i trench 12" minimum............ 10. Pipe ds capped ................ ............................... g. Pump or Dosed Systems Size ot pump chamber ........ ............................... 2. Overflow tank ..................... ............................... 3. Alarm, visual / audio ............ ............................... 4. Pump easily accessible, manhole to grade........ 5. First box baffled ................. ............................... 6. Cycle witnessed by H.D.estimated flow /cycle.. III. House/Building a. House located per approved plans...........:. ............. .b. Number of bedrooms ............... ............................... IV. Well a. Well located as per approved plans ........................ b. Distance from STS area measured , oep ft... c. Casing 18" above grade ........... ............................... d. Surface drainage around well acceptable ..............: V. Overall Workmanship a. Boxes properly grouted ........... ............................... b. All pipes partially backfilled .. ............................... c. All pipes flush with inside of box .......................... d. Backfill material contains stones <4"-diameter ..... e. Curtain drain & standpipes installed according to f. Curtain drain outfall protected & dir.to exist wate. g. Footing drains discharge away from STS area...... h. Surface water protection adequate .......................:. i. Erosion control provided ......... ............................... Rev. 1/97 •t� NORTHEAST LABORATORY OF DANBURY G �..pCert;: RH -0404_ 39 -3 MILL PLAIN.RoAD - DANBURY, CT 06811 , NY Cert: 11471 (303) 748 -7903 - FAX (203) 748 -0652 ;„�BORATORY REPORT -- WATER SUPPLY TESTING BO ,A n34.,. . 1.0589 SAi'VLP E S�iT�; SAI '1ANG POIPiT: i l �7C1VlEit1`JG 71F, P ; -,,Ft ;, iM -'1 Total (Fazr¢eria) iD��YSICAY.S� � ' PH Turbidity CHENT IISTRY: Nitrite N ', i,Ktnjte N Aj� ,;,ftlinity udness Iron Mangmiese DATE SAMPLE COLLECTED: 1/26/98 TIME COLLECTED: 11:00 A.M. COLLECTED BY: G. FAGAN DATE RECEIVED @ LAB: 1/26/98 TESTED BY: LAB# 11471 REPORT DATE: 1/29/98 ICE POND ROAD, PATTERSON, N.Y. KITCHEN WELL UNKNOWN RESULT: �0 5.84 0.23 ND <0:01 13.0- 90.0 0.1.69. 0.025 Sodium 3:18 mad <0.005 ml milliliter n pt- =milligrams per Liter 4*Notification Level ** *Action Level CONTAMINANT LEVEL per 100 ml 0 per 100 ml no designated limit NTUs 5 NTUs nig/L as N 1 mg/L as N mg/L as N 10 mg/L as N mg/L no designated limits mg/L no designated limits mg/L 030 mg/L...-.,. - mg/L 0.30 mg/L [Note: Combined Limit for Iron plus Manganese = 0.50 mg/L] mg/L 20 mg/L ** mg/L 0.015 * ** ND = none detected NTU =Units RIEKSULTS BASS P, 4PN SAMPLES SUBMITTED: 1/26/98 SAA1PLE, AS.TEST D ABOVE: [DOTABLE or �OT POTABLE NEW YORK STATE DEPT. OF HEALTH SERVICES STANDARDS FOR POTABLE WATER) %I, t ? � Laboratory Director 0101 :THEAST LABORATORY, 129 MILL STREET, BERLIN, CT 06037• (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 I1I� NORTHEAST LABORATORY 0' r "DAN> URY (1%ormerly Tar110n Environmental Laboratory) Cr C�ert: Ill -0404 w: _ - 39, ;3 1 iVL �'1:mN -ROAD - DmBIJRY, �:'� ®�i81 �;.:•_ `N:1' Cert:..1:1.471 ��$ $ (203) 748 -7903 - PAX (203) 748 -0662 INTERPRETATION OF RESULTS In New York, the Department of Public Health (DPH) uses a combination of standards and advisory levels to help consumers interpret their water test results. Their excess does not necessarily mean that the water is harmful, but it might indicate that the source of the problem be found and corrected.. For specific questions concerning your analysis, or any treatment your are considering, contact the Laboratory or your local Health , ., De artment. ,. COLIFORM BACTERIA & E COLI: Coliform bacteria are relatively harmless bacteria, present in all soil and vegetation, but E Coli are specific type of Coliform that strongly suggest the, presence of human or animal waste. The standard for.both Coliform and E Coh in drinking water is ABSENT or, ZERO. DPH LIMIT: ABSENT OR ZERO DH.- pH has a range of 1 -14 with a 7 as neutral. Acidic water (less than 7) corrodes copper pipes and lead solder and causes a blue -green stain. Acidic water is treated with an acid neutralizer. No designated DPH MCL limits TURBIDITY: Clay, silt, iron and organic matter give water turbidity. Treatment usually consists of a properly sized iron 'filter or small cartridge filter. DPH MCL: 5 NTU NITROGEN CONSTITUENTS: An excess of nitrite and nitrate can indicate contamination from animal or humans waste. Water with nitrite /nitrate levels, in excess of 10 mg/L can interfere with the oxygen carrying capacity of the blood and should not be used in infants feeding or by nursing mothers. Reverse osmosis removes nitrate for small amounts of drinking water. DPH MCL: NITRITE: 1 mg/L * NITRATE:10 mg/L "ALKALINITY: Alkalinity is a measure of alkaline substances, such as hydroxides, carbonates and bicarbonate with capacity for neutralizing acid. No designated DPH MCL limit. HARDNESS: Calcium and magnesium cause hardness. Very hard water scales pipes and increases soap consumption. Hardness can be reduced with a water softener using sodium chloride or potassium chloride. No designated DPH MCL limit. ' AROM,Ercccess4rorc results-in color and turbidity.�Jron"stains laundry and fixtures orange -brown and promotes iron bacteria which can impart a taste and odor. Iron can be removed with a water softener, iron filtration or ion exchange. DPH MCL: 0.30 mg/L MANGANESE: Manganese causes black stains on laundry or, fixtures. Manganese is removed with a water softener, iron filtration or ion exchange. DPH MCL: 0.30 mg /L IRON PLUS MANGANESE: DPH MCL: 0.50 mg/L SODIUM: Persons with high blood pressure, hypertension, congestive heart disease or persons on a low salt diet should consult their physician before consuming a source with a high sodium level. No designated DPH MCL DPH GUIDE: 20 mg/L (for people on severely restricted sodium diets) 270 mg/L (for people on moderately restricted sodium diets) . LEAD: Lead is a metal formerly used in soldering joints in plumbing systems. It is now prohibited, but many house still have lead in their plumbing systems. Lead can build up gradually in the body and can have effects on the brain and nervous system. DPH MCL: 0.015 mg/L DPH= Department of Health mg/L= milligrams per Liter MCL = Maximium Contaminant Level NTU- Nephelometric Turbidity Units ®NORTHEAST LABORATORY, 129 MILL STREET, BERLIN, CT 060370 (860)828 -9787 - FAX (860)829 -1050 TOLL FREE WITHIN CT: 800 - 826 -0105 •OUTSIDE CT: 800 - 654 -1230 P. F. BEAL & SONS, INC. * * * * ** 4 PUTNAM AVENUE BREWSTER, NEW YORK 10509 1 N V U 1 C E _ ...._, Established..1891. Over.11,00D Wells.Completed - 91 4) 279 -2460 - 2461 (914) 221 -6100 ARTESIAN WELLS - WATER SYSTEMS Invoice Number: 022018 Invoice Date: 02/11/98 Page: 1 DAVID GA.L,LIN S1'1,E ICE POND RD To: 120 EAST 81ST STREET PAT ERSON , NY AYAH.'1'MKN'T #8B .NEW YORK, NY 10028 Cost I.D ..... : G04550 For your convenience, we will accept MasterCard, Visa, American Express, or Discover. Please give us your card number, expiration date, and authorized signature. ❑ MasterCard ❑ VISA ❑ American Express ❑ Discover ❑ Other 'Perms ..... NET `i0 Card # Exp. Date Signature a N E.. ( :�� _ t�� .4:1.x. -------------------7----------------------------------------------------------- 2/10 : CHECKED SYSTEM - FLOW TESTED WELL W ATE H LEVEL AT START WAS 55' , YUMPED 10GPM FOR 1 HOUR. WATER LEVEL AT ENL) OF TEST WAS 75' . LABOR 1.75 aBOR CHARGE INCLUDES TRAVEL TIME TO AND FROM JOB 60-00 10,5100 Subtotal: 105.00 Tax 7.61 Payments: 0.00 Total.... 112.61 PUTNAM COUNTY D''RTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH ER � S VICES CONSTRUCTION PERMIT FO vSEWAGE TREATMENT SYSTEM✓ -a PE T # - Located at -1 c e- Rn n ci - � �� Town or Village PoA+e.r- 5 O n Subdivision name Subd. Lot # Tax Map 34. Block 4 Lot 5 Date Subdivision Approved Renewal Revision Owner/Applicant Name Dc, y + , . Date of Previous Approval Mailing Address C,� ��, ©� �± . �a�e�r6On r �_y- Zip Amount of Fee Enclosed Building Type Rc'S; de-rjj jo j Lot Area �d. of Bedrooms Design Flow GPD 206 Fill Section Only Depth T Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System to consist of i , 0 ® ® gallon septic tank and 10 O L F o Other Requirements: To be constructed by Address Water Sunnly• Public Supply_From Address o _ Private Supply Drilled by ° j ._.- .Address' .._ +. -- I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the seoarat�ewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the. Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. n „ Signed: Address Date 12-29-97 License # 5 (o t 2 4 'Wy- U T09 APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health_ Director. Any revision or alteration of the approved plan requires anew pe .Approved for discharge of domestic sanitary se age only. By: Title: ��� Date: d- )l I G White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design Professional Form CP -97 PUTNAM COUNTY DEPARTMENT OF HEALTH ' DIVISION OF ENVIRONIVIEN'T"AL HEALTH.SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner -Dxyj7p � ! -l1i,l Address :x ,e -Poelz�, W,_ Located at (Street) 12-x- 311 sec- Pr) W Tax Map es Block Lot S (indicate nearest cross street) Municipality p,z vr�r� Drainage Basin t vgRT jA/G LU %f-/7eh5eQ byt 1ZEED SOIL PERCOLATION TEST DATA Date of Pre- soakin>? Date -of Percolation Test //a Bole No. Run No. Time Start -Stop Ela se Time �iVlin.) De th to Water a From Ground Surface (Inches) ` Start Stop Water Level Dropp In In Percolation Rate Mn/Inch 3 4 t©09-los:. L3' 5 lC" Q ._ 101' 34 l / ik'-3 � 2 4 ti 5 1 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately..equal percolation rates are obtainea at eacn percolation test hole. (i.e. s 1 min for 1 -30 min/'inch, s 2 min for 31 -60 min/inch) All data to'be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 February 3, 1998 Harry Nichols Laurent Associates Millbrook Office Centre Route 22 & Milltown Road Brewster NY 10509 Re: Proposed SSTS: Galin Ice Pond Road (T) Patterson Dear Mr. Nichols: jr- BRUCE R. FOLEY ' "_ " Tu'51 c Healih Director Review of plans and other supporting documents submitted at this time relative to the above captioned project has been completed. Comments are offered as follows: `'The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard." 1) The results of a current well yield test has not been. submitted. 2) Three sets of plans, reflecting the memo dated January 14, 1998 have not been submitted. Upon receipt of a submission, revised to reflect the above, this application will be considered further. Very truly yours, gh.r fi/ow Robert Morris, PE Public Health Engineer RM:tn / LAURENT ENGINEERING ASSOCIATES, P.C. MILLBROOKE OFFICE CENTRE Route 22 8 Milltown Road Brewster, New York 10509 (914)278 -6108 - (FAX) 278 -2658 HARRY W. NICHOLS JR., P.E. CONSULTING SITE ENGINEERS 13; 1998 Robert Morris, P.E. Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Proposed SSTS D. Gallin Ice Pond Road Town of Patterson Dear Mr. Morris: With regard to your review letter dated Februray 3, 1998 we offer the following: 1. The results of the current yield test are enclosed herewith. 2. Five (5) prints of drawing SS -1, Proposed SSDStt, revised 1 -22 -98 are enclosed herewith. Kindly review the enclosures and issue a Permit at your earliest convenience. Very truly yours;— _ LAURENT ENGINEERING ASSOCIATES, P.C. ,j Harry W. Nic ols, Jr., P.E. HWN:TR:bd 97032 DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278-6130 Fax (914) 278-7921 February 3, 1998 Harry Nichols Laurent Associates Millbrook Office Centre Route 22 & Milltown Road Brewster NY 10509 Re: Proposed SSTS: Galin Ice Pond Road (T) Patterson Dear Mr. Nichols: jr- BRUCE R. FOLEY Public' Health Director Review of plans and other supporting documents submitted at this time relative to the above captioned project has been completed. Comments are offered as follows: "The construction of this sewage disposal system may be subject to local wetlands regulations. You should contact local wetlands officials in this regard." 1) The results of a current well yield test has not been. submitted. 2) Three sets of plans, reflecting the memo dated January 14, 1998 have not been submitted. Upon receipt of a submission, revised to reflect the above, this application will be considered further. Very truly yours, gh.v fi/ow Robert Morris, PE Public Health Engineer RM:tn L.AURENT ENGINEERING- AS * SO ' C1 * ATES, P.C. _ MILLBOOE OFFICE CENTRE Route 22 & Milltown Road Brewster, New York 10509 914 • ( 278 -6108 - F ( ) A)O 278 -2658 HARRY W. NICHOLS JR., P.E. CONSULTING SITE ENGINEERS 13; 1998 Robert Morris, P.E. Putnam County Health Department 4 Geneva Road Brewster, NY 10509 RE: Proposed SSTS D. Gallin Ice Pond Road Town of Patterson Dear Mr. Morris: With regard to your review letter dated Februray 3, 1998 we offer the following: 1. The results of the current yield test are enclosed herewith. 2. Five (5) prints of drawing SS -1, Proposed SSDS °, revised 1 -22 -98 are enclosed herewith. Kindly review the enclosures and issue a Permit at your earliest convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. Harry W. Nic ols, Jr., P.E. HWN:TR:bd 97032 L.AURENT ENGINEERING _ ..., V� HARRY W. NICHOLS JR., P.E. January 30, 1998 Robert Morris, P.E. Putnam County Department of Health 4 Geneva Road Brewster, NY 10509 RE: Proposed SSDS addition D. Gallin Ice Pond Road (T) Patterson Dear Mr. Morris: _ ASSOCIATES, P.C. MiLLBROOKE OFFICE CENTRE _ Route 22 &Milltown Road Brewster, New York 10509 (914)278 -6108 - (FAQ 278 -2658 CONSULTING SITE ENGINEERS 8. The water supply line from the well to the building is indicated on'the plan In response to your review letter dated January 14, 1998 we offer the following: 1. Percolation tests were witnessed by a representative of your Department on January 22, 1998. Presoaking of the test holes was witnessed on January 21, 1998. The test results fell within the design range. . 2. A copy of the filed map entitled, "Lot Line Adjustment/Re- Subdivision Plat" is enclosed. This clearly shows that all existing structures are on the same lot. 3. Standard construction notes 1 -13 are on the plan. 4. Roof and footing drain discharge. is shown. 5. Ten -foot contours are added to the remainder of the site. 6. Datum source is referenced on the plan. 7. A letter from the well driller dated 1 -26 -98 is enclosed indicating the depth and yield of the existing well. The Laboratory Report dated 1 -29 -98 is also enclosed. . 97032 January 30, 1998 9. Erosion control for the SSTS is shown. Also enclosed are four (4) prints of "Proposed SSDS ", revised 1- 22 -98. Kindly review the enclosures and issue a Permit at your earlies convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. Harry W. i ols, Jr. P.E. HWN:tr Enc. APPENDIX 3 PUTNAbl COUNTY DEPARTMENT OF HEALTH - DIVISION OF ENVIRONNIENTAL HEALTH SERVICES INDIVIDUAL WATER SUPPLY & SUBSURFACE SEWAGE DISPOSAL -SYSTEMS REVIEW SHEET for CONSTRUCTION PERMIT - ;- :STREETS- LOCATION —,C �0�1/•� .fin ._ .. NA ,,ffOF VN£R BY B. HEDGES R.MORRIS OTHER 4: Rc -E n DATE -Li--2-1-2$ TAX i`tAP_ - - 5 DOCUMENTS. Y Y PERMIT APPLICATION [J SUBDIVISION APPROVAL EXP. AREA; SHOWN; GRAVITY FLOW, SUFF.SIZE TFPtiMPE-B -PIT & D BOX SHOWN & DETAILED fiOUSE - NO. OF BEDROOMS PROPERTY METES & BOUNDS HOUSE SETBACK NECESSARY (TIGHT LOT) HOUSE SEWER - 1 /47FT. 4 "0; TYPE PIPE NO BENDS; MAX. BENDS 45° W /CLEAti`OUT FILL SYSTEMS CLAYBARRIER w HORIZONTAL: SLOPE 3:1 TO GRAD F FILL Sp FILL N W�PERC RATE FILL CERTIFIC ' NO LL REQUIRED _DEPTH DEPTH GAUGES EIIZ' RTAIN i' REQUI STANDPIPES FILL PRO & DI�4E�'SIO 'S TEST�WIT IE S 0 VO ME GENERAL LL IN EXPANSION AREA APPBQVAL SSDS -ADI LQS NVETLAiN'D ( TOW`LN/DEC PER:ti1IT REQ ?) TRENCH DATA ON DDS PLAINS & PERMIT SAME LF TRENCH PROVIDED Z60 FT N= =- P.R—E- 1969-NEI6HBOR NOTIFIFICATION PARALLEL TO CONTOURS 99 r rte. -rrn n Z- A 100% EXPANSION PROVIDED _= EVATION REQUIRED DETAILS ON PLANS SEWAGE SYSTEM PLAN - (NORARROW) SSDS HYDRAULIC PROFILE GRAVITY FLOW UCT OiV"tTES GRINDER NOTE) DESIGN DATA: PERC AND DEEP RESULTS TWO -FOOT CONTOURS EXISTING & PROPOSED WAY & SLOPES CUT SEPARATION DISTANCES SPECIFIED ON PLAN FIELDS m 1 p VEWAY; 1kAGENT -EES, 'ioP 0 FrF m ?IO O FOUtVD'ATI0Nr }WALLS `X15' 5VEI m 10`� TO ✓WELL,: -200 IN:D L ODD X154 SPITS "- �- � m700Tn'.STRFAM �VATFRC ni IRCE_L K fTt�f'.FXP4 EROSION CONTROL; HOUSE,WEL <SS 3 EROSION CONTROL NOTE LW PERC & DEEP HOLES LOCATED REPRESENTATIVE OF PRIMARY AND EXPANSION OCATION MAP: °fIEDR(2DI�i= 1i0_"}� �, �UM=RE - ��TTC -E_; � NOTE�5UR YSAIItC • LOCATION OF WATERCOURSES,PONDS,LAKES, J WETLANDS WITHIN 200 FEET 1 PROPOSED FINISH.FLOOR AND BASEMENT EL. ttL]TITLE BLOCK; NAME, ADDRESS (owner), TM #, PROPERTY LOCATION(street & municipality) NAME & ADDRESS PE /RA, DATE OF DRAWING/ REVISION ,1'IIMENSIONS TO PROPERTY LINES L' C'AT'ION�-OF SERVICE'C.ON Eli C ONE �.�i. -: WELLPERMIT021PWS LETTER Eyk5 Well ENGINEERS AUTHORIZATION DESIGN DATA SHEET(DDS) RESOLUTION [s/ TP7LANS THREE SETS PLANS - TWO SETS QUEST SUBDIVISION APPROVAL EXP. AREA; SHOWN; GRAVITY FLOW, SUFF.SIZE TFPtiMPE-B -PIT & D BOX SHOWN & DETAILED fiOUSE - NO. OF BEDROOMS PROPERTY METES & BOUNDS HOUSE SETBACK NECESSARY (TIGHT LOT) HOUSE SEWER - 1 /47FT. 4 "0; TYPE PIPE NO BENDS; MAX. BENDS 45° W /CLEAti`OUT FILL SYSTEMS CLAYBARRIER w HORIZONTAL: SLOPE 3:1 TO GRAD F FILL Sp FILL N W�PERC RATE FILL CERTIFIC ' NO LL REQUIRED _DEPTH DEPTH GAUGES EIIZ' RTAIN i' REQUI STANDPIPES FILL PRO & DI�4E�'SIO 'S TEST�WIT IE S 0 VO ME GENERAL LL IN EXPANSION AREA APPBQVAL SSDS -ADI LQS NVETLAiN'D ( TOW`LN/DEC PER:ti1IT REQ ?) TRENCH DATA ON DDS PLAINS & PERMIT SAME LF TRENCH PROVIDED Z60 FT N= =- P.R—E- 1969-NEI6HBOR NOTIFIFICATION PARALLEL TO CONTOURS 99 r rte. -rrn n Z- A 100% EXPANSION PROVIDED _= EVATION REQUIRED DETAILS ON PLANS SEWAGE SYSTEM PLAN - (NORARROW) SSDS HYDRAULIC PROFILE GRAVITY FLOW UCT OiV"tTES GRINDER NOTE) DESIGN DATA: PERC AND DEEP RESULTS TWO -FOOT CONTOURS EXISTING & PROPOSED WAY & SLOPES CUT SEPARATION DISTANCES SPECIFIED ON PLAN FIELDS m 1 p VEWAY; 1kAGENT -EES, 'ioP 0 FrF m ?IO O FOUtVD'ATI0Nr }WALLS `X15' 5VEI m 10`� TO ✓WELL,: -200 IN:D L ODD X154 SPITS "- �- � m700Tn'.STRFAM �VATFRC ni IRCE_L K fTt�f'.FXP4 EROSION CONTROL; HOUSE,WEL <SS 3 EROSION CONTROL NOTE LW PERC & DEEP HOLES LOCATED REPRESENTATIVE OF PRIMARY AND EXPANSION OCATION MAP: °fIEDR(2DI�i= 1i0_"}� �, �UM=RE - ��TTC -E_; � NOTE�5UR YSAIItC • LOCATION OF WATERCOURSES,PONDS,LAKES, J WETLANDS WITHIN 200 FEET 1 PROPOSED FINISH.FLOOR AND BASEMENT EL. ttL]TITLE BLOCK; NAME, ADDRESS (owner), TM #, PROPERTY LOCATION(street & municipality) NAME & ADDRESS PE /RA, DATE OF DRAWING/ REVISION ,1'IIMENSIONS TO PROPERTY LINES L' C'AT'ION�-OF SERVICE'C.ON Eli C ONE �.�i. -: / LAURENT ENGINEERING ASSOCIATES, P.C. - MILLBROOKE-OFFICE CENTRE' Rout_ 22 & Milltown Road Brewster, New York 10509 (914)278 -6108 - (FAX) 278 -2658 HARRY W. NICHOLS JR., P.E. CONSULTING SITE ENGINEERS' December 29, 1997 Robert Morris, P.E. Putnam County Health Department 4 Geneva Road Brewster, NY 10509 'A RE: Individual SSDS David Gallin Ice Pond Rd. Patterson, N.Y. Dear Robert: Enclosed are the following: 1. Four (4) prints of SS -1 "Proposed SSDS ", dated 12- 29 -97. 2. "Application For Approval of Plans For a Wastewater Disposal System ". 3. "Construction Permit of Sewage Disposal System ", dated 12- 29 -97. 4. - "Design Data Sheet ". 5. "Letter of Authorization ", dated 12- 29 -97. 6. Two (2) copies of Residence Floor Plan(s), for "Bedroom Count Only ". 7. Money order in the amount of $300.00, review fee. Existing well serving main residence will be utilized. We would appreciate your review, approval and issuance of the Construction Permit at your earliest convenience. Very truly yours, LAURENT ENGINEERING ASSOCIATES, P.C. Harry W. Nichols, Jr., P.E. HWN:RTL:bd 97032 \ BRUCE R. FOLEY �� - - �- • Public = Health Direc[or " DEPARTMENT OF HEALTH Division of Environmental Health Services 4 Geneva Road Brewster, New York 10509 Tel. (914) 278'-6130 Fax (914) 278-7921 January 14, 1998 Harry Nichols Laurent Associates Millbrook Office Centre Route 22 & Milltown Road Brewster NY 10509 RE: Application to Construct a Subsurface Sewage Treatment System at Ice Pond Rd, Gallin TM# 34 -4 -5 (T) Southeast Dear NIr. Nichols: The Putnam County Department of Health (Department) has determined that the above referenced application, received by the Department on is incomplete. Please be advised that the following information is required before the Department may commence its review. Percolation test must be witnessed by a representative of this department guidelines are enclosed. D Documentation must be submitted for the verification of the lot line change. pyl..o Standard construction notes 1 -13 have not been noted on the plan. Q'P Footing /gutter drain discharge has not been shown. Jt01 Contours of the entire property is required. 10' contour lines are acceptable outside the SSTS area. O GLo Datum source has not been referenced on the plan. ® A well yield test to be performed. The minimum yield of 5 gallons a minute is required. 00's Service connection from the well to the proposed one bedroom house is to be shown. Erosion control for the SSTS has not been shown. The review of your application will commence once the Department receives the requested information and determines that the application is complete. The Department will notify you within 10 days of its receipt of the requested information as to the completeness of your application. Please be advised that failure to submit information to the Department or to follow . a 4h -, ;a�.•�.,Application•to construct a-Subsurface- Sewage Treatment System at"Ice Pond "Rd`" " =2- procedures is sufficient grounds to deny approval, pursuant to the New York City Department of Environmental Protection Watershed Regulations and Putnam County Dept. Of Health regulations. Should you have any questions or care to discuss this matter, please contact me at (914) 275 -6130 ext. 166. Ve truly yours, Robert Morris, P. E. R vI/tn Public Health Engineer PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner " 1/ ��d G l�i yJ Address _Z� Q/ Located at (Street) ZC� d, '�_ Tax Map 34. Block Lot 5 (indicate nearest cross street) Municipality ccsa Drainage Basin SOIL PERCOLATION TEST DATA Date of Pre - soaking 12 Date of Percolation Test Hole -No.. Run No. Time Start - Stop . Ela se Time (pMin.) De th to Water from Ground Surface (Inches) - Start Stop Water Level Dropp In Inches Percolation Rate Min/Inch 7 22/z — 25'12 3 2.3 _2 249- 2.'�9. 10 24 - 27 3� 3 3 3;Db -3 ; �2 I Z 23%2 - 26% 3 4 3;13 -3,25 IZ 23%2 -Z6%2 3 5 1 2:3 1 -2 :40 - 23 ._- ....26_ .. 3 . . _._... 2 2.42 -Zo51 9 ZI 2 3 3 2:51 -3: o2 11 24 - 2 7 3 3. "7 4 3 ;93 -,3 / 2 2 2 — 2 s- 3 4 5 3 ")4 -3: Z8 12 22 - Z5 3 4 1 2 3 4 5 NOTES: 1. Tests to be repeated at same depth until approximately equal percolation rates are-obtamea at eacn percolation test hole. (i.e. s 1 min for 1 -30 min/inch, s 2 min for 31 -60 min/inch) All data to be submitted for review. 2. Depth measurements to be made from top of hole. Form DD -97 Indicate level at which groundwater is encountered LA Indicate level at which mottling is .observed Indicate level to which water level rises after being encountered Deep hole observations made by: /aGrry ��1 rAd< ,1.. R� r�- /Ularri's Date" Design Professional Name: r Address: lE�� : ,�i� <��� . ' CV NEW Signature: /��� ! TOc✓w lqd / $rGws er /00 c? Design Professional's Seal �,` NICHp< Q' 4 . r 2 No. 56124 '—aEESSI N �� it PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION FOR APPROVAL OF PLANS FOR A WASTEWATER TREATMENT SYSTEM. 1. Name and address of applicant: 'Do, ; A - b G 6, `Vt V-\ Pc>l 2. Name of project: IL o,LJ; c� C�0- (; in 3. Locatio n TN: 4. Design Professional: (�G ��,, GJ N;c `no�1 s c�c 5. Address: 6. Drainage Basin: 7. Type of Project: i� Private/Residential Food Service Commercial Apartments Institutional Mobile Home Park Office Building Realty Subdivision Other (specify) 8. Is this project subject to State Environmental Quality Review (SEQR)? N v Type Status (check one) ........................ ....:.......................... Type I Exempt Type II Unlisted 9. Is a Draft Environmental Impact Statement (DEIS) required? ......................... p 10. Has DEIS been completed and found acceptable by Lead Agency? ............... N A 11. Name of Lead Agency N /A an area under ..the_control..oflocalplanning, zoning, or_other.... officials, ordinances? ......................................................... ............................... tai o 13. If so, have plans been submitted to such authorities? ........ .............................:. 14. Has preliminary approval been granted by such authorities? Date granted: 1A, 15. Type of Sewage Treatment System Discharge ................. ) groundwater 16. If surface water discharge, what is the stream class designation? .................... 'N 17. Waters index number (surface) ........................................... ............... ................. 18. Is project located near a public water supply system? ....... ............................... 19. If yes, name of water supply W /A Distance to water supply 20. Is project site near a public sewage collection or treatment system? ................ o 21. Name of sewage system NLA� ..Distance to sewage system 22. Date test holes observed I Z- 15 9 7 23. Name of Health Inspector Robe.rT M a ri S 24. Project design flow (gallons per day) ................................. ............................... 200 25. Is State Pollutant Discharge Elimination System (SPDES) Permit required ?... y 26. Has SPDES Application been submitted to local DEC office? ......................... —� Fnrm P('_07 2 27. Is any portion of this project located within a designated Town or State wetland? jai a t 28.. Wetlands IL Number.,. .. ........ ... ..................:::.........: �/A 29. Is Wetlands Permit required?. .............................................. ............................... Has application been made to Town or Local DEC office? ............................... WA 30. Does project require a DEC Stream Disturbance Permit? .. ............................... 31. Is or was project site used for agricultural activity involving application of pesticides to orchards or other crops; solid or hazardous waste disposal, landfilling, sludge application or industrial activity? ................................... Yes/N6 0 32. Is project located within 1,000 feet of existing or abandoned landfill, hazardous waste site, salt stockpile, landfill, sludge disposal site or any other potentially known source of contamination? ............................... Yes/No D DESCRIBE: 33. Is there a local master plan on file with the Town or Village? ......................... 34. Are community water and/or sewer facilities planned to be,developed within 15 years in or adjacent to project site? ................................ ............................... 35. Are any sewage treatment areas in excess of 15% slope? . ............................... 36. Tax Map ID Number .......................... ............................... Mapes Block_ Lot 5 37. Approved plans are to be returned to ..... nt Design Professional, NOTE: All applications for review and approval of a new SSTS to be located within the NYC Watershed shall be sent to the Department, and need not be sent in duplicate to the DEP, although the project may require DEP approval of the SSTS prior to final approval by the Department. Projects within the watershed may also require DEP .review and approval of other aspects of a project, such as stormwater,plaris or the creation of impervious surfaces, and the project applicant should obtain the appropriate forms for such activities from DEP and submit those forms to DEP for review and approval. If the application is signed by a person other than the applicant shown. in Item l .,the application must be accompanied by a Letter of Authorization (Form LA -97). Failure to comply with this provision may be grounds for the rejection. of any submission. I hereby affirm, under penalty of perjury, that information provided on this form is true .to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Sectifn 210.45, of the Pent# L fv. SIGNATURES ES &OFFICIAL TITLE'S. Mailing Address: .................................... Ceh-4-IC-1 ry, PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES, LETTER OF AUTHORIZATION RE: Property of C c, Located at C n nC� _ T/V Tax Map # Block 4_ Lot 5 Subdivision of 1\11-A Subdivision Lot # AIIA Filed Map # AI IA Date Filed �1A Gentlemen: This letter is to authorize a duly licensed Professional Engineer _> or Registered A,;:AhitAet to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of said wastewater treatment and/or water supply systems in conformity with the provisions of Article 145 and/or 147 of the Education Law, the Public Health r_ " i aw; and the Putnam C_ vN. �'CNOC �fi Very trul rs, Countersigne �2 ! Sign d: J7'�l P.E., `f' 124 ��' (Owner of Property) ROFESS1011 Mailing Address M °,1 �,, ; e Cam,,, e Mailing Address: =c e_ pnnci RCA - K+_ ZZ i� M;1� -�aw�. �d - `� o v'\ State �`%_ Zip Q 0 C( State t\Y _ y ZipQS702 Telephone: M 14� �� — ( 08 Telephone: ( m- Form LA -97 " y T�. � "" DINfNG ROOH � KfiGNEN ' IIAS -, ER - BEDROOM - - - LIVINS ROOM 14'- 1' X 13 -01- - 1 1 <' -GrX ISr -Or �\ "1 1 f Y�� 46 o ..Lost Ire, Y cr motel o�a Eck ° 1 I Pond I Comers 6 Lake , G net's. 9 1 \ i ' !• Charles , At a I F! r9 1 �, _ , J bog etbok �� Q e F i' `�o t ue Area / GOrY I umers 84 6 (� \ �9 MountEbo ? `a Corporate 65 1 j a D ES ° S +' Hillside t i \ g 1 CSC utdoor I 1 a ation.i c 3 \ �P Center ;.a I i BPond l b' ® ICt2ri1 -in �.. MS i 440 f State ° L1. ®Police A ° .1 f e ®Old Southeast o I t � '' 1 oyl ^\ ous� 9 fj Church I 1 I Xi on 312 I ! m 57 312 ..,L� a,.. g o N ° u P em `=- 1 ....• -- Gros '; tiD I ,\ 6°" a sow "y F 1 1 1 �e I Brewster I 1 $ 1 i v �g' 4: CT, � Woods ! 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